A.03 Pike Island L&D River Wall Crack Stabilization 2020 Tech Specs Certified Final Documents, Attachment 1.pdf

W911WN20B8008

River Wall Crack Stabilization

Pike Island Locks and Dam

Wheeling, West Virginia

Certified Final Documents

Technical Specifications

May 2020

Pike Island LD, River Wall Crack Stabilization

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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 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 74 19.00 08 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 41 00 DEMOLITION

02 42 00 DISPOSAL OF MATERIALS

DI VI SI ON 03 - CONCRETE

03 01 30.72 08 COLD JOINT ANCHORS

03 30 53.00 08 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 51 00.10 08 INSTRUMENTATION

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

CERTIFIED FINAL DOCUMENTS - W911WN20B8008

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.3.2 Mobilization and Demobilization

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.2.3 Payment Item

1.3.3 Placement and Maintenance of Instrumentation

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.3.3 Payment Item (s)

1.3.4 Metal Recesses and Additional Reinforcing Steel Corner Bars

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.4.3 Payment Item (s)

1.3.5 Concrete Removal

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.5.3 Payment Item (s)

1.3.6 Electrical Work

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.6.3 Payment Item (s)

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Digital Progress Images

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.3 Unit of Measure

1.4.1.4 Payment Item (s)

1.4.2 Concrete Anchors

1.4.2.1 Payment

1.4.2.2 Measurement

1.4.2.3 Unit of Measure

1.4.2.4 Payment Item

1.4.3 Sealing of Crack from With the Anchors Holes Prior to Anchor

Placement

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.3 Unit of Measure

1.4.3.4 Payment Item (s)

1.4.4 Reinforcing Steel

1.4.4.1 Payment

1.4.4.2 Measurement

SECTION 01 22 00.00 08 Page 1

1.4.4.3 Unit of Measure

1.4.4.4 Payment Item (s)

1.4.5 Concrete

1.4.5.1 Payment

1.4.5.2 Measurement

1.4.5.3 Unit of Measure

1.4.5.4 Payment Item (s)

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 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.

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

1.2 SUBMITTALS

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

submittals not having a "G" designation are for i nformation 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:

1.3 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.

1.3.1 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 70 00 CONDITIONS OF THE CONTRACT, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.3.2 Mobilization and Demobilization

1.3.2.1 Payment

Payment shall constitute full compensation for all labor, equipment, material, and supply costs to mobilize machinery, tools, and supplies onto the project site and to demobilize such items from Government property at

SECTION 01 22 00.00 08 Page 3 the completion of the project. Labor, equipment, material, and supply costs for operating an on-site crane, either land based or on a floating plant, in support of repair tasks, shall be included. Payment shall be made in accordance with DFARS 252.236-7004 Payment for Mobilization and Demobilization. Sixty percent (60%) of the cost of this item will be paid when mobilization is complete. The remaining forty percent (40%) will be paid once fully demobilized.

1.3.2.2 Unit of Measure

Unit of measure: JOB

1.3.2.3 Payment Item

0002 MOBILIZATION AND DEMOBILIZATION

1.3.3 Placement and Maintenance of Instrumentation

1.3.3.1 Payment

Payment will be made for cost associated with purchase, installation, obtain readings, maintenance of instrumentation and instrumentation removal at the end of the contract in accordance with section

13 51 00.10 08 INSTRUMENTATION.

1.3.3.2 Unit of Measure

Unit of measure: Job.

1.3.3.3 Payment Item (s)

0004 INSTRUMENTATION

1.3.4 Metal Recesses and Additional Reinforcing Steel Corner Bars

1.3.4.1 Payment

Payment will be made for cost associated with purchase of materials, fabrication, and installation of the additional corner/diagonal reinforcement bars and metal framing for the pump well, bulkhead, and electrical recesses being replaced in accordance with the plans and specifications. This item shall include all recess covers, metal bar grating, metal planking and saddle clips or attachment lugs associated.

1.3.4.2 Unit of Measure

Unit of measure: Job.

1.3.4.3 Payment Item (s)

0010 METAL RECESSES AND ADDITIONAL REINFORCING CORNER BARS

1.3.5 Concrete Removal

1.3.5.1 Payment

Payment will be made for costs associated with saw cutting and concrete demolition on top of wall, and disposing of concrete as required in the plans and Section 02 41 00 DEMOLITION and Section 02 42 00 DISPOSAL OF

SECTION 01 22 00.00 08 Page 4

MATERIALS.

1.3.5.2 Unit of Measure

Unit of measure: Job.

1.3.5.3 Payment Item (s)

0005 CONCRETE REMOVAL

1.3.6 Electrical Work

1.3.6.1 Payment

Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for removal of existing electrical conduit, conductors, performing required modifications, installing the conductors and performing any testing required as shown in the drawings and as specified.

1.3.6.2 Unit of Measure

Unit of measure: Job.

1.3.6.3 Payment Item (s)

0011 ELECTRICAL WORK

1.4 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.

1.4.1 Digital Progress Images

1.4.1.1 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.

1.4.1.2 Measurement

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

1.4.1.3 Unit of Measure

Unit of measure: sets.

1.4.1.4 Payment Item (s)

0003 DIGITAL PROGRESS IMAGES

SECTION 01 22 00.00 08 Page 5

1.4.2 Concrete Anchors

1.4.2.1 Payment

Payment will be made for costs associated with furnishing and installing concrete anchors. This item includes core drilling, sawcutting and concrete demolition to create anchor recesses, disposal of concrete, anchor installation, and grouting/backfilling of anchors and anchor recesses in accordance with Section 03 01 30.72 08 COLD JOINT ANCHORS.

1.4.2.2 Measurement

Placement of Concrete Anchors will be measured for payment on the basis of the number of anchors installed, as shown on the drawings or as directed and approved by the Contracting Officer.

1.4.2.3 Unit of Measure

Unit of measure: Each.

1.4.2.4 Payment Item

0006 FURNISH AND INSTALL CONCRETE ANCHORS

1.4.3 Sealing of Crack from With the Anchors Holes Prior to Anchor Placement

1.4.3.1 Payment

Payment will be made for costs associated with injecting cracks with polyurethane injection adhesive, including cleaning the cracks, preparing the surface for crack surface sealer, placing crack surface sealer, installing injection ports, and cleanup upon completion of injection.

1.4.3.2 Measurement

Crack sealing occurs at each anchor hole and will be measured for payment on the basis of the number of anchors installed, as shown on the drawings and approved by the Contracting Officer.

1.4.3.3 Unit of Measure

Unit of measure: Each.

1.4.3.4 Payment Item (s)

0007 SEALING OF CRACK FROM WITHIN THE ANCHORS HOLES PRIOR TO ANCHOR

PLACEMENT

1.4.4 Reinforcing Steel

1.4.4.1 Payment

The work is specified in section 03 30 53.00 08 MISCELLANEOUS CAST-IN-PLACE CONCRETE. Payment will be made for costs associated with furnishing, transporting, delivering and placing reinforcing steel rebar, including all splices and couplers as required, and as indicated on the contract drawings. This item includes the drilling and epoxy grouting of

SECTION 01 22 00.00 08 Page 6 reinforcing dowels within the existing concrete. This rebar will be placed within existing concrete and within the new concrete. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.4.4.2 Measurement

The measured lengths of deformed steel bars for concrete reinforcement will be converted to the weights for the size of bars listed by the use of the nominal weighs per linear foot specified in ASTM A615/A615M

1.4.4.3 Unit of Measure

Unit of measure: pounds.

1.4.4.4 Payment Item (s)

0008 REINFORCING STEEL

1.4.5 Concrete

1.4.5.1 Payment

Payment will be made for all costs associated with placement of concrete on top of the wall and installation of expansion joint with sealant as indicated on the drawings.

1.4.5.2 Measurement

Concrete will be measured for payment on the basis of actual cubic yards of concrete placed, as shown on the drawings and approved by the Contracting Officer or designated representative..

1.4.5.3 Unit of Measure

Unit of measure: cubic yard.

1.4.5.4 Payment Item (s)

0009 CONCRETE

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 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 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.

SECTION 01 22 00.00 08 Page 7

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SECTION 01 22 00.00 08 Page 8

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 Regulations Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulations SAT - Simplified Acquisition Threshold UAI - USACE Acquisition Instructions

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 designation letter will clearly detail what the authorities of the

ACO.

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 and Training Service (VETS): https://www.dol.gov/vets/

SECTION 01 30 00.00 08 Page 2

Federal Veteran Employment Information: https://www.fedshirevets.gov/

Veterans' Employment and Training Service (VETS):

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

Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

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

Hiring Our Heroes:

https://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 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. 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 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

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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 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE - BAR CHART SCHEDULE

3.3 REQUESTS FOR TIME EXTENSIONS

3.3.1 Justification of Delay

3.3.2 Time Extension

3.3.3 Impact to Early Completion Schedule

3.4 FAILURE TO ACHIEVE PROGRESS

3.4.1 Artificially Improving Progress

3.4.2 Failure to Perform

3.4.3 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 Project Scheduler Qualifications 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 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 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.

3.2 PROGRESS SCHEDULE - BAR CHART SCHEDULE

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 designated representative. Each activity shall include the applicable

SECTION 01 32 01.00 08 Page 2

Price Schedule item number and show the estimated cost and show activity duration. Larger activities shall be broken down into smaller activities 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's 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 or designated representative may withhold approval of partial payment estimates, until such submittals are made.

3.3 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.

3.3.1 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.

3.3.2 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.

3.3.3 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract

SECTION 01 32 01.00 08 Page 3

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 been for the impact.

3.4 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.

3.4.1 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.

3.4.2 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.

3.4.3 Recovery Schedule

Should the Contracting Officer or designated representative 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.

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SECTION 01 32 01.00 08 Page 4

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

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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. The Contractor shall furnish, using Microsoft Word 2013 or later version, a file with each set of photographs which lists the following identifying information for each photographic image:

Name and location of project Contract number Date taken Contractor (and subcontractor, if applicable)

SECTION 01 32 33 Page 2

Orientation of view and brief description of work depicted

The filename of each photograph shall include the date the photograph was taken in the year-month-day format and each photograph shall be sequentially numbered. An example filename would be "2018-10-25-photo0001.jpg". The identifying data shall be placed in the document accompanying the photographs. The image of the photograph shall include the date stamp when the photograph was taken as part of the image. No identifying data, except the date stamp, shall appear on the photographs.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

The Contractor shall be responsible for furnishing all photographic equipment to perform the work specified by this section. The camera shall have a CCD resolution no less than 14.0 million pixels per image which will provide enough detail to print an 8" by 10" high-resolution photograph. The camera shall produce images to be saved in one of the following graphic formats: JPG (Joint Photographic Experts Group), TIFF (Tagged Image File Format) or BMP (Windows Bitmap). Cell phone camera photographs shall not be accepted for digital progress photographs under this section.

3.2 PHOTOGRAPHY

The Contractor shall, during the progress of the work, furnish the Contracting Officer or designated representative digitally produced progress photographs to depict the progress of the work both on-site and off-site at fabrication facilities and/or construction sites. In coordination with the Contracting Officer or designated representative, one set of progress photographs per month shall be taken over the full duration of this contract, except photographs will not be required for periods when no work is in progress. Thumbnail Hard Copy Prints of Progress Images shall be submitted to the Contracting Officer or designated representative for approval between the first and fifth day of each month. The Contracting Officer's Representative will select from the thumbnail views, unless directed otherwise, at least 10 views to become official progress images. The selected official progress images shall be printed in color in 8" by 10" format, shall be identified on the back in accordance with paragraph Digital Photographs, and shall be submitted for approval. Glossy Prints of Selected Official Progress Images and Electronic Copy of Selected Official Progress Images shall be furnished within 10 calendar days of approval of the thumbnail images. Electronic copies shall be furnished on DVD with file of required photographic information. Electronic Copy of All Other Progress Images (including those not selected) shall be furnished on separate DVD with file of required photographic information with the selected official progress images. Digital photographs shall be taken continuously throughout each month in which work is in progress. Unless otherwise directed by the Contracting Officer or designated representative, photographs will not be required for periods of time in which work is not being performed.

Additional sets of photographs shall be taken as directed by the Contracting Officer or designated representative. Enough digital photographs shall be taken to adequately depict each phase of the work and shall show progress made during those phases and at the completion of the

SECTION 01 32 33 Page 3 project. Digital photographs shall show work accomplished since the previous photographs. Progress photographs shall be submitted as specified herein and in paragraph SUBMITTALS.

-- End of Section --

SECTION 01 32 33 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Submittal Format

1.5.3.1 Format of SD-01 Preconstruction Submittals

1.5.3.2 Format for SD-02 Shop Drawings

1.5.3.2.1 Drawing Identification

1.5.3.3 Format of SD-03 Product Data

1.5.3.3.1 Product Information

1.5.3.3.2 Standards

1.5.3.3.3 Data Submission

1.5.3.4 Format of SD-04 Samples

1.5.3.4.1 Sample Characteristics

1.5.3.4.2 Sample Incorporation

1.5.3.4.3 Comparison Sample

1.5.3.5 Format of SD-05 Design Data

1.5.3.6 Format of SD-06 Test Reports

1.5.3.7 Format of SD-07 Certificates

1.5.3.8 Format of SD-08 Manufacturer's Instructions

1.5.3.8.1 Standards

1.5.3.9 Format of SD-09 Manufacturer's Field Reports

1.5.3.10 Format of SD-11 Closeout Submittals

1.5.4 Source Drawings for Shop Drawings

1.5.4.1 Source Drawings

1.5.4.2 Terms and Conditions

1.5.5 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

SECTION 01 33 00 Page 1

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.5.1 Contractor Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

attached to these specifications

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer or designated representative may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, Manufacturer's, or Fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby.

All submittals shall be in English.

Section 00 70 00 CONDITIONS OF THE CONTRACT , FAR 52.236-5, MATERIAL AND WORKMANSHIP, paragraph (b) and FAR 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, paragraphs (d), (e), and (f) apply to all submittals.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase

SECTION 01 33 00 Page 3 contract.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS) or Construction Progress Schedule

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) Plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Testing must have been within three years of date of contract award for the project.

SECTION 01 33 00 Page 4

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

SECTION 01 33 00 Page 5

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and As-Built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G, RO

SD-02 Shop Drawings

Approved Full Size Hard Copy Set Of Shop Drawings

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025 transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are

SECTION 01 33 00 Page 6 included in the RMS CM software that the Contractor is required to use for this contract . Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Identifying Submittals

The Contractor's Quality Control Manager must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location

b. Construction contract number

c. Dates of the drawings and revisions

d. Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

e. Section number of the specification by which submittal is required

f. Submittal description (SD) number of each component of submittal

g. For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

h. Product identification and location in project.

1.5.3 Submittal Format

1.5.3.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.3.2 Format for SD-02 Shop Drawings

Unless otherwise specified, shop drawings shall be full size ANSI D (22 inches by 34 inches). Prepare drawings to accurate size, with scale indicated, unless another form is required. Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

SECTION 01 33 00 Page 7

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Shop drawings shall be submitted electronically through directly through the Resident Management System (RMS) in accordance with paragraph Electronic File Format. Reproduced contract drawings submitted as shop drawings will not be accepted. All electronic shop drawings submitted, regardless of size, shall have a clear space 3 inches by 4 inches in size, in the lower right hand corner just above the title block in which the Government may indicate the action taken. This clear space shall be located in the same exact location on all of the shop drawings within a given Portable Document Format (PDF) file to facilitate electronic stamping. All shop drawings within the same PDF file shall be of the same page size.

1.5.3.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

1.5.3.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete, bound volume . Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.3.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.3.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the

SECTION 01 33 00 Page 8 label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer or designated representative. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.3.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.3.4 Format of SD-04 Samples

1.5.3.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product…