Upstream_Channel_Deepening_Certified_Final_RTA_Specs.pdf

UPSTREAM CHANNEL DEEPENING FY19SOOUPSDEEPEN

CERTIFIED FINAL - READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 10 20 DIVING

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 CONTRACTOR FURNISHED FACILITIES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 58 01 PROJECT SIGN AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER

ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 32 10 DRILLING FOR INSTRUMENTATION INSTALLATION

02 65 00 STORAGE TANK REMOVAL

DIVISION 13 - SPECIAL CONSTRUCTION

13 51 00 INSTRUMENTATION PROGRAM

13 51 10 TERRESTRIAL POSITIONING SYSTEM (TPS)

13 51 20 TILTMETERS

13 51 30 INCLINOMETERS

13 51 40 METALLIC TIME DOMAIN REFLECTOMETRY (MTDR)

13 70 00 AUTOMATED DATA ACQUISITION SYSTEM (ADAS)

DIVISION 31 - EARTHWORK

31 10 00 PLACEMENT OF MATERIALS

31 23 01.01 UNDERWATER BLASTING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DEEPENING

35 20 23.13 SCOW SILENT INSPECTOR

35 31 19 STONE MATERIAL, PLACEMENT AND CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

03/01

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 1

SECTION 01 10 10

REAL ESTATE

03/01

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 or as otherwise designated. 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

Additional Property Agreements; G, DO

In the event the contractor wishes to obtain additional real estate permissions, the Contractor must submit potential agreements which clearly relieve USACE from liability for review prior to execution, and the costs of those agreements will not be reimbursed.

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

The Construction Work Limit (CWL) and work and storage areas are shown on the drawings. The land emcompassed by the CWL and work and storage areas is government owned property.

1.2.2 Additional Real Estate Rights

Any additional property agreements and/or real estate rights desired by the Contractor shall be obtained by the Contractor at its own expense. Such agreements shall clearly relieve the Government of any responsibility for damages or liability resulting from the Contractor's use of such grounds.

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 2

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 Control

SECTION 01 10 20 Page 1

SECTION 01 10 20

DIVING

03/01

PART 1 GENERAL

1.1 REFERENCES

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

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 information only or as otherwise designated. 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, AO.

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 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

SECTION 01 10 20 Page 2 divers, depth, and equipment over bottom pressure requirements, etc.

Emergency Management Plan; G, AO.

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, AO.

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, AO.

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, AO.

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 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

SECTION 01 10 20 Page 3

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, AO.

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 Occupational Safety and Health Standards.

SECTION 01 10 20 Page 4

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 market 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 and delivery as well as communications. This can be performed by the Diver Supervisor or through a control station tender qualified to perform those

SECTION 01 10 20 Page 6 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 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

SECTION 01 10 20 Page 7 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 Control

The contractor shall perform and record Quality Control 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 control 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 control 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.

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 Mobilization and Demobilization (ITEM #0001)

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Site Preparation & Restoration (ITEM #0002)

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Instrumentation Installation & Monitoring (ITEM #0003)

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Underwater Blast Shock or Impulse Stone Protection (ITEM #0004)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Upstream Approach Channel Deepening (ITEM #0005)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 OPTION 1 - Upstream Approach Channel Deepening (ITEM #0006)

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 BASIS FOR SETTLEMENT OF PROPOSALS

3.2 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

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 Mobilization and Demobilization (ITEM #0001)

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: job (JA)

1.3.2 Site Preparation & Restoration (ITEM #0002)

1.3.2.1 Payment

Payment under this item shall be made as a job price and include all costs associated with the preparation of the Government Furnished transfer sites and placement site as identified on the contract drawings and as required in Section 01 50 00, Section 02 65 00, Section 31 10 00, Section 32 92 19 and Section 35 31 19. Payment under this item shall include, at a minimum, cost associated with all identified special project procedures, construction of the temporary modular office, investigation of existing

SECTION 01 22 00.00 10 Page 2 conditions, disposal of existing storage tanks and gate structures, preliminary grading, construction of temporary haul routes, construction of permenant access roads, clearing, installation and maintenance of soil erosion and sediment control measures (e.g. check dams, seeding, erosion control blankets, etc.) and finish grading.

1.3.2.2 Unit of Measure

Unit of measure: job (JA)

1.3.3 Instrumentation Installation & Monitoring (ITEM #0003)

1.3.3.1 Payment

Payment under this item shall be made as a job price and include all costs associated with the installation and monitoring of instrumentation across the project site as identified on the contract drawings and as specified in Section 02 32 10, Section 13 51 00, Section 13 51 10, Section 13 51 20, Section 13 51 30, Section 13 51 40, Section 13 70 00 and Section 31 23 01.01.

1.3.3.2 Unit of Measure

Unit of measure: job (JA)

1.3.4 Underwater Blast Shock or Impulse Stone Protection (ITEM #0004)

1.3.4.1 Payment

Payment under this item shall include all costs associated with the procurement, inspection, conveyance, placement, removal and conveyance/placement at the Government Furnished Placement Site of the underwater blast shock or impulse stone protection as identified on the contract drawings and specified in Section 35 31 19. This item only applies if the Contractor elects to utilize underwater blasting to fracture the bedrock. Eighty percent of payment shall be made upon delivery of the stone with the remaining twenty percent of payment being made after final placement at the Government Furnished Placement Site.

1.3.4.2 Measurement

All measurements for payment for this item will be based on certified weight scale tickets as required in Section 35 31 19. The total estimated quantity shown on the Bidding Schedule assumes that stone protection will be placed as indicated in the contract drawings and assumes a conversion factor of 1.8 tons per cubic yard.

1.3.4.3 Unit of Measure

Unit of measure: Net Tons (NT)

1.3.5 Upstream Approach Channel Deepening (ITEM #0005)

1.3.5.1 Payment

Payment under this item shall include all costs associated with the deepening of the Upstream Approach Channel within the North Canal at the Soo Locks Facility in the area identified on the contract drawings as "REQUIRED DEEPENING LIMITS". Payment under this item shall include, at a minimum, cost associated with removal of bedrock and overburden from the

SECTION 01 22 00.00 10 Page 3 channel, protection of existing infrastructure during construction, conveyance and transfer of excavated material to the Government Furnished Placement Site. All activities required under this item shall be completed in accordance with the contract documents and Sections 31 23 01.01, Section 35 20 23, and Section 35 20 23.13.

1.3.5.2 Measurement

All measurements for payment for this item will be based on prior and after surveys within the "REQUIRED DEEPENING LIMITS" conducted by the Government and any additional surveys as specified by the COR. All quantity computations for deepening payment will be made in accordance with paragraph entitled "Volume Calculations" in Section 35 20 23.

The total estimated deepening quantities shown on the Bidding Schedule includes the required depth material plus the required overdepth material, plus the allowable overdepth material. Estimated bedrock quantities are based on the refusal depth identified on the test pit and boring logs. The Contractor is to make their own determination of what is considered bedrock and overburden based on the information provided in the test pit summaries and boring logs. The pay quantities listed below are computed for the required and allowable material to be removed as shown on the drawings or otherwise specified.

a. Estimated deepening quantities in Cubic Yards

(1) Required Depth + Required Overdepth

Overburden 72,600 C.Y.

Bedrock 152,700 C.Y.

(2) Allowable Overdepth

Overburden 11,000 C.Y.

Bedrock 44,000 C.Y.

1.3.5.3 Unit of Measure

Unit of measure: cubic yard (CY)

1.3.6 OPTION 1 - Upstream Approach Channel Deepening (ITEM #0006)

1.3.6.1 Payment

Payment under this item shall include all costs associated with the deepening of the Upstream Approach Channel within the North Canal at the Soo Locks Facility in the area identified on the contract drawings as "OPTION 1 DEEPENING LIMITS". Payment under this item shall include, at a minimum, cost associated with removal of bedrock and overburden from the channel, protection of existing infrastructure during construction, conveyance and transfer of excavated material to the Government Furnished Placement Site. All activities required under this item shall be completed in accordance with the contract documents and Sections 31 23 01.01, Section 35 20 23, and Section 35 20 23.13.

1.3.6.2 Measurement

All measurements for payment for this item will be based on prior and after

SECTION 01 22 00.00 10 Page 4 surveys within the "OPTION 1 DEEPENING LIMITS" conducted by the Government and any additional surveys as specified by the COR. All quantity computations for deepening payment will be made in accordance with paragraph entitled "Volume Calculations" in Section 35 20 23.

The total estimated deepening quantities shown on the Bidding Schedule includes the required depth material plus the required overdepth material, plus the allowable overdepth material. Estimated bedrock quantities are based on the refusal depth identified on the test pit and boring logs. The Contractor is to make their own determination of what is considered bedrock and overburden based on the information provided in the test pit summaries and boring logs. The pay quantities listed below are computed for the required and allowable material to be removed as shown on the drawings or otherwise specified.

a. Estimated deepening quantities in Cubic Yards

(1) Required Depth + Required Overdepth

Overburden 14,500 C.Y.

Bedrock 4,100 C.Y.

(2) Allowable Overdepth

Overburden 1,200 C.Y.

Bedrock 2,100 C.Y.

1.3.6.3 Unit of Measure

Unit of measure: cubic yard (CY)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 BASIS FOR SETTLEMENT OF PROPOSALS

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

SECTION 01 22 00.00 10 Page 5

(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

3.2 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

(a) This clause does not apply to terminations.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region IV. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply.

For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

CONTRACTOR FURNISHED FACILITIES

03/15

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 FACILITY

1.1.2 Data

1.1.3 Combination of Contractor/Government-Furnished Placement Areas

1.1.4 Expenses

1.1.5 Required Data Needed if No Corps of Engineers Permit(s)

Available

1.1.6 Required Data Needed if a Corps of Engineers Permit(s) is

Available

1.1.7 Required Data Submittal, Review and Approval

1.1.7.1 Required Data Submittal if No Corps of Engineers Regulatory

Permit(s) Available

1.1.7.2 Required Data Submittal if a Corps of Engineers Regulatory

Permit(s) is Available

1.1.7.3 Contracting Officer's Approval

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

CONTRACTOR FURNISHED FACILITIES

03/15

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 FACILITY

The term "facility" used in this Section refers to all Contractor-furnished features that are proposed by the Contractor in conjunction with execution and performance of dredging and that are not specifically identified in the solicitation document. The facility includes, but not limited to, dredged material placement area(s), dredged material transfer site(s) and/or off-loading site(s), and/or haul roads.

1.1.2 Data

Submit all information and data specified in this Section.

1.1.3 Combination of Contractor/Government-Furnished Placement Areas

If a Contractor-furnished placement area is approved in combination with the Government-furnished placement area, the Contractor shall place dredged material into the Contractor-furnished placement area in the quantity approved by the government.

1.1.4 Expenses

All expenses incurred in complying with requirements for use of a proposed Contractor-furnished placement facility shall be borne by the Contractor, and all operations in connection therewith shall be at the Contractor's risk.

1.1.5 Required Data Needed if No Corps of Engineers Permit(s) Available

A Contractor proposing use of a contractor-furnished placement facility that does not have a Corps of Engineers regulatory permit which covers the dredged material outlined in the contract and proposed placement facility shall furnish the data identified below for each proposed facility. The Cors of Engineers will conduct Section 106 of the National Historic Preservation Act coordination with the appropriate State Historic Preservation Office. No ground impacting work will take place at a contractor furnished disposal site until the contractor is notified by Corps of Engineers that the Section 106 process has been completed and work can proceed.

(1) Name and address of Property Owner(s).

(2) Location, site map, and legal description (or appropriate substitute) of area(s) and haul route(s).

(3) Previous Land Use Information for the last ten year period.

(4) A Topographic Map of the Area outlining the property boundary and

SECTION 01 30 00 Page 2 specific placement location. The topography may be depicted on a USGS Quadrangle sheets (or specific enlargement from the sheet) if the land elevations remain essentially the same as depicted on the sheet. The name, date and latest photograph update to the Quad sheet must be provided if a USGS Quad sheet is used. If areas within the proposed placement location have been filled since the date of the Quad sheet, then new topographic survey is required including surveyor information and preparation date. Cross sections required in item (8) should be depicted on the topographic map.

(5) Photographs showing the area proposed for use.

(6) All data required to assess potential environmental impacts. This information is required in order to determine the necessity for environmental documentation for the proposed use of the site.

Applicable data would include, but not be limited to, a Phase I Environmental Site Assessment of the proposed placement facility prepared in accordance with ASTM E1527 - Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.

(7) Capacity of placement area.

(8) Cross section(s) of the proposed fill area depicting existing grade, average depth of fill and final grades over placement area.

(9) Obtain a fully executed Contractor-Furnished Placement Facility Permit. Use the sample permit form attached at the end of this Section.

(10) Documentation of coordination of the use of the proposed placement facility with Federal, State and local agencies having an interest and furnish written approval of these agencies for use of such facilities(s). Applicable agencies are:

Michigan:

(a) Mr. Chris Antieau, Corps Project Coordinator Chief, Michigan Department of Environmental Quality, Great Lakes Shorelands Unit, Water Resources Division, P.O. Box 30473, Lansing, Michigan 48909-7973. As a minimum, a determination that the proposed fill area does not contain regulated wetlands and that the site is not within a regulated floodplain.

(b) Mr. Scott Hicks, Field Supervisor, U.S. Fish and Wildlife Service, Ecological Services, 2651 Coolidge Road, Suite 101, East Lansing, Michigan 48823. As a minimum, a determination that the site does not impact Federally listed Threatened or Endangered or Candidate species.

(c) Mr. Kenneth Westlake, US Environmental Protection Agency, Region V, Environmental Planning and Evaluation, 77 West Jackson Boulevard, Chicago, IL 60604-3590.

(d) Regulatory Branch, Engineering and Technical Services Division, U.S. Army Engineer District, Detroit, P.O. Box 1027, Detroit MI, 48231.

All States:

SECTION 01 30 00 Page 3

(a) Local Permit, if any, including evidence of a Soil Erosion and Sediment Control (SESC) Permit from the appropriate local SESC agency or determination that no SESC permit is required.

1.1.6 Required Data Needed if a Corps of Engineers Permit(s) is Available

A Contractor proposing use of a contractor-furnished placement facility that does have a Corps of Engineers regulatory permit which covers the dredged material outlined in the contract and the proposed placement facility shall furnish the following data for each proposed facility:

(1) The Corps of Engineers Permit(s)

(2) Any applicable State and Local permit(s)

(3) Obtain a fully executed Contractor-Furnished Placement Facility Permit. Use the sample permit form attached at the end of this Section.

1.1.7 Required Data Submittal, Review and Approval

1.1.7.1 Required Data Submittal if No Corps of Engineers Regulatory Permit(s) Available

The contractor's initial proposal for use of a contractor-furnished placement facility shall be accompanied by all the required data specified under paragraphs 1.1.5. The contractor shall submit the required documents to the Contracting Officer for approval at least 90 calendar days in advance of the proposed placement facility usage to allow for government review, coordination and approval.

1.1.7.2 Required Data Submittal if a Corps of Engineers Regulatory Permit(s) is Available

The contractor's initial proposal for use of a contractor-furnished placement facility shall be accompanied by all the required data specified under paragraphs 1.1.6. The contractor shall submit the required documents to the Contracting Officer for approval at least 30 calendar days in advance of the proposed placement facility usage to allow for government review, coordination and approval.

1.1.7.3 Contracting Officer's Approval

The Contracting Officer's approval of the contractor-furnished placement facility shall be issued by contract modification pursuit to the "Changes" clause. The Contracting Officer's approval modification of the contractor-furnished placement facility shall not adjust the contract price and shall not adjust the contract performance period. The Contracting Officer's disapproval of a contractor-furnished placement facility shall not be subject to the "Disputes" clause and shall not result in a time extension for delays to the contractor.

PART 2 PRODUCTS

Not Used

SECTION 01 30 00 Page 4

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

SECTION 01 32 01.00 10 Page 1

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G, AO

Preliminary Project Schedule; G, AO

Initial Project Schedule; G, AO

Periodic Schedule Update; G, AO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for…