Duluth Vessel Yard Specifications.pdf

Duluth vessel yard

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 10 REAL ESTATE

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 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER

ATTACHMENTS

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 25 00 EXPANSION, CONSTRUCTION AND CONTROL JOINTS

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 41 10 METAL SHEET PILING

05 50 00 MISCELLANEOUS METAL

05 52 00 METAL GUARDRAILS AND LADDERS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 27 29 MARINA ELECTRICAL WORK

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATIONS AND BACKFILLS

31 63 33.00 04 MICROPILES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

CERTIFIED FINAL READY TO ADVERTISE

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 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

Additional Property Agreements; G-RE.

Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

Furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the work and storage areas and/or other additional real estate that have been obtained are shown on the task order specific drawings. Copies of real estate agreements, if any, obtained prior to advertisement are included in the solicitation package. Contractors are required to comply with requirements and conditions for all agreements in the solicitation package, and any others obtained after, as a condition for use of the real estate. No other real estate agreements have been obtained by the Government for this project and contractors are cautioned of the need to complete the project without dependence on additional real estate being obtained. Property agreements and/or real estate rights provided under this contract (if any) will be attached to Section 01 99 90

"LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS"

1.2.2 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain and utilize them at their own expense. All additional real estate agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds.

Additional agreements obtained by the Contractor must be coordinated and acknowledged sufficient by Real Estate Office, US Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, Michigan prior to

SECTION 01 10 10 Page 1 application and execution. This acknowledgment of sufficiency will be dependent upon conformance with Federal Real Estate and Environmental requirements and any other laws and regulations as may be determined applicable by the Government.

1.2.3 Additional Real Estate Rights Obtained by the Government

Additional real estate agreements may also be obtained by the Government after the solicitation. If utilized, the Contractor is required to abide by all terms and conditions as set forth in the agreements.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 100 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 2

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 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, EOS.

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 divers, depth, and equipment over bottom pressure requirements, etc.

SECTION 01 10 20 Page 1

Emergency Management Plan; G, EOS.

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, EOS.

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, EOS.

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, EOS.

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

SECTION 01 10 20 Page 2

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, EOS.

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 3

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 4

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 required to be performed as part of the proposed flume extension. 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

SECTION 01 10 20 Page 5

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 anticipated. The daily pre-dive meeting shall be documented and attached

SECTION 01 10 20 Page 6 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 7

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

BASE BID ITEMS

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 STEEL SHEET PILE

1.3.2.1 Payment

Payment will be made for costs associated with operations necessary for construction of the steel sheet pile as required in the plans and specifications.

SECTION 01 22 00.00 10 Page 1

1.3.2.2 Unit of Measure

Unit of measure: job (JA).

1.3.3 0003 FILL STONE

1.3.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fill stone as required in the plans and specifications.

1.3.3.2 Unit of Measure

Unit of measure: ton.

1.3.4 0004 TOPPING STONE

1.3.4.1 Payment

Payment will be made for costs associated with operations necessary for construction of the topping stone as required in the plans and specifications.

1.3.4.2 Unit of Measure

Unit of measure: ton.

1.3.5 0005 CONCRETE DEMO AND EXCAVATION

1.3.5.1 Payment

Payment will be made for costs associated with operations necessary for construction of the concrete demo and excavation as required in the plans and specifications.

1.3.5.2 Unit of Measure

Unit of measure: job (JA).

1.3.6 0006 DRILLED IN PLACE PILES

1.3.6.1 Payment

Payment will be made for costs associated with operations necessary for construction of the drilled in place piles as required in the plans and specifications.

1.3.6.2 Unit of Measure

Unit of measure: linear foot (LF).

1.3.7 0007 NEW CONCRETE

1.3.7.1 Payment

Payment will be made for costs associated with operations necessary for construction of the new concrete as required in the plans and specifications.

SECTION 01 22 00.00 10 Page 2

1.3.7.2 Unit of Measure

Unit of measure: job (JA).

1.3.8 0008 BOLLARDS

1.3.8.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards, including all appurtenances and installation ready for use as required in the plans and specifications.

1.3.8.2 Unit of Measure

Unit of measure: each (EA).

1.3.9 0009 ELECTRICAL WORK

1.3.9.1 Payment

Payment will be made for costs associated with operations necessary for construction of the electrical work as required in the plans and specifications.

1.3.9.2 Unit of Measure

Unit of measure: job (JA).

1.3.10 0010 TURBIDITY CURTAIN

1.3.10.1 Payment

Payment will be made for costs associated with operations necessary for installation and maintenance of a turbidity curtain in the base area as required in the plans and specifications.

1.3.10.2 Unit of Measure

Unit of measure: job (JA).

1.3.11 0011 GAUGE PIT REPAIRS

1.3.11.1 Payment

Payment will be made for costs associated with performing the required verification of the as-built conditions of the gage pit piping followed by the construction of the flume extension as shown in the Project Drawings.

1.3.11.2 Unit of Measure

Unit of measure: job (JA).

OPTION 1

SECTION 01 22 00.00 10 Page 3

1.3.12 0012 STEEL SHEET PILE

1.3.12.1 Payment

Payment will be made for costs associated with operations necessary for construction of the steel sheet pile as required in the plans and specifications.

1.3.12.2 Unit of Measure

Unit of measure: job (JA).

1.3.13 0013 FILL STONE

1.3.13.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fill stone as required in the plans and specifications.

1.3.13.2 Unit of Measure

Unit of measure: ton.

1.3.14 0014 TOPPING STONE

1.3.14.1 Payment

Payment will be made for costs associated with operations necessary for construction of the topping stone as required in the plans and specifications.

1.3.14.2 Unit of Measure

Unit of measure: ton.

1.3.15 0015 CONCRETE DEMO AND EXCAVATION

1.3.15.1 Payment

Payment will be made for costs associated with operations necessary for construction of the concrete demo and excavation as required in the plans and specifications.

1.3.15.2 Unit of Measure

Unit of measure: job (JA).

1.3.16 0016 DRILLED IN PLACE PILES

1.3.16.1 Payment

Payment will be made for costs associated with operations necessary for construction of the drilled in place piles as required in the plans and specifications.

1.3.16.2 Unit of Measure

Unit of measure: linear foot (LF).

SECTION 01 22 00.00 10 Page 4

1.3.17 0017 NEW CONCRETE

1.3.17.1 Payment

Payment will be made for costs associated with operations necessary for construction of the new concrete as required in the plans and specifications.

1.3.17.2 Unit of Measure

Unit of measure: job (JA).

1.3.18 0018 BOLLARDS

1.3.18.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards, including all appurtenances and installation ready for use as required in the plans and specifications.

1.3.18.2 Unit of Measure

Unit of measure: each (EA).

1.3.19 0019 FENDERING AND HARDWARE

1.3.19.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fendering and hardware in the base work area and option 1 work area as required in the plans and specifications.

1.3.19.2 Unit of Measure

Unit of measure: job (JA).

1.3.20 0020 TURBIDITY CURTAIN

1.3.20.1 Payment

Payment will be made for costs associated with operations necessary for installation and maintenance of a turbidity curtain in the option 1 area as required in the plans and specifications.

1.3.20.2 Unit of Measure

Unit of measure: job (JA).

OPTION 2

1.3.21 0021 STEEL SHEET PILE

1.3.21.1 Payment

Payment will be made for costs associated with operations necessary for construction of the steel sheet pile as required in the plans and specifications.

SECTION 01 22 00.00 10 Page 5

1.3.21.2 Unit of Measure

Unit of measure: job (JA).

1.3.22 0022 FILL STONE

1.3.22.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fill stone as required in the plans and specifications.

1.3.22.2 Unit of Measure

Unit of measure: ton.

1.3.23 0023 TOPPING STONE

1.3.23.1 Payment

Payment will be made for costs associated with operations necessary for construction of the topping stone as required in the plans and specifications.

1.3.23.2 Unit of Measure

Unit of measure: ton.

1.3.24 0024 CONCRETE DEMO AND EXCAVATION

1.3.24.1 Payment

Payment will be made for costs associated with operations necessary for construction of the concrete demo and excavation as required in the plans and specifications.

1.3.24.2 Unit of Measure

Unit of measure: job (JA).

1.3.25 0025 DRILLED IN PLACE PILES

1.3.25.1 Payment

Payment will be made for costs associated with operations necessary for construction of the drilled in place piles as required in the plans and specifications.

1.3.25.2 Unit of Measure

Unit of measure: linear foot (LF).

1.3.26 0026 NEW CONCRETE

1.3.26.1 Payment

Payment will be made for costs associated with operations necessary for construction of the new concrete as required in the plans and specifications.

SECTION 01 22 00.00 10 Page 6

1.3.26.2 Unit of Measure

Unit of measure: job (JA).

1.3.27 0027 BOLLARDS

1.3.27.1 Payment

Payment will be made for costs associated with operations necessary for construction of the bollards, including all appurtenances and installation ready for use as required in the plans and specifications.

1.3.27.2 Unit of Measure

Unit of measure: each (EA).

1.3.28 0028 FENDERING AND HARDWARE

1.3.28.1 Payment

Payment will be made for costs associated with operations necessary for construction of the fendering and hardware in the Option 2 work area as required in the plans and specifications.

1.3.28.2 Unit of Measure

Unit of measure: job (JA).

1.3.29 0029 TURBIDITY CURTAIN

1.3.29.1 Payment

Payment will be made for costs associated with operations necessary for installation and maintenance of a turbidity curtain in the option 2 area as required in the plans and specifications.

1.3.29.2 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.

-- End of Section --

SECTION 01 22 00.00 10 Page 7

SECTION 01 22 00.00 10 Page 8

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

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

Construction Schedule; G, EOU

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a 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 acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition 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 Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of 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 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.

SECTION 01 32 16.00 20 Page 1

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart 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. The updated schedule must be kept current, reflecting actual 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: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

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

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

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

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

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

Each entry in the narrative report must cite the respective Activity ID and Activity Description, 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

SECTION 01 32 16.00 20 Page 2 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 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. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

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.

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 Three-Week Look Ahead Schedule. 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. Deliver three hard copies and one electronic file of the 4-Week Look Ahead Schedule to the Contracting Officer for review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All 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. All 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

SECTION 01 32 16.00 20 Page 3 remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 4

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.

1.1.2 Project Type

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

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

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

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

SD-01 Preconstruction Submittals

Submittals that are required prior to or commencing with the start of work on site.

Examples of Preconstruction Submittals include but ar e not l i mi t ed t o:

Construction Progress Schedule

List Of Proposed Products

SECTION 01 33 00 Page 1

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract that is specifically prepared to illustrate some portion of the work. This includes:

-Detail provided by the contractor/subcontractor, manufacturer or fabricator showing the proposed fabrication and assembly of structural elements.

-Detail showing the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract.

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

-The Government may duplicate, use and disclose, in any manner and for any purpose, shop drawings delivered under this contract.

SD-03 Product Data

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

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

SD-04 Samples

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

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SECTION 01 33 00 Page 2

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

SD-06 Test Reports

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

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

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

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

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

SECTION 01 33 00 Page 3

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

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

Special requirements necessary to properly close out a construction…