Attachment 1 - Technical Specifications (305 Pages).pdf

W911WN21B8000

Secant Wall Montgomery Locks & Dam Beaver County, PA

CERTIFIED FINAL DOCUMENTS

TECHNICAL SPECIFICATIONS

FEBRUARY 2021

Montgomery Locks & Dam Secant Wall

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 13.00 08 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 33.00 08 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26.00 08 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26.13 08 DIVING SERVICES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 10.00 08 PROJECT AND SAFETY SIGNS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 78 02.00 08 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

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

02 41 00 DEMOLITION

02 41 16 WIRE SAWING

02 42 00.00 08 DISPOSAL OF MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 00.20 08 CONCRETE: FIELD DEMONSTRATIONS

03 30 00.51 08 CONCRETE: MIXTURE PROPORTIONING

03 31 23.00 08 CONCRETE: SECANT PILES

03 37 06.00 08 JET GROUTING

DI VI SI ON 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 51 00.10 01 INSTRUMENTATION

DI VI SI ON 31 - EARTHWORK

31 63 41.00 14 SECANT PILE WALL SYSTEM

31 67 00 UNDER APRON VOID FILLING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final Documents - W911WN21B8000

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 CONTRACT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 13.00 08 Page 1

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

The following paragraphs are for information only to describe in general terms the work to be performed. Actual work to be performed under the base contract shall be identified on the drawings and within the specifications. A general sequence of work and restrictions are presented on drawings.

1.2 CONTRACT

The base contract consists of work associated with the installation of the Secant Pile Wall. Specific features of work under the base contract mentioned below do not represent a construction sequence. The base contract features of work include, but are not limited to the following:

a. Contractor to provide and install a bulkhead system to the top of the fixed crest dam, commonly referred to as "flashboards". Refer to reference drawings for location of support holes for the flashboards.

After completion of the project, these flashboards will be property of the Government. In order to mitigate current flow at the location of construction, an adjusted Gate Schedule has been created and is located within the specifications. (Section 01 35 00.00 08 SPECIAL

PROCEDURES)

b. Contractor to install instrumentation and monitoring devices as shown on the Contract Drawings. Contractor to submit data from instrumentation, see specifications for further details. (Drawing 10-B-103, Section 13 51 00.10 01 INSTRUMENTATION)

c. Contractor to drill Exploratory Test Borings at the center of the selected Secant Piles, 4 total holes, as shown on the Contract Drawings. Contractor to submit Driller's Log, see specifications for further details. (Drawing 10-B-102, Section 01 35 00.00 08 SPECIAL

PROCEDURES)

c.1 Based on results from Driller's Log of Exploratory Test Borings, Pre-Grouting (Phase 1) may be required. Contractor to evaluate driller's log, if voids are present and greater than specified in specifications, contractor to submit a Phase 1 Void Filling Plan for Government Approval. Assume 25'x10'x1' area of pre-grouting (Phase 1) required for bidding purposes. Refer to "Under Apron Void Filling" Grouting specifications for further details.

(Drawing 10-B-102, Section 31 67 00 UNDER APRON VOID FILLING)

d. Contractor to construct a Demonstration Secant Pile Wall within the allowable limits shown on the drawings. Refer to specifications for submittal requirements. (Drawing 40-ST101, Section 31 63 41.00 14

SECANT PILE WALL SYSTEM)

e. Contractor to demolish existing baffles, as required, that will

SECTION 01 11 13.00 08 Page 2 interfere with placement of the Secant Pile Wall. Potential demolition of existing baffles shall be limited to those shown on drawing 40-SD101 of the drawing package. For demolition guidance, refer to the specifications. (Drawing 40-SD101, 40-SD501, Section 02 41 00

DEMOLITION AND DECONSTRUCTION).

f. Contractor to lay out location of Secant Pile Wall within allowable limits, providing documentation of final location. If a template is used, Government approval is required for any structure to be attached to Government property. (Drawing 40-S-101, Section

31 63 41.00 14 SECANT PILE WALL SYSTEM)

g. Contractor to remove and dispose limited portions of the apron, as required, while remaining within the maximum allowable limits for installation of Secant Pile Wall. Potential alternatives for removal are as follows, but not limited to:

g.1 Coring through the concrete apron. Refer to reference drawings package for concrete apron details, rebar reinforcement, and timber piles locations, as well as the specifications. (Drawing 40-SD101, 40-SD501, Section 31 63 41.00 14 SECANT PILE WALL SYSTEM, Section 02 42 00.00 08 DISPOSAL OF MATERIALS) g.2 Alternative methods to be presented by Contractor within Demolition Means and Methods Plan and approved by Government.

h. Contractor to drill and place primary piles. Contractor to assume primary piles to hit obstructions on 25% of piles.(Drawing 40-S-101, 40-S-501, 40-S-502, Section 31 63 41.00 14 SECANT PILE WALL SYSTEM)

i. Contractor to drill and place secondary piles. Contractor to assume secondary piles to hit obstructions on 25% of piles. (Drawing 40-S-101, 40-S-501, 40-S-502, Section 31 63 41.00 14 SECANT PILE WALL SYSTEM, Section 05 50 14 STRUCTURAL METAL FABRICATIONS)

j. Contractor to use pressure grouting methods at both ends of the Secant Pile Wall, as shown in the drawings. (Drawing 40-S-502, Section

03 37 06.00 08 JET GROUTING.)

k. Contractor may be required to fill voids under the apron that may be have formed due to construction. The Contractor is responsible for protecting the existing apron and sub-apron materials. The Contractor must coordinate with the Contracting Officer for Phase 2 Void Filling and approval is required by the Contracting Officer prior to Phase 2 Void Filling. After approval, Contractor must submit a Phase 2 Void Filling Plan for Government approval. Assume 25'x10'x1' area of post-grouting (Phase 2) required for bidding purposes. Refer to "Under Apron Void Filling" Grouting specifications for further details. (Section 31 67 00 UNDER APRON VOID FILLING)

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 11 13.00 08 Page 3

SECTION 01 11 13.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.2.3 Payment Item (s)

1.1.3 Purchase and Install Flashboards

1.1.3.1 Payment

1.1.3.2 Payment Item (s)

1.1.3.3 Unit of Measure

1.1.4 Installation of Instruments

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Item (s)

1.1.5 Field Demonstration Piles

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item (s)

1.1.6 Baffle Removal

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Item (s)

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Digital Progress Images

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.1.4 Payment Items

1.2.2 Instrumentation Monitoring Program

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.2.4 Payment Items

1.2.3 Drilling

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.3.4 Payment Items

1.2.4 Grout back fill

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.4.4 Payment Items

1.2.5 Under Apron Grouting

SECTION 01 22 00.00 08 Page 1

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.5.4 Payment Items

1.2.6 Constructing Secant Walls

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.6.4 Payment Items

1.2.7 Jet Grouting

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.7.4 Payment Items

1.2.8 Temporary Scour Protection

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.8.4 Payment Items

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 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.

1.1.1 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

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Section 00 73 00 SUPPLEMENTARY CONDITIONS, DFARS 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION .

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.1.2.3 Payment Item (s)

0003 Mobilization and Demobilization

1.1.3 Purchase and Install Flashboards

1.1.3.1 Payment

Payment will be made for costs associated with Purchasing all supplies and installation of flashboards on top of fixed crest portion of the dam and removal upon completion of work and placement in Government designated area on-site.

SECTION 01 22 00.00 08 Page 3

1.1.3.2 Payment Item (s)

0004 Purchase and Install Flashboards

1.1.3.3 Unit of Measure

Unit of measure: j ob.

1.1.4 Installation of Instruments

1.1.4.1 Payment

Payment will be made for cost to furnish, install, maintain, and remove instrumentation in accordance with section 13 51 00.10 01 INSTRUMENTATION.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.4.3 Payment Item (s)

0005 Install Instrumentation

1.1.5 Field Demonstration Piles

1.1.5.1 Payment

Payment for the field demonstrations shall constitute full compensation for all labor, equipment, material and supply costs to perform the field demonstrations as specified in Section 03 30 00.20 08 CONCRETE: FIELD DEMONSTRATIONS, and shall include costs of all component materials and construction and testing requirements. Payment shall include all advanced planning and engineering; furnishing and installing component materials;

testing; removal of the demonstration components as specified, and all other incidental costs in connection with this item of work. No additional payment will be made for correcting any part of or replacing any deficient items, and payment will only be made after completion of successful demonstrations which are found to be acceptable by the Contracting Officer or Designated Representative.

1.1.5.2 Unit of Measure

Unit of measure: Job.

1.1.5.3 Payment Item (s)

0013 Field Demonstration Piles

1.1.6 Baffle Removal

1.1.6.1 Payment

Payment will be made for costs associated with operations necessary for removal and disposal of any baffles on the apron that will effect drilling. Removal will occur within limits shown on the plans and in accordance with 02 41 16 WIRE SAWING.

SECTION 01 22 00.00 08 Page 4

1.1.6.2 Unit of Measure

Unit of measure: Job.

1.1.6.3 Payment Item (s)

0014 Baffle Removal

1.2 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.

1.2.1 Digital Progress Images

1.2.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33.00 08

DIGITAL PROGRESS IMAGES.

1.2.1.2 Measurement

Measurement shall be based on monthly sets of progress photographs that are approved and accepted by the Contracting Officer or Designated Representative.

1.2.1.3 Unit of Measure

Unit of measure: Sets.

1.2.1.4 Payment Items

0002 Digital Progress Images

1.2.2 Instrumentation Monitoring Program

1.2.2.1 Payment

Payment will be made for costs associated with operating and maintaining instrumentation, automation equipment, and the instrumentation site, as specified in Section 13 51 00.10 01 INSTRUMENTATION.

1.2.2.2 Measurement

Measurement for the instrumentation and monitoring program shall start when the instrumentation monitoring program is functioning correctly and end after transfer and acceptance by the Contracting Officer at the end of the project, unless otherwise directed by the Contracting Officer.

Measurement will be rounded to the nearest half of a month.

1.2.2.3 Unit of Measure

Unit of measure: Months.

SECTION 01 22 00.00 08 Page 5

1.2.2.4 Payment Items

0006 Instrumentation Monitoring

1.2.3 Drilling

1.2.3.1 Payment

Payment will be made for all costs associated with drilling operations in accordance with 31 63 41.00 14 SECANT PILE WALL SYSTEM. This price shall include all material, labor, equipment and disposal costs.

1.2.3.2 Measurement

Measurement shall be based on each linear foot of material drilled through.

1.2.3.3 Unit of Measure

Unit of measure: Linear Feet.

1.2.3.4 Payment Items

0007 Exploratory Test Boring Drilling Concrete 0008 Exploratory Test Boring Drilling Doil 0009 Exploratory Test Boring Drilling Rock 0011 Drilling for Pre Grouting 0018 Verification Coring Drilling Concrete 0019 Verification Coring Drilling Soilcrete 0020 Verification Coring Drilling Rock 0022 Drilling for Post Grouting

1.2.4 Grout back fill

1.2.4.1 Payment

Payment will be made for all costs associated with grout backfill of drilled holes in accoundance with 03 31 23.00 08 CONCRETE: SECANT PILES.

This price shall include all material, labor, equipment.

Backfill of exploratory test borings will only back filled to 5 feet above top of rock.

1.2.4.2 Measurement

The grout will be measured for payment on the basis of the number of cubic feet of grout satisfactorily placed in grout holes, or wasted when such wasting is not due to the Contractor's negligence. Payment will be made at the applicable contract unit prices for grout which is wasted, where the wasting is not due to negligence on the part of the Contractor.

1.2.4.3 Unit of Measure

Unit of measure: Cubic feet.

1.2.4.4 Payment Items

0010 Exploratory Test Boring Grout Backfill 0021 Verification Cores Grout Backfill

SECTION 01 22 00.00 08 Page 6

1.2.5 Under Apron Grouting

1.2.5.1 Payment

Payment shall constitute full compensation for all costs in connection with completion of under apron Grouting in accordance with Section 31 67 00

UNDER APRON VOID FILLING.

1.2.5.2 Measurement

The grout will be measured for payment on the basis of the number of cubic feet of each grout mix satisfactorily placed in grout holes, or wasted when such wasting is not due to the Contractor's negligence. Payment will be made at the applicable contract unit prices for grout which is wasted, where the wasting is not due to negligence on the part of the Contractor.

1.2.5.3 Unit of Measure

Unit of measure: Cubic Feet.

1.2.5.4 Payment Items

0012 Under Apron Pre Grouting 0023 Post Grouting

1.2.6 Constructing Secant Walls

1.2.6.1 Payment

Payment for the this item will be made for costs associated with installation of the secant pile wall, including all costs of equipment, labor, materials and supplies to complete the required work as indicated on the drawings. Payment will be based on the number of vertical linear feet of elements installed.

Removal of apron and disposal shall be considered incidental to construction of secant walls. Removal of any timber piles and disposal shall be considered incidenalt to construction of secant walls. All temporary construction is incidental to construction of secant walls. No seperate payment will be made for any incidental work.

Furnishing and installing the structural steel beams in secondary (structural) secant piles shall be considered incidental. No separate payment will be made for cut-off or splicing.

1.2.6.2 Measurement

Measurements for the secant wall shall be to the nearest linear foot, based on the actual vertical length of the element in-place from the top elevation of the wall (concrete) shown on the drawings to the bottom of the element.

1.2.6.3 Unit of Measure

Unit of measure: Linear Feet.

SECTION 01 22 00.00 08 Page 7

1.2.6.4 Payment Items

0015 Constructing Secant Wall, Primary (Lagging) 0016 Constructing Secant Wall, Secondary (Structural)

1.2.7 Jet Grouting

1.2.7.1 Payment

Payment will be made for costs associated with operations necessary for performing the jet grouting after construction of the secant wall in accordance with 03 37 06.00 08 JET GROUTING.

1.2.7.2 Measurement

Measurement shall be based on Cubic Yard of jet grout placed under the apron after construction of the secant wall.

1.2.7.3 Unit of Measure

Unit of measure: Cubic Yard.

1.2.7.4 Payment Items

0017 Jet Grouting

1.2.8 Temporary Scour Protection

1.2.8.1 Payment

Payment shall constitute full compensation for all costs in connection with purchase, delivery storage and removal of on site scour protection material in accordance with section 01 35 00.00 08 SPECIAL PROCEDURES.

1.2.8.2 Measurement

Measurement shall be based on tons of 57 stone stored on site for this contract.

1.2.8.3 Unit of Measure

Unit of measure: tons.

1.2.8.4 Payment Items

0024 Temporary Scour Protection

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

SECTION 01 22 00.00 08 Page 8 as to propriety of distribution of the total cost to the various accounts. The cost of any element in the cost breakdown should be less than $25,000 for progress tracking. 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.

-- End of Section --

SECTION 01 22 00.00 08 Page 9

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, 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 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE - BAR CHART

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

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

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

SECTION 01 32 01.00 08 Page 2 or designated 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 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.

SECTION 01 32 01.00 08 Page 3

3.3.3 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 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.

-- End of Section --

SECTION 01 32 01.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 33.00 08

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 33.00 08 Page 1

SECTION 01 32 33.00 08

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) Orientation of view and brief description of work depicted

SECTION 01 32 33.00 08 Page 2

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 Officeror Designated 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 project. Digital photographs shall show work

SECTION 01 32 33.00 08 Page 3 accomplished since the previous photographs. Progress photographs shall be submitted as specified herein and in paragraph SUBMITTALS.

-- End of Section --

SECTION 01 32 33.00 08 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-10 Operation and Maintenance Data (O&M)

1.5.3.11 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

SECTION 01 33 00 Page 1

1.8.3 Contractor Use of Submittal Register

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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color

SECTION 01 33 00 Page 4 samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

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.

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

SECTION 01 33 00 Page 5

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).

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,…