Attachment 1 - Specifications - Certified Final Documents W911WN20B8007.pdf

W911WN20B8007

Punxsutawney Local Flood Protection Project

Mahoning Creek

Punxsutawney, Pennsylvania

Sediment Removal and Concrete Channel Repair

Certified Final Documents – W911WN20B8007 Technical Specifications

July 2020

Punxsutawney LFPP - Sediment Removal and Concrete Channel Repair

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 08 PRICE AND PAYMENT PROCEDURES

01 30 00.00 08 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 08 PROJECT SCHEDULE BAR CHART

01 32 23.00 08 SURVEY AND ALIGNMENT CONTROL

01 32 33 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26.00 08 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 08 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 08 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 08 STORMWATER POLLUTION PREVENTION MEASURES

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 30 00.00 08 SEDIMENT SAMPLING AND TESTING

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 37 16.00 08 STONE PROTECTION

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION

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

35 20 23.00 08 REMOVAL OF SEDIMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final Documents - W911WN20B8007

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work is located within Unit 2 of the Borough of Punxsutawney, Jefferson County, Pennsylvania, Local Flood Protection Project (LFPP) within the channel and along the left and right banks of the Mahoning Creek. The work consists of removing and replacing of the concrete slab located underneath the Mahoning Street Bridge (State Route 36) to as-built conditions, and re-establishing the scour protection downstream of the concrete slab. The removal of the sediment within the channel is an effort to restore the unpaved channel dimensions back to as-built conditions. The removal of the sediment will occur within the areas of USACE responsibility from approximate Station 145+00 to approximate Station 200+00. Access into the channel will be accomplished by three (3) existing access ramps. The general description of the work is to furnish all material, equipment, labor, layout of work, and supervision and perform the following work:

Base Contract, as shown on contract drawings:

a. Perform all routine surveying operations related to the work, using existing horizontal and vertical controls, to demonstrate quantities removed from project.

b. Perform sediment characterization to include sampling, laboratory analysis, and reporting. This work shall be completed prior to disposal of sediment.

c. Install erosion and sediment control Best Management Practices (BMPs).

d. Excavate, remove, and dispose of sediment , as shown in the contract drawings.

1.1.2 Location

The work is located in the Borough of Punxsutawney, Jefferson County, Pennsylvania and is within the Punxsutawney Local Flood Projection Project of Mahoning Creek.

-- End of Section --

SECTION 01 11 00 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Temporary Access Road

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Items

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item

1.2.4 Temporary Flow Diversion Structure

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Item

1.2.5 Sediment Sampling and Testing

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item

1.2.6 Survey Control

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Digital Progress Images

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Items

1.3.2 Demolition of Concrete Slab

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item

1.3.3 Placement of Concrete Slab

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Items

1.3.4 Removal and Replacement Filter Layer

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Items

SECTION 01 22 00.00 08 Page 1

1.3.5 Removal of Bituminous Pavement

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.5.4 Payment Item

1.3.6 Bituminous Pavement

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Scour Protection

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Item (s)

1.3.8 Geotextile Fabric

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Item (s)

1.3.9 Sediment Removal and Disposal

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.9.4 Payment Item

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 08 Page 2

SECTION 01 22 00.00 08

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.

1.2 SINGLE JOB PAYMENT ITEMS

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

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 73 00 SUPPLEMENTARY CONDITIONS, clause Payment For Performance And Payment Bonds.

0001 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Temporary Access Road

1.2.2.1 Payment

Payment shall include installation of geotextile separators, placing and compacting aggregates along the roadway and removal of compacted aggregates and geotextile once construction of the concrete slab and scour protection is complete. Price shall include all materials, labor, equipment, and supplies associated with this work, except for seeding, and erosion control blankets which will be paid separately as described in payment item Erosion and Sediment Controls. Area where temporary access road was located shall be restored to pre-construction conditions.

1.2.2.2 Unit of Measure

Unit of measure: Job

1.2.2.3 Payment Items

0003 Temporary Access Road

SECTION 01 22 00.00 08 Page 3

1.2.3 Erosion and Sediment Controls

1.2.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORM WATER POLLUTION CONTROL. Payment will be made for costs associated with furnishing, installing, maintaining and removing sediment and erosion controls measures in accordance with contract documents; including but not limited to; pumped water filter bags, compost filter socks, seeding, fertilizer, lime, mulch, dewatering, dust control, rock construction entrance, erosion control blankets, temporary seeding etc; as shown in the contract drawings.

1.2.3.2 Unit of Measure

Unit of measure: Job

1.2.3.3 Payment Item

0004 Erosion And Sediment Control

1.2.4 Temporary Flow Diversion Structure

1.2.4.1 Payment

Payment will be made for costs associated with furnishing, installing, maintaining and removing water diversion measures including; but not limited to; water barriers, jersey barriers, rock control structures, sand bags, pumps, impervious liner/ membrane and other items to assist in diverting Mahoning Creek flow away from concrete slab area during demolition, removal, replacement and concrete curing requires. Price shall include all materials, labor, equipment, and supplies as required.

1.2.4.2 Unit of Measure

Unit of measure: Job

1.2.4.3 Payment Item

0005 Temporary Flow Diversion Structure

1.2.5 Sediment Sampling and Testing

1.2.5.1 Payment

This work is specified in Section 02 30 00.00 08 SEDIMENT SAMPLING AND TESTING. Payment will be made for all costs associated with developing an approved Sampling and Testing Plan, all equipment, materials and labor for obtaining samples and determining the location of the samples, transportation of samples to the laboratory, all equipment, materials and labor required by the laboratory for testing and results reporting and all costs to develop, submit, revise and resubmit the Draft and Final Sediment Characterization Reports.

1.2.5.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 08 Page 4

1.2.5.3 Payment Item

0013 Sediment Sampling and Testing

1.2.6 Survey Control

1.2.6.1 Payment

This work is specified in Section 01 32 23.00 08 SURVEY AND ALIGNMENT CONTROL. Payment will be made for baseline layout and pre- and post-survey cross sections at 50 feet intervals to verify quantities. The price shall constitute full compensation with the work required under this contract.

1.2.6.2 Unit of Measure

Unit of measure: Job

1.2.6.3 Payment Item

0015 Survey Control

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the schedule and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Digital Progress Images

1.3.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33 DIGITAL

PROGRESS IMAGES.

1.3.1.2 Measurement

Measurement shall be based on number of sets of progress photographs that are approved and accepted by the Contracting Officer or their designated representative.

1.3.1.3 Unit of Measure

Unit of Measure: Sets

1.3.1.4 Payment Items

0002 Digital Progress Images

SECTION 01 22 00.00 08 Page 5

1.3.2 Demolition of Concrete Slab

1.3.2.1 Payment

Payment for these items shall include demolition to remove concrete from areas shown and specified. Concrete shall be removed to the limits indicated, and in accordance with the allowable tolerances for concrete removal. Payment shall constitute full compensation for all labor, equipment, tools, and supplies, for the removal of concrete, collection of debris, disposal of concrete debris, protection of existing features of work and all other incidental costs in connection with concrete removal, as shown, as required, and as specified herein.

1.3.2.2 Measurement

Measurement of concrete will be made on the basis of the actual volume of concrete removed, within the limits of work, as indicated on the contract drawings and as approved by the Contracting Officer or their designated representative. Measurement will be to the neat lines shown on the contract drawings. No deductions will be made for rounded or beveled edges or space occupied by metal work, or other materials, nor for individual voids or embedded items which are either less than five cubic feet in volume or one square foot in cross section.

1.3.2.3 Unit of Measure

Unit of measure: Cubic Yards

1.3.2.4 Payment Item

0006 Demolition of Concrete Slab

1.3.3 Placement of Concrete Slab

1.3.3.1 Payment

Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs to furnish and install concrete, reinforcing steel, and vertical drains at the concrete slab as shown on the contract drawings and as specified. Payment will include surface preparation, furnishing and installing reinforcing steel, and curing of the concrete.

1.3.3.2 Measurement

Measurement will be made by the cubic yard of concrete cast in place.

1.3.3.3 Unit of Measure

Unit of measure: Cubic Yards

1.3.3.4 Payment Items

0007 Placement of Concrete Slab

SECTION 01 22 00.00 08 Page 6

1.3.4 Removal and Replacement Filter Layer

1.3.4.1 Payment

Payment will be made for costs associated with removal and disposal of existing aggregate filter stone layer located underneath concrete slab as well as furnishing and placing of new filter stone material as specified and as shown on the contract drawings. Payment for filter stone layer replacement shall be made on the basis of cubic yards and shall constitute full compensation for all labor, equipment, materials and supplies for removal of existing filter stone layer; furnishing and placing geotextile separators, new crushed aggregate filter stone material, including compaction; and all other incidental costs in connection with these aspects of the work under this contract.

1.3.4.2 Measurement

Measurement for filter stone layer will be by the actual volume of filter stone layer removed and replaced. The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys.

1.3.4.3 Unit of Measure

Unit of measure: Cubic Yards

1.3.4.4 Payment Items

0008 Removal and Replacement Filter Stone Layer

1.3.5 Removal of Bituminous Pavement

1.3.5.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. Payment will be made for costs associated with removal and disposal of existing bituminous binder course and bituminous wearing course as specified and as shown on the drawings. The price shall include the cost of all labor, materials, and the use of all equipment and tools required to complete the work.

1.3.5.2 Measurement

Measurement for removal of existing bituminous pavement will be by the square yard for full depth removal of bituminous pavement material.

Measurement will be a two-dimensional measurement of the actual area of bituminous binder and wearing course removed. The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys. Quantities shall be calculated in square yards of existing pavement surface.

1.3.5.3 Unit of Measure

Unit of measure: Square Yard

1.3.5.4 Payment Item

0009 Removal of Bituminous Pavement

SECTION 01 22 00.00 08 Page 7

1.3.6 Bituminous Pavement

1.3.6.1 Payment

This work is specified in Section 32 12 16.00 08 BITUMINOUS PAVEMENT CONSTRUCTION. Payments for full compacted depth of bituminous binder course and bituminous wearing course shall constitute full compensation for furnishing all materials, equipment, plant, and tools; and for labor and other incidentals necessary to complete the work required as specified, including joint treatment at the interfaces of new paving with existing paving. No separate payment will be made for bituminous tack coat, and all costs in connection there with shall be included in the applicable pavement to which the work applies.

1.3.6.2 Measurement

The volume of bituminous binder or wearing course in place and accepted will be determined by a two-dimensional measurement of the actual area of pavement. The Contracting Officer or their designated representative shall approve all methods and procedures for quantity surveys. Quantities shall be calculated in square yards in place.

1.3.6.3 Unit of Measure

Unit of measure: Square Yard

1.3.6.4 Payment Item

0010 Bituminous Pavement

1.3.7 Scour Protection

1.3.7.1 Payment

Payment will be made for costs associated with excavation for the channel upstream and downstream of the concrete slab, which includes performing required excavation and other operations incidental thereto, disposal of excavated material, furnishing and placing rip rap downstream of concrete slab, as shown in the contract drawings. Price shall include all materials, labor, equipment, disposal of excavated, and supplies associated with this work.

1.3.7.2 Measurement

Measurement for payment will be made for the actual volume of stone placed within the limits, lines and grades shown on the contract drawings. The volume of material shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of stone installation or other method approved by the Contracting Officer or their designated representative. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer or their designated representative within 48 hours following completion of the field cross sections.

1.3.7.3 Unit of Measure

Unit of measure: Cubic Yards

SECTION 01 22 00.00 08 Page 8

1.3.7.4 Payment Item (s)

0011 Scour Protection

1.3.8 Geotextile Fabric

1.3.8.1 Payment

Payment will be made for costs associated with placement of woven geotextile fabric underneath rip rap as shown on the construction drawings and SECTION 31 37 16.00 08. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.8.2 Measurement

Measurement for payment shall be by the actual area, in square yards, of geotextile acceptably installed based on the surface area covered. Overlaps will not be measured for payment. All measurements for payment shall be made by or in presence of the Contracting Officer or their designated representative.

1.3.8.3 Unit of Measure

Unit of measure: Square Yards

1.3.8.4 Payment Item (s)

0012 Geotextile Fabric

1.3.9 Sediment Removal and Disposal

1.3.9.1 Payment

This work is specified in Section 35 20 23.08 REMOVAL OF SEDIMENT and Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT. Payment will be made for costs associated with removal, loading, hauling and disposal of unsuitable materials. Price shall include all materials, labor, equipment, and supplies associated with this work. Sediment will be tested to determine if the material is clean fill or regulated fill. The disposal of material that does not meet clean fill material requirements shall be handled through the Changes clause (FAR 52.243-4).

1.3.9.2 Measurement

The quantity of sediment removal and disposal will be measured for payment to the nearest cubic yard of sediment removed and disposed. No measurement will be made for removal of any materials beyond that indicated on the contract drawings and tolerances specified in Section 35 20 23.00 08 REMOVAL OF SEDIMENT. Initial survey shall constitute the original cross-sections from which all measurements will be based to calculate the quantity of sediment. The second survey shall constitute the final cross sections from which measurement will be made, and shall be used to verify that the specified bottom elevations and slopes have been achieved. However, no measurement for payment will be made for any material over excavated beyond that permitted, unless otherwise specified and/ or approved, quantities must be calculated by the average end method based on the initial and final surveys.

SECTION 01 22 00.00 08 Page 9

1.3.9.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.9.4 Payment Item

0014 Sediment Removal and Disposal - Clean Fill

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 or their designated representative 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 or their designated representative 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.

-- End of Section --

SECTION 01 22 00.00 08 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 ACRONYMS

1.4 CONTRACT ADMINISTRATION

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY

CORPS OF ENGINEERS CONTRACTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 08 Page 1

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

This sections contains contract administrative requirements which are not covered in Section 00 70 00 CONDITIONS OF THE CONTRACT or Section 00 73 00

SUPPLEMENTARY CONDITIONS.

1.2 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 ACRONYMS

DFARS - Defense Federal Acquisition Regulation Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulation SAT - Simplified Acquisition Threshold UAI - USACE Acquisition Instruction

1.4 CONTRACT ADMINISTRATION

An Administrative Contracting Officer (ACO) will be designated on this contract to act within the limits delegated by the Contracting Officer.

The ACO letter will clearly detail what the authorities of the ACO are.

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS

OF ENGINEERS CONTRACTS

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

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

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

SECTION 01 30 00.00 08 Page 2

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

Veterans' Employment and Training Service (VETS):

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

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

U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years of experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer or designated representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer or designated representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer or designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00.00 08 Page 3

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer or designated representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

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

The Contracting Officer or designated representative will provide Information on the Informal Partnering Process and a list of key and optional personnel who should attend the Informal Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer or designated representative will organize the Informal Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Informal Partnering session should be a part of the Pre-Construction Meeting. Informal Partnering sessions will be held at a location agreed to by the Contracting Officer or designated representative and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session may be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer or designated representative. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 30 00.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULER QUALIFICATIONS

PART 2 EXECUTION

2.1 GENERAL REQUIREMENTS

2.2 PROGRESS SCHEDULE - BAR CHART

2.3 REQUESTS FOR TIME EXTENSIONS

2.3.1 Justification of Delay

2.3.2 Time Extension

2.3.3 Impact to Early Completion Schedule

2.4 FAILURE TO ACHIEVE PROGRESS

2.4.1 Artificially Improving Progress

2.4.2 Failure to Perform

2.4.3 Recovery Schedule

-- End of Section Table of Contents --

SECTION 01 32 01.00 08 Page 1

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

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-01 Preconstruction Submittals

Periodic Schedule Update; G, RO

Bar Chart Schedule; G, RO

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.

PART 2 EXECUTION

2.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required.

The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.

A bar chart shall be prepared in accordance with paragraph PROGRESS

SCHEDULE - BAR CHART.

2.2 PROGRESS SCHEDULE - BAR CHART

The progress chart to be prepared by the Contractor pursuant to Section

00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR

CONSTRUCTION CONTRACTS shall consist of a bar chart as described herein.

In preparing this schedule, the scheduling of construction is the responsibility of the Contractor and contractor management personnel shall actively participate in its development. The chart may be prepared in a format proposed by the Contractor and approved by the Contracting Officer or designed representative. Each activity shall include the applicable Price Schedule item number and show the estimated cost and show activity duration. Larger activities shall be broken down into smaller activities

SECTION 01 32 01.00 08 Page 2 with clearly defined limits (i.e. Excavation between STA xx and STA yy).

In general, the estimated cost of any individual activity should not exceed $50,000. The selection and number of activities shall be subject to the Contracting Officer or designated representative approval. The chart shall be updated monthly to show actual progress and percentage of work completed for each activity. The Contractor shall submit, as part of his monthly request for payment, updated copies of his progress schedule identifying the work completed during the reporting period. If the Government issues changes to the existing work or adds additional work items to the contract, the Contractor shall revise his progress schedule accordingly. All costs associated with revising the schedule shall be included as part of the modification of the contract. If the Contractor's progress falls behind his planned work effort, a revised schedule shall be furnished to show how the Contractor proposes to complete the remaining work within the contract time. If the Contractor fails to submit updates as required, the Contracting Officer may withhold approval of partial payment estimates, until such submittals are made.

2.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the Contracting Officer or designated representative in accordance with the contract provisions and clauses for approval within 10 calendar days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

2.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s). Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay. A time extension becomes part of the project schedule and all future schedule updates upon approval by the Contracting Officer or designated representative.

2.3.2 Time Extension

The Contracting Officer or designated representative must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

2.3.3 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually performed work in accordance with that Early Completion Schedule. The Contractor must show that an early completion was achievable had it not

SECTION 01 32 01.00 08 Page 3 been for the impact.

2.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer or designated representative may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

2.4.1 Artificially Improving Progress

Artificially improving progress is prohibited. Indicate assumptions made and the basis for any duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.

2.4.2 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer or designated representative pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS, FAR 52.249-10 DEFAULT (Fixed-Price Construction), and other contract provisions.

2.4.3 Recovery Schedule

Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS.

-- End of Section --

SECTION 01 32 01.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 23.00 08

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DIFFERENTIAL GLOBAL POSITIONING SYSTEM (DGPS) EQUIPMENT

1.5 TOPOGRAPHIC SURVEYS

1.6 SURVEY EQUIPMENT

1.7 QUALIFICATIONS

1.8 QUALITY ASSURANCE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL SURVEY REQUIREMENTS

3.1.1 Vertical and Horizontal Datums

3.1.2 Tolerances

3.2 SURVEY CONTROL

3.3 BEFORE CONSTRUCTION AND AFTER CONSTRUCTION SURVEYS

3.3.1 General

3.4 DATA SUBMISSION

3.5 DISCREPANCIES

3.6 METADATA SUBMISSION

-- End of Section Table of Contents --

SECTION 01 32 23.00 08 Page 1

SECTION 01 32 23.00 08

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

This section addresses the overall project survey control and procedure requirements to meet all survey/positional accuracy requirements for this contract.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

GERMAN INSTITUTE FOR STANDARDIZATION (DIN)

DIN 18723 (1990-07) Specification for Theodolite Accuracy

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 17123-4 (2012) Optics and Optical Instruments - Field Procedures for Testing Geodetic and Surveying Instruments - Part 4:

Electro-Optical Distance Meters (EDM Measurements to Reflectors)

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying

EM 1110-1-1005 (2007) Control and Topographic Surveying

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

NOTE: Any submittals classified as "SD-01 Preconstruction Submittals" require approval prior to mobilization to the contract work site. All other submittals, classified as "SD-02" through "SD-11," require approval prior to commencing the particular task to which the submittal is associated.

SD-01 Preconstruction Submittals

Qualifications; G, DO

Submit qualifications of the independent licensed surveyor(s) for

SECTION 01 32 23.00 08 Page 2 topographic and hydrographic surveying to the Government Survey Point of Contact prior to commencing any survey work.

Survey Procedures and Equipment; G, DO

Submit all surveying procedures, methods, and equipment for topographic surveys to the Government Survey Point of Contact, prior to the start of any surveying work.

A manufacturer's certificate showing serial number and accuracy ratings must be submitted for each total station and/or digital automatic level as a part of the equipment list, along with an active (dated within past 12 months) NIST-traceable Certificate of Calibration. All survey equipment shall be owned or leased by an independent survey company, unless otherwise approved by the Contracting Officer or their designated representative.

SD-07 Certificates

Survey Logs; G, DO

Submit survey logs to the District Survey Point of Contact and Contracting Officer or their designated representative.

Post excavation Construction Surveys and After Construction Surveys; G, DO

Submit after excavation and after construction surveys as required herein, including raw data collector files and all data and plotted drawings as specified herein, within 72 hours after collection of a survey data.

Metadata; G, DO

Submit metadata within 14 business days after completion of survey operations.

1.4 DIFFERENTIAL GLOBAL POSITIONING SYSTEM (DGPS) EQUIPMENT

The Contractor must have at least one Differential/Real-Time/RTK/RTN GPS/GNSS receiver, and shall conduct all GPS/GNSS surveys in accordance with EM 1110-1-1003 . All real-time positioning data submitted must include GPS/GNSS base files (RINEX or Trimble format), GPS/GNSS rover files, base-rover vectors, northing, easting, ellipsoid height, elevation, date and time each record (point) was collected.

1.5 TOPOGRAPHIC SURVEYS

The Contractor shall perform all topographic surveys in accordance with EM 1110-1-1005 , and shall conduct all topographic surveys utilizing RTK/RTN-GPS/GNSS or an "auto-lock" or robotic total station with a data collector that writes digital files. Record a three-dimensional raw electronic position for each data point. Include raw data with submittals.

1.6 SURVEY EQUIPMENT

All total stations used in conjunction with this Contract shall have a valid calibration certificate ("valid" is defined as dated within that

SECTION 01 32 23.00 08 Page 3 past 12 months) from an independent instrument service facility, shall be capable of at least an "auto-lock" function that will automatically turn angles to a stationary tripod-mounted prism (higher performance capabilities such as robotic prism tracking are acceptable), be rated at an angular accuracy ( DIN 18723 ) of 3" (three seconds of arc) or less, and be rated at a distance measurement accuracy ( ISO 17123-4 ) of 2mm+2ppm or less. All GPS/GNSS receivers used in conjunction with this Contract shall be capable of creating data files that can be converted to a RINEX (Receiver INdependent EXchange) format. All automatic/spirit levels used for control, geodetic, or QC purposes in conjunction with this Contract shall be a digital level, meaning that they be capable of writing a digital file of observations that contains rod readings and date & time of observations. All level rods used for control, geodetic, or QC purposes in conjunction with this Contract shall be equipped with a bar code that matches the digital level it is to be used with.

1.7 QUALIFICATIONS

Any and all field surveys shall be performed under the direct physical on-site supervision of a surveyor with a minimum of five years of current and relevant experience, and in accordance with the laws and regulations of the State(s) that the work is performed in.

1.8 QUALITY ASSURANCE

Quality assurance will be conducted by the District Survey Office on the Contractor's submitted raw and processed survey data.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL SURVEY REQUIREMENTS

Conduct all surveys required to demonstrate that the construction is in compliance with the specified placement tolerances and the lines, grades, and elevations shown on the drawings.

3.1.1 Vertical and Horizontal Datums

Utilize North American Vertical Datum (NAVD) 1988 as the vertical datum for elevation and depth references for all surveys. Utilize Pennsylvania's State Plane Coordinate System (NAD 1983)South Zone (FIPS 3702) as the horizontal reference datum. U.S. Survey Feet shall be used for all vertical and horizontal measurements.

3.1.2 Tolerances

Conduct topographic surveys utilizing procedures and methodology that meet or exceed accuracy tolerances of +/- 0.10 feet in the vertical and +/-

0.10 feet in the horizontal. Take complete notes in areas where obstructions are present, explaining the offset.

3.2 SURVEY CONTROL

a. Existing horizontal and vertical control to be used for all construction layout is shown on the contract drawings and is on the

SECTION 01 32 23.00 08 Page 4 internet via the USACE Survey Monument Archival & Retrieval Tool (U-SMART) website at http://usmart.usace.army.mil .

b. All new work to be constructed under this Contract shall be constructed based on the survey control established by the Government (Pittsburgh District Geospatial Section) and provided to the Contractor. The Contractor shall verify that control points check within themselves prior to commencing work and utilize U-SMART to report any destroyed/disturbed control. If control points do not check within themselves or have been destroyed/disturbed, submit a request through the Contracting Officer or their designated representative for the USACE Pittsburgh District Geospatial Section to re-establish control. The request shall be made at least 14 calendar days prior to the intended use of the control. The Contractor shall establish any other temporary survey control as may be necessary to carry out the requirements of this Contract. Any and all temporary control set by the Contractor shall be based off the existing control as provided by the Government. Any questions or problems concerning the survey control shall be directed to the Pittsburgh District Geospatial Section through the Contracting Officer or their designated representative.

3.3 BEFORE CONSTRUCTION AND AFTER CONSTRUCTION SURVEYS

3.3.1 General

Take sufficient topograhy within the site to discern 1 foot contour intervals prior to and after performing any work. Surveys shall be taken after construction in order to locate the newly placed concrete slab and the limits of the scour protection on the downstream section of the project. The collected survey data shall be of sufficient topography to discern 1 foot contour intervals. Surveys shall also be taken after construction.

3.4 DATA SUBMISSION

Transfer all raw field survey data digitally onto compact disc (CD) or via DoD SAFE ( https://safe.apps.mil ) in a format compatible with Trimble Business Center, Bentley InRoads, or Autodesk Civil 3D.

Submit all survey data in the following formats:

a. Trimble JobXML (.jxl), Trimble Job (.job), or Bentley InRoads- or Autodesk Civil 3D- compatible format that shall contain all raw base/rover or backsight/standpoint/foresight vectors along with calculated coordinates/points/features.

b. Trimble-compatible (.T02, etc) or RINEX format GPS/GNSS data logs for every base or rover used in any Differential/Real-Time/RTK/RTN GPS/GNSS data collection.

c. Raw/unadjusted leveling data in .DAT format from any digital leveling.

d. Plotted and electronic plan view drawings in DXF format with accompanying LandXML that contains the DTM/TIN data. Drawings should show contour lines at a 1 foot interval and all other onsite

SECTION 01 32 23.00 08 Page 5 features/structures. Submit a copy of the plan view drawings in PDF format. Please note that any and all necessary reference files shall be included as DXF or LandXML.

3.5 DISCREPANCIES

In the event of any discrepancies that cannot be resolved by the District Office quality assurance review of the Contractor's data, the Contracting Officer or their designated representative may request an additional survey be performed by the Pittsburgh District Survey Section. The results of the Government survey will be considered in the final determination made by the Contracting Officer or their designated representative to resolve any conflicts.

3.6 METADATA SUBMISSION

Provide metadata file(s) for all geospatial data produced under this Contract that are compatible with ESRI ArcGIS applications. (Information on ESRI ArcGIS is available at the following link: http://www.esri.com.)

The metadata file(s) must comply with Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata Version 2.0 or higher. If another metadata generation tool is used, the ".txt" or ".doc" file types will be sufficient, however the ".xml" alternative file type would be preferred.

Geospatial data is defined as information that identifies the geographic location and characteristics of natural or constructed features and boundaries on the earth. Geospatial data affected by these requirements are those generated for use in a:

Geographic Information System (GIS);

Land Information System (LIS);

Remote Sensing or Image processing system;

Computer-Aided Design and Drafting (CADD) system;

Automated Mapping/Facilities Management (AM/FM) system and Other computer systems that employ or reference data using either absolute, relative or assumed coordinates.

Provide digital FGDC compliant metadata file(s) for each deliverable product and data set outlined in these specifications.

Metadata standards can be found at http://www.fgdc.gov/metadata .

-- End of Section --

SECTION 01 32 23.00 08 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.3.1 Description

1.3.2 Digital Photographs

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

3.2 PHOTOGRAPHY

-- End of Section Table of Contents --

SECTION 01 32 33 Page 1

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

The work under this section includes furnishing digital photographs showing the progress of the fabrication and/or construction operations throughout the contract period.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having an "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Thumbnail Hard Copy Prints of Progress Images; G, RO Glossy Prints of Selected Official Progress Images; G, RO Electronic Copy of Selected Official Progress Images; G, RO Electronic Copy of All Other Progress Images; G, RO

Copies of digital progress images in electronic form and hard copy form shall be submitted monthly for approval in accordance with paragraph PHOTOGRAPHY. Progress images shall be submitted in a timely manner as coordinated with the Contracting Officer or designated representative.

1.3 GENERAL REQUIREMENTS

1.3.1 Description

The Contractor shall, during the progress of the project (including progress of fabrication), furnish the Contracting Officer or designated representative progress photographs to depict progress of construction throughout the life of the contract. The photographs shall be taken using digital photography equipment furnished by the Contractor. Electronic copies of approved photographs shall be furnished on DVD or other storage media as approved by the Contracting Officer or designated representative.

1.3.2 Digital Photographs

Digital photographs shall comply with the requirements of paragraph PHOTOGRAPHY.