20200629 Specs - Soo Water Safety Signs Certified Final RTA Specs.pdf

FY20 Soo Safety Signs FY20SOOSIGNS

CERTIFIED FINAL - READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 20 DIVING

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

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

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 EXTERIOR SIGNAGE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 20

DIVING

03/01

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

PART 2 PRODUCTS

2.1 Compressors

2.2 Breathing Gas Hoses & Umbilicals

2.3 Hot Water

2.3.1 Hot Water Heaters

2.3.2 Hot Water Suits

2.3.3 Hot Water Hoses

2.4 Helmets, Masks, & Regulators

PART 3 EXECUTION

3.1 DIVING OPERATIONS

3.1.1 Numbers of Persons for Dive Teams

3.2 DIVING WORK

3.2.1 Dive Inspectors

3.2.2 Pre-Dive Conference and Pre-Dive Meetings

3.2.2.1 Pre-Dive Conference

3.2.2.2 Pre-Dive Meetings

3.2.3 Underwater Work

3.2.3.1 Tools and Work Procedures

3.2.3.2 Welding & Burning

3.2.4 Dive Logs

3.2.5 Quality Assurance

-- End of Section Table of Contents --

SECTION 01 10 20 Page 1

SECTION 01 10 20

DIVING

03/01

PART 1 GENERAL

This specification is included in case the Contractors means and methods require diving.

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.

ASSOCIATION OF DIVING CONTRACTORS (ADC)

ADC Manual Manual of Safe Practices in Commercial Diving

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards, Subpart T

29 CFR 1910.420 OSHA Safe Practices Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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-01 Preconstruction Submittals

Diving Plan; G-ECG.

Submit for review a diving plan for each diving phase and aspects of the inspection and/or construction operation to be performed under this contract within 45 calendar days prior to diving operations commencing.

Dive Plan must include all items under EM 385-1-1 paragraph 30.A.16 in order as listed. Do not include Safe Practice Manual, Emergency Management Plan, Activity Hazard Analysis, or other documents which are separate submittal items.

Diving shall not be performed prior to the plan being approved by no less than two of the following Detroit District appointed personnel: 1.

Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Detroit District will solicit review feedback from all three appointed personnel. The contractor shall allow 30 calendar days for Government review. Reviewing personnel may not be

SECTION 01 10 20 Page 2 familiar with the project; a high level of detail on the diving plans shall be expected to include model and serial numbers of equipment to be utilized, primary and emergency air calculations based on the number of divers, depth, and equipment over bottom pressure requirements, etc.

Emergency Management Plan; G.

Submit for review an emergency management plan to complement each submitted diving plan. These documents will be treated as separate submittals and reviews from the diving plans. The review standards for each emergency management plan will be the same as for diving plans. Each emergency management plan shall conform to EM 385-1-1 paragraph 30.A.18 and each required item shall be in the order as it appears under 30.A.18.

Activity Hazard Analysis; G.

Submit for review an activity hazard analysis to complement each submitted diving plan. These documents will be treated as separate submittals and reviews from the diving plans. The review standards for each activity hazard analysis will be the same as for diving plans. Each activity hazard analysis shall conform to EM 385-1-1 paragraph 30.A.17

Safe Practices Manual; G.

Submit for review the Diving Contractor(s) Safe Practice Manual within 30 calendar days following receipt of Notice to Proceed. Safe Practice Manual(s) shall conform to the most current requirements of OSHA 1910 Subpart T. Each Safe Practice Manual item shall be in the order as listed in EM 385-1-1 paragraph 30.A.15. The contractor shall allow 30 calendar days for Government Review. Diving shall not be performed prior to the manual being approved by no less than two of the following Detroit District appointed personnel: 1. Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Detroit District will solicit review feedback from all three appointed personnel.

Dive Personnel Qualifications; G.

Submit for review all dive personnel qualifications 15 calendar days prior to dive plan submittals. Required dive personnel qualifications that shall be in the following order: 1. Training Documentation in compliance with OSHA Diving Standards for each diver, tender, dive supervisor, maintainer which includes manufacture required training such as Kirby Morgan Technician training, visual cylinder inspector training, etc. All personnel that handle compressed air cylinders shall have the appropriate HAZMAT handling training. Reference EM 385-1-1 paragraph 30.A.05 for additional dive personnel training standards; 2. Dive Logs. Legible dive logs shall be submitted showing no less than 12 dives in the 12 months prior with at least 4 dives within 90 days of working taking place onsite by any diver. Dive Supervisors shall show dive logs from divers indicating that they supervised no less than 12 dives in the 12 months prior with supervision of at least 4 dives within 90 days of supervising onsite operations. Individuals utilized as tenders only shall have dive log documentation that they provided tending for no less than 12 dives in the 12 months prior and tended at least 4 dives within 90 days of tending onsite operations. These district standards are above the requirements of EM 385-1-1 paragraph 30.A.07; 3. First Aid, CPR, AED, and Emergency Oxygen Provider certifications must be provided in accordance with EM 385-1-1 paragraph 30.A.08; 4. "Fit to Dive" memorandums - each diver shall have a

SECTION 01 10 20 Page 3 diving physical in accordance to ADCI standards by a hyperbaric medicine physician, a diving medical Officer, or a diving medical examiner (MD or DO). NO HIPAA PROTEcTED INFORMATION SHALL BE SUBMITTED TO INCLUDE THE ADCI EXAMINATION. The physician shall generate a memorandum indicating that an annual exam per ADCI standards has been performed within the previous 12 months and that the diver is "Fit to Dive" in accordance to those standards. The memorandum shall indicate that the physician is a hyperbaric medicine physician, a diving medical Officer, or a diving medical examiner (MD or DO), include full contact information, and be signed by the physician. These standards are above those listed in EM 385-1-1 paragraph 30.A.09.

Diving shall not be performed prior to the divers being approved by no less than two of the following Detroit District appointed personnel: 1.

Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Detroit District will solicit review feedback from all three appointed personnel.

Dive Equipment Maintenance ; G.

Diving equipment maintenance records shall be submitted for each of the following: 1. Umbilicals - Records shall be submitted indicating that maintenance and testing has been completed per OSHA and ADCI standards; 2.

Pneomofathometers - Records shall be submitted indicating that each pneumofathometer to be utilized onsite has received calibration checks per OSHA and ADCI standards; 3. Documentation that carbon monoxide monitors have been calibrated in accordance with the manufactures recommendations;

4. Latest laboratory testing results for breathing air compressors, purchased breathing air certifications, and if applicable, in-house breathing air testing documentation; 5. Documentation that all pressure vessels have been visually and hydrostatically tested per OSHA requirements. This shall include low pressure volume and mixing tanks with documentation of proper lifting and seating pressures of all pressure relief valves. All high pressure breathing air cylinders sized from 120 cubic feet and below shall have annual visual cylinder inspections performed by a qualified individual prior to arriving onsite; 6. Diving helmets, masks, regulators, and other life support systems - Documentation shall be provided indicating that maintenance and inspections have been completed per manufactures recommendations.

1.3 QUALITY CONTROL

The Contractor shall establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to the following:

a. The most stringent requirements of referenced standards identified and complied with.

b. All required submittals satisfactorily made and work performed in accordance with approved dive plan.

c. All diving teams composed of the required numbers of persons of each classification.

d. Observance of safety regulations, as noted in the ADC Manual , the Manual of Safe Practices in Commercial Diving, 29 CFR 1910.420 of the OSHA Safe Practices Manual, and Subpart T of 29 CFR 1910 of the

SECTION 01 10 20 Page 4

Occupational Safety and Health Standards.

PART 2 PRODUCTS

2.1 Compressors

Compressors shall be designed specifically for diving and breathing air use. Modifications to direct source compressors to include changes to drive motors, pulleys, and other items that may change output characteristics shall not be allowed onsite. Prior to use, all direct source compressors onsite shall have air calculations indicating that the minimum air per EM 385-1-1 paragraph 30.F.03 can be met at the maximum diving depth per diver, to include Standby Diver. Prior to use onsite the contractor shall demonstrate to the Dive Inspector that all approved direct source compressors are providing the required flow rate per the required air supply calculations based on depth and number of divers.

2.2 Breathing Gas Hoses & Umbilicals

In addition to the requirements of EM 385-1-1 paragraph 30.F.06 all hoses which route breathing gasses from cylinders, compressors, volume tanks, manifolds, air control stations, regulators, and other items shall have appropriate marking that allow the Diving Inspector to validate that the hoses are rated and designed for breathing gasses. Hoses with no legible markings will not be allowed on-site.

2.3 Hot Water

2.3.1 Hot Water Heaters

Hot water heaters utilized onsite shall been commercially manufactured and sold on the open for a period of no less than two (2) years from the start of onsite diving operations. Each heater shall be built primarily for diving operations, shall have an operators manual, and shall not have modifications made that are not authorized by the manufacture. Each hot water heater utilized onsite shall have a volume or mixing tank utilized.

Custom made hot water heaters will not be allowed onsite. Hot water heaters shall have redundant temperature limiting controls.

2.3.2 Hot Water Suits

Divers utilizing hot water shall utilize a suit specifically manufactured for hot water diving applications. Homemade and custom suits will not be allowed onsite. Each suit shall have a proportional valve accessible to the divers hand to allow adjustment of hot water flow to the diver's suit with excess hot water being dumped outside of the diver's suit. Hoses carrying hot water to the divers shall have a quick release coupling system that allows the diver to disconnect the hose while in use.

Divers utilizing hot water and hot water suits shall wear, at a minimum, a 2mm full length (torso, arms, and legs) wetsuit and socks under the hotwater suits and boots to minimize accidental scalding and/or cold weather injury on loss of hot water.

2.3.3 Hot Water Hoses

All hoses utilized to carry hot water topside between equipment on the dive site as well as to the divers shall be rated and primarily sold for diving hot water delivery.

SECTION 01 10 20 Page 5

2.4 Helmets, Masks, & Regulators

Diving helmets, masks, regulators, and other devices that provide life support underwater shall be manufactured specifically for underwater diving operations. Helmets, masks, regulators, and other devices shall be in good working condition and maintained per the manufactures recommendations. Helmets shall not be more than 20 years in age from the date of manufacture and shall have all required and recommended manufacture service and safety bulletin work applied prior to use onsite.

Painting, fiberglass and gel coat repairs, and other shell repairs or modifications shall not be allowed without a written statement from the manufacture indicating that the work was completed by the manufacture or direct repair representative and acceptable for continued underwater diving service. All field repairs shall be completed in accordance with manufacture recommendations and by an individual specifically authorized to perform those repairs per manufacture training. The Contractor shall provide the proper credentials of the individual making the field repair prior to beginning work.

PART 3 EXECUTION

3.1 DIVING OPERATIONS

Diving operations are not required but may be performed at the option of the Contractor. All diving operations shall be conducted in accordance with the most stringent standards specified in this Section and referenced in the Article "REFERENCES" of this Section. (Up-to-date standards take precedence over out-dated standards.) Within EM 385-1-1 those provisions pertaining to contract diving operations apply to this contract as well as all other safety aspects of EM 385-1-1. The Contractor shall maintain complete copies of all dive plans, diving standards, manuals, memorandums, training, qualifications, and medical certificates for divers on-site.

The Contractor shall also keep on-site all regulations it is require to comply with. These records shall be made accessible to all persons engaged in the work on this contract, including Government and regulatory personnel, during normal working hours.

3.1.1 Numbers of Persons for Dive Teams

Every dive team performing under this contract shall be composed of not less than the number of persons of each classification specified in EM 385-1-1.

When utilizing hot water for diving operations, a dedicated tender shall be utilized to control and monitor hot water to the divers. This individual will be an addition to the dive team manning requirements as outlined in EM 385-1-1, Appendix G.

Tenders, as outlined in EM 385-1-1, Appendix G, shall of the sole job of tending divers when they are in the water and for 20 minutes following each dive. During this period tenders shall not leave the divers umbilical, tether, or topside watch to perform tool changeouts, tending, etc., material preparation, monitor hot water, assist with other topside work tasks, or anything that may distract from constant tending of the diver. These jobs shall be performed by other personnel than those directly involved with diving.

The Diving Supervisor shall provide near constant monitoring of air supply

SECTION 01 10 20 Page 6 and delivery as well as communications. This can be performed by the Diver Supervisor or through a control station tender qualified to perform those operations.

The required standby diver on every dive team shall, without exception, be a diver at the dive location who is on the surface, out of the water, and available to assist divers in the water. A standby diver must be dressed for immediate entry into the water. A standby diver must not have dived within the previous twelve (12) hours. Requests for variation to this standard shall be submitted through the COR to the DDC for consideration.

Consideration for variation from this standard shall indicate how the contractor will manage fatigue and residual nitrogen levels of the Standby Diver so as to allow appropriate emergency response if needed.

3.2 DIVING WORK

The unique functions, responsibilities and safety precautions applicable to the dive team for each component of the work shall be described in detail in the diving plan, the work plan and the Accident Prevention plan for this contract. All diving operations shall be stringently monitored and executed. The Contractor shall be responsible for the safety of the work, the workers and other persons present during all construction operations.

3.2.1 Dive Inspectors

The contractor shall assume that all diving operations will have continuous monitoring through a qualified USACE Diving Inspector. Diving Inspectors may or may not be the same individual as the Quality Assurance Representative and may or may not be a qualified USACE Diver. Dive Inspectors shall be provided full access to all diving operations. Dive Inspectors do not have the authority to allow deviation from the approved diving documentation and have the authority to stop diving activities at any time which will be followed by an immediate notification to the Designated Diving Coordinator and Diving Safety Representative. Diving shall not commence each day until the Dive Inspector has been given the opportunity to perform equipment inspections and be part of the daily pre-dive briefing. If not onsite, the assigned Dive Inspector shall be notified when diving operations have ceased for the day and all divers are out of the water and a healthy condition.

3.2.2 Pre-Dive Conference and Pre-Dive Meetings

3.2.2.1 Pre-Dive Conference

A Pre-Dive Conference shall be held prior to any diving occurring on the site per EM 385-1-1 paragraph 30.A.19 and before each Definable Feature of Work involving Diving. This conference will not be scheduled prior to all transmittals being approved. The conference shall be attended by a Construction Office Representative, the Designated Diving Coordinator or alternate, the contract employees engaged in diving operations, and the prime contractors Superintendent and Site Safety and Health Officer.

3.2.2.2 Pre-Dive Meetings

Daily Pre-Dive Meetings shall be conducted to review the previous day's work, discuss the operations for the day, and discuss site conditions that may change how operations are going to occur as well as provide time for additions to the AHA from observed site hazards that were not

SECTION 01 10 20 Page 7 anticipated. The daily pre-dive meeting shall be documented and attached to the contractor's daily report in RMS. The daily Pre-Dive Meeting shall be attended by all personnel involved in diving operations, to include employees of the prime contractor or other subcontractors that will engage with diving operations such as crane operators, and the SSHO. The assigned Dive Inspector shall be given 8 hours' notice prior to the daily Pre-Dive Meeting for schedule deconfliction and attendance.

3.2.3 Underwater Work

3.2.3.1 Tools and Work Procedures

All divers shall be fully trained and aware of the hazards of each tool or piece of equipment to be utilized during diving operations. Job specific safety hazards per each tool and operation shall have been outlined in the AHA and approved by the Construction Inspector and the Dive Inspector at a minimum.

3.2.3.2 Welding & Burning

All divers performing welding at the surface or below the water surface shall be trained per American Welding Society standards for underwater welding and burning. When underwater welding is required to complete installation of sheet pile and other metal structures, the contractor shall submit appropriate welding procedures in accordance with AWS standards.

3.2.4 Dive Logs

The contractor shall send electronic copies of dive logs to the DDC, ADC, DSR, DI, and Construction Office personnel designated by the COR. The dive logs shall be completed and sent via e-mail before the contractor leaves the site for the day. Dive logs shall incorporate all elements required by EM 385-1-1 paragraph 30.A.2

3.2.5 Quality Assurance

The contractor shall perform and record Quality Assurance dives to provide a record of proper contract work completion upon direction from the COR.

This does not alleviate the prime contractors responsibility for 100% quality control of all work performed. The contractor can expect 1% or less of in water time recording work for quality assurance as compared to the in water time for placed work. The COR will specify which areas will require recorded evidence of proper work placement following the work placement. Safety issues with quality assurance dives shall be routed through the COR to the DDC and DSR.

The Government reserves the right to perform their own quality assurance inspection, on up to 100% of the work placed, with in-house divers, ROV's, pole cameras, or other underwater inspection equipment. The Government shall be responsible for the costs of these inspections unless improper work placement that requires rework are discovered.

-- End of Section --

SECTION 01 10 20 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.2 UNIT PRICE PAYMENT ITEMS

1.3 BIDDING SCHEDULE

1.3.1 0001 Mobilization & Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 0002 USCG Dayboard Signs

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 0003 Option 1 - Warning Sign

1.3.3.1 Payment

1.3.3.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

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

1.2 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 BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3 BIDDING SCHEDULE

1.3.1 0001 Mobilization & Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: Job (JA).

1.3.2 0002 USCG Dayboard Signs

1.3.2.1 Payment

Payment will be made for costs associated labor, equipment and materials to construct the USCG Dayboard Signs as required by the plans and specifications.

1.3.2.2 Unit of Measure

Unit of measure: Job (JA).

SECTION 01 22 00.00 10 Page 2

1.3.3 0003 Option 1 - Warning Sign

1.3.3.1 Payment

Payment will be made for costs associated labor, equipment and materials to grade the placement site and construct the Warning Sign as required by the plans and specifications.

1.3.3.2 Unit of Measure

Unit of measure: Job (JA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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

SECTION 01 22 00.00 10 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

1.3.1.1 Activity Requirements

1.3.1.2 Activity Identification

1.3.1.3 Responsibility Code

1.3.1.4 Primavera P6 Settings and Parameters

1.3.1.5 Microsoft Project 2016 Settings and Parameters

1.3.1.6 Cost Loading Microsoft Project 2016 Schedules

1.3.1.6.1 Software Settings

1.3.1.6.2 Tabular Reports

1.3.1.6.2.1 Tracking Gantt Schedule with Cost Table

1.3.1.6.2.2 Earned Value Over Time Report

1.3.2 Bar Chart Schedule

1.3.3 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 4-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

Baseline Design Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Network Analysis Schedule (NAS) and Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Primavera P6 or Microsoft Project 2016 . The scheduling software that will be utilized by the Government on this project is Microsoft Project 2016 by Microsoft, Inc. Notwithstanding any other provision in the contract, schedules

SECTION 01 32 16.00 20 Page 2 submitted for this project must be prepared using Microsoft Project.

Submission of data from another software system where data conversion techniques or software is used to import into Microsoft Projects scheduling software is not acceptable and will be cause for rejection of the submitted schedule. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule.

Within 15 calendar days after approval of the Initial Schedule, submit to the Contracting Officer a final NAS schedule.

1.3.1.1 Activity Requirements

a. At a minimum, identify the following in the schedule:

(1) Design and Construction time for major systems and components

(2) Each activity assigned with its appropriate Responsibility Code

(3) Each activity assigned with its appropriate Phase and Area Codes

(4) Any equipment with a lead time over 45 calendar days

(5) Major equipment lead time

b. Build the Schedule as follows:

(1) Show submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days for 5-day work week calendars. 6-day work week calendars must reflect Sundays and all Federal Holidays as non-work days. 7-day work week calendars must reflect all Federal Holidays as non-work days unless otherwise agreed to by the Contracting Officer. Total work hours/day for all defined calendars is set to 8 unless otherwise agreed upon.

(2) With the exception of the Contract Award and End Contract milestone activities, use of open-ended activities is not allowed;

each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic.

Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook," including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

(3) Assign each activity its appropriate Responsibility Code and Area Code, indicating location and responsibility to accomplish the work indicated by the activity, Phase Code, and Work Location Code. Include anticipated tasks to be assigned Government responsibility.

SECTION 01 32 16.00 20 Page 3

(4) Date/time constraints or lags, other than those required by the contract, are not allowed unless approved by the Contracting Officer. Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

(5) Include the following Contract Milestones:

(a) Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to the Contract Award Date;

(b) Include Interim or Phased Completion Milestones required by the Contract or as approved by the Contracting Officer;

(c) Include Facility Turnover Planning Meeting Milestones;

(d) Include an unconstrained finish milestone on the schedule titled "Substantial Completion". Substantial Completion is defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor. Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

(e) Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete. This milestone must have the Contract Completion Date (CCD) milestone as its only successor.

(f) Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)" with constraint type "Must Finish No Later Than". Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected Completion" milestone falls before the contract completion date, the float calculation must reflect positive float on the longest path. This milestone must be set to 5:00 pm.

(6) Provide lead time for major equipment.

1.3.1.2 Activity Identification

a. Identify Government, Construction Quality Management (CQM), Construction activities planned for the project and other activities that could impact project completion if delayed.

b. Identify administrative type activity/milestones including pre-construction submittal and permit requirements prior to demolition or construction stage.

c. Create separate activities for each Phase, Area, Floor Level, and Location the activity is occurring.

d. Do not use construction category activity to represent non-work type reference (Such as, Serial Letter or Request for Information) in NAS.

SECTION 01 32 16.00 20 Page 4

e. Place non-work reference within P6 activity details notebook. Activity categories included in the schedule are specified below.

1.3.1.3 Responsibility Code

Assign each activity its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

1.3.1.4 Primavera P6 Settings and Parameters

Use the following Primavera P6 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. General: Define or establish Calendars and Activity Codes at the "Project" level, not the "Global" level.

b. Admin Drop-Down Menu, Admin Preferences, Time Periods Tab:

(1) Set time periods for P6 to 8.0 Hours/Day, 40.0 Hours/Week, 172.0 Hours/Month and 2000.0 Hours/Year.

(2) Use assigned calendar to specify the number of work hours for each time period: Must be checked.

c. Admin Drop-Down Menu, Admin Preferences, Earned Value Tab: Earned Value Calculation: Use "Budgeted values with current dates".

d. Project Level, Dates Tab: Set "Must Finish By" date to "Contract Completion Date", and set "Must Finish By" time to 05:00pm.

e. Project Level, Defaults Tab:

(1) Duration Type: Set to "Fixed Duration & Units".

(2) Percent Complete Type: Set to "Physical".

(3) Activity Type: Set to "Task Dependent".

(4) Calendar: Set to "Standard 5 Day Workweek". Calendar must reflect Saturday, Sunday and all Federal holidays as non-work days.

Alternative calendars may be used with Contracting Officer approval.

f. Project Level, Calculations Tab:

(1) Activity percent complete based on activity steps: Must be Checked.

(2) Reset Remaining Duration and Units to Original: Must be Checked.

(3) Subtract Actual from At Completion: Must be Checked.

(4) Recalculate Actual units and Cost when duration percent (%) complete changes: Must be Checked.

(5) Link Actual to Date and Actual This Period Units and Cost: Must be Checked.

SECTION 01 32 16.00 20 Page 5

(6) Price/Unit: Set to "$1/h".

(7) Update units when costs change on resource assignments: Must be Unchecked.

g. Project Level, Settings Tab:

(1) Define Critical Activities: Check "Longest Path".

h. The NAS must have a minimum of 30 construction activities. No on-site construction activity may have durations in excess of 20 working days.

1.3.1.5 Microsoft Project 2016 Settings and Parameters

Use the following MS Project 2016 settings and parameters in preparing the Baseline Schedule:

a. The Network must have a minimum of 30 construction activities.

b. No on-site construction activity may have durations in excess of 20 working days.

c. Critical is defined as having zero days of Total Slack. Within the Baseline Schedule no more than 20 percent of the activities shall be critical.

d. Logic: include the following setting: File, Options, Schedule tab - Split in-progress tasks - must be selected.

e. Status Date gridline is displayed in the Gantt Chart view.

f. Task Type is set to Fixed Work for "boots-on-the-ground" construction activities.

g. Task Type is set to Fixed Duration for design activities, submittals, Government reviews, procurement, material/equipment delivery, and utility outages.

h. "Effort Driven" is turned ON for Fixed Duration tasks.

i. Time Periods established for the project are set to 8 Hrs/Day, 40 Hrs/Week and 20 days/month.

j. Week starts on Monday must be selected.

k. Default start time is set to 8am (0800).

l. Default end time is set to 5pm (1700).

1.3.1.6 Cost Loading Microsoft Project 2016 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Assign material and equipment costs, for which payment will be requested in advance of installation, to their respective procurement activity (i.e. the material/equipment on-site activity).

Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

SECTION 01 32 16.00 20 Page 6

1.3.1.6.1 Software Settings

a. Resource Sheet

(1) Resource Name: Enter each code and resource for the project

(2) Type: Set to "Material"

(3) Material Label: Enter units of measurement for each resource

(4) Std. Rate: Enter unit cost for each resource

(5) Accrue at: Set to "Prorated"

b. Assigning Resources to Each Activity

(1) Select each activity in Gantt Chart

(2) Assign resources, Resource Tab

(3) Select each resource and enter the quantity of the units; then, assign the resource(s) to the activity

c. Baseline for Earned Value Calculation, File Tab, Options, Advanced, Default task Earned Value method: Set to "Physical % Complete" or as directed by the Contracting Officer

1.3.1.6.2 Tabular Reports

1.3.1.6.2.1 Tracking Gantt Schedule with Cost Table

Submit a Tracking Gantt Schedule with each schedule update showing activity baseline cost, cost percent complete, and Budgeted Cost of Work Performed (BCWP), as directed by the Contracting Officer.

1.3.1.6.2.2 Earned Value Over Time Report

a. With each schedule submission, submit Earned Value Over Time Report S-Curves indicating Planned Value to the contract completion date based on projected early and late activity finish dates and Earned Value.

b. Revise Earned Value Over Time Report S-Curves when the contract is modified, or as directed by the Contracting Officer.

1.3.2 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

1.3.3 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual

SECTION 01 32 16.00 20 Page 7 activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is

SECTION 01 32 16.00 20 Page 8 determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay.

Apportionment must provide identification of delay type and classification of delay by compensable and non-compensable events.

The associated narrative must clearly describe analysis methodology used, and the findings in a chronological listing beginning with the earliest delay event.

(1) Identify and classify types of delays as follows:

(a) Force majeure delay (e.g. weather delay): Any delay event caused by something or someone other than the Government (including its agents) or the Contractor, or the risk of which has not been assigned solely to the Government or the Contractor. If the force majeure delay is on the critical path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, classified as a non-compensable event.

(b) A Contractor-delay: Any delay event caused by the Contractor, or the risk of which has been assigned solely to the Contractor.

If the contractor-delay is on the critical path, in absence of other types of concurrent delays, Contractor is not granted extension of contract time, and classified as a non-compensable event. Where absent other types of delays, and having impact to project completion, provide a Corrective Action Plan, identifying plan to mitigate delay, to the Contracting Officer.

(c) A Government-delay: Any delay event caused by the Government, or the risk of which has been assigned solely to the Government.

If the Government-delay is on the longest path, in absence of other types of concurrent delays, the Contractor is granted an extension of contract time, and classified as a compensable event.

(2) Use functional theory to analyze concurrent delays, where:

Separate delay issues delay project completion, do not necessarily occur at same time, rather occur within same monthly schedule update period at minimum, or within same as-built period under review. If a combination of functionally concurrent delay types occurs, it is considered Concurrent Delay, which is defined in the following combinations:

(a) Government-delay concurrent with Contractor-delay: Excusable time extension, classified non-compensable event.

(b) Government-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(c) Contractor-delay concurrent with force majeure delay:

Excusable time extension, classified non-compensable event.

(3) A pacing delay, reacting to another delay (parent delay) equally or more critical than paced activity, must be identified prior to pacing. Contracting Officer will notify Contractor prior to

SECTION 01 32 16.00 20 Page 9 pacing. Contractor must notify Contracting Officer prior to pacing. Notification must include identification of parent delay issue, estimated parent delay time period, paced activity(s) identity, and pacing reason(s). Pacing Concurrency is defined as follows:

(a) Government-delay concurrent with Contractor-pacing: Excusable time extension, classified compensable event.

(b) Contractor-delay concurrent with Government-pacing:

Inexcusable time extension, classified non-compensable event.

1.6 4-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 4-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Four-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and emailed to the Government project team at least one day before the weekly coordination meeting. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

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 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 O&M Data and Text of Posted Operating Instructions

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Submittal Format

1.6.2.1 Format of SD-01 Preconstruction Submittals

1.6.2.2 Format for SD-02 Shop Drawings

1.6.2.2.1 Drawing Identification

1.6.2.3 Format of SD-03 Product Data

1.6.2.3.1 Product Information

1.6.2.3.2 Standards

1.6.2.3.3 Data Submission

1.6.2.4 Format of SD-04 Samples

1.6.2.4.1 Sample Characteristics

1.6.2.4.2 Sample Incorporation

1.6.2.4.3 Comparison Sample

1.6.2.5 Format of SD-05 Design Data

1.6.2.6 Format of SD-06 Test Reports

1.6.2.7 Format of SD-07 Certificates

1.6.2.8 Format of SD-08 Manufacturer's Instructions

1.6.2.8.1 Standards

1.6.2.9 Format of SD-09 Manufacturer's Field Reports

1.6.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.6.2.11 Format of SD-11 Closeout Submittals

1.6.3 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of SD-01 Preconstruction Submittal Copies

1.7.2 Number of SD-02 Shop Drawing Copies

1.7.3 Number of SD-03 Product Data Copies

1.7.4 Number of SD-04 Samples

1.7.5 Number of SD-05 Design Data Copies

1.7.6 Number of SD-06 Test Report Copies

SECTION 01 33 00 Page 1

1.7.7 Number of SD-07 Certificate Copies

1.7.8 Number of SD-08 Manufacturer's Instructions Copies

1.7.9 Number of SD-09 Manufacturer's Field Report Copies

1.7.10 Number of SD-10 Operation and Maintenance Data Copies

1.7.11 Number of SD-11 Closeout Submittals Copies

1.8 INFORMATION ONLY SUBMITTALS

1.9 PROJECT SUBMITTAL REGISTER AND DATABASE

1.9.1 Submittal Management

1.9.2 Preconstruction Use of Submittal Register

1.9.3 Action Codes

1.9.3.1 Government Review Action Codes

1.10 VARIATIONS

1.10.1 Considering Variations

1.10.2 Proposing Variations

1.10.3 Warranting that Variations are Compatible

1.10.4 Review Schedule Extension

1.11 SCHEDULING

1.11.1 QC Organization Responsibilities

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 DISAPPROVED SUBMITTALS

1.14 APPROVED SUBMITTALS

1.15 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer 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.