Technical Specifications Dashields L-D Ohio River Pennsylvania Attachment 1.pdf

W911WN20B8000

Safety Booms

Dashields Locks and Dam Allegheny County, Pennsylvania

Final Submittal – CERTIFIED FINAL Technical Specifications

December 2019

Dashields Locks and Dam Waterway Safety Boom

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 20 DIVING

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE BAR CHART

01 33 00 SUBMITTAL PROCEDURES

01 35 00 SPECIAL 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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 73 19.00 08 GOVERNMENT-FURNISHED PROPERTY (GFP)

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DIVISION 03 - CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 70.13 SYNTHETIC ROPE FOR BOATER SAFETY BOOM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

CERTIFIED FINAL

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 20

DIVING

03/01

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

PART 2 PRODUCTS

2.1 Compressors

2.2 Breathing Gas Hoses & Umbilicals

2.3 Hot Water

2.3.1 Hot Water Heaters

2.3.2 Hot Water Suits

2.3.3 Hot Water Hoses

2.4 Helmets, Masks, & Regulators

PART 3 EXECUTION

3.1 DIVING OPERATIONS

3.1.1 Numbers of Persons for Dive Teams

3.2 DIVING WORK

3.2.1 Dive Inspectors

3.2.2 Pre-Dive Conference and Pre-Dive Meetings

3.2.2.1 Pre-Dive Conference

3.2.2.2 Pre-Dive Meetings

3.2.3 Underwater Work

3.2.3.1 Tools and Work Procedures

3.2.3.2 Welding & Burning

3.2.4 Dive Logs

3.2.5 Quality Assurance

-- End of Section Table of Contents --

SECTION 01 10 20 Page 1

SECTION 01 10 20

DIVING

03/01

PART 1 GENERAL

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements 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 DO

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 Pittsburgh District appointed personnel: 1.

Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Pittsburgh District will solicit review

SECTION 01 10 20 Page 2 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.

Emergency Management Plan; G

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

Activity Hazard Analysis; G

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

Safe Practices Manual; G

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

Dive Personnel Qualifications; G

Submit for review all dive personnel qualifications 15 calendar days prior to dive plan submittals. Required dive personnel qualifications that shall be in the following order: 1. Training Documentation in compliance with OSHA Diving Standards for each diver, tender, dive superintendent, 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 superintendents 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

SECTION 01 10 20 Page 3

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

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 Pittsburgh District appointed personnel: 1.

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

Dive Equipment Maintenance; G

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

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

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

1.3 QUALITY CONTROL

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

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

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

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

d. Observance of safety regulations, as noted in the ADC Manual, the

SECTION 01 10 20 Page 4

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.

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 hot water 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

SECTION 01 10 20 Page 5 site as well as to the divers shall be rated and primarily sold for diving hot water delivery.

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.

SECTION 01 10 20 Page 6

The Diving superintendent shall provide near constant monitoring of air supply and delivery as well as communications. This can be performed by the Diver superintendent 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 or designated representative 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

SECTION 01 10 20 Page 7 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 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 or designated respresentative. 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 or designated representative. 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 or designated representative 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 or designated representative 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. The Contractor shall be responsible for rework required for any improper work placement discovered during the inspections.

-- End of Section --

SECTION 01 10 20 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes constructing a waterway safety boom within the Ohio River, upstream of the Dashields Locks and Dam. The purpose of the waterway safety boom is to visually warn river users of the downstream fixed crest dam. The Government furnished waterway safety boom was purchased from Worthington Products Inc. (Worthington) under a separate contract and included the floats, mooring buoys, solar lights, solar light mounts and fuses (breakaway shackles). A complete description of the Government furnished property is described in Section 01 73 19.00 08

GOVERNMENT-FURNISHED PROPERTY (GFP).

The general description of the work is to furnish all material; except items listed as furnished by the Government; equipment, labor, layout the work and supervision required to perform the work. The contract features of work include, but are not limited to the following:

a. Perform all construction related surveying operations related to the work, using horizontal and vertical controls for above and below water conditions, to accurately layout out the work and to locate the waterway safety boom and determine if underwater obstructions occur at the anchor block locations.

b. Furnish and install erosion and sediment control Best Management Practices (BMP's). Remove at the conclusion of the contract.

c. Remove and dispose of obstruction materials at the waterway boom and anchor block locations as necessary that will interfere with the boom installation and boom functionality.

d. Furnish and install precast concrete anchor blocks at all locations identified on the drawings.

e. Inspect and transport all Government furnished materials from the defined Government storage location to the installation site.

f. Install the Government furnished waterway safety boom, vertical mooring buoys, and anchor line weak links as indicated on the contract drawings across the river and install Government furnished solar lights on top of the vertical mooring buoys. The Contractor shall furnish and install all material not specifically identified as Government furnished property.

g. Fabricate, deliver and install new boom metal storage racks at the designated location at the site.

h. Confirm location of the vertical mooring bouys and anchor blocks with a remotely operative vehicle (ROV) with GPS capabilities and

SECTION 01 11 00 Page 2 submit the results to the Government.

i. Cleanup and restore all laydown and storage areas and access road to the original condition at the start of the contract.

1.1.2 Location

The project site is located on the Ohio River at the Dashields Locks and Dam in Allegheny County, Pennsylvania at river mile 13.3 downstream from the Point in Pittsburgh. The site is a few miles upriver from Aliquippa, Pa. off Route 51 near the small town of Glenwillard and across the river from the nearby residential communities of Edgeworth and Sewickley.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 3

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 CLIN SCHEDULE

1.3.1 0001 Reimbursement For Actual Performance And Payment Bond

Premiums

1.3.2 0002 Mobilization and Demobilization

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 0003 Safety Boom Galvanized Steel Storage Racks

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 0004 Precast Reinforced Concrete Anchor Blocks and Buoy

Assemblies

1.3.4.1 Payment

1.3.4.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

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 CLIN 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 CLIN 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 CLIN SCHEDULE

1.3.1 0001 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 73 00 SUPPLEMENTARY CONDITIONS, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

1.3.2 0002 Mobilization and Demobilization

1.3.2.1 Payment

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

DEMOBILIZATION.

1.3.2.2 Unit of Measure

Unit of measure: JOB (JA)

1.3.3 0003 Safety Boom Galvanized Steel Storage Racks

1.3.3.1 Payment

Payment will be made for costs associated with Safety Boom Galvanized Steel

SECTION 01 22 00.00 10 Page 2

Storage Racks as required in the plans and specifications.

1.3.3.2 Unit of Measure

Unit of measure: JOB (JA)

1.3.4 0004 Precast Reinforced Concrete Anchor Blocks and Buoy Assemblies

1.3.4.1 Payment

Payment will be made for costs associated with Precast Reinforced Concrete Anchor Blocks and Buoy Assemblies as required by the plans and specifications.

1.3.4.2 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 or designated representative as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer or designated representative to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

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SECTION 01 22 00.00 10 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUMMARY

1.2 REFRENCES

1.3 ACRONYMS

1.4 CONTRACT ADMINISTRATION

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY

CORPS OF ENGINEERS CONTRACTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 SUMMARY

This sections contains contract administrative requirements which are not covered in Section 00 70 00 CONDITIONS OF THE CONTRACT or Section 00 73 00

SUPPLEMENTARY CONDITIONS.

1.2 REFRENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 ACRONYMS

DFARS - Defense Federal Acquisition Regulation Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulation SAT - Simplified Acquisition Threshold

1.4 CONTRACT ADMINISTRATION

An Administrative Contracting Officer (ACO) will be designated on this contract to act within the limits delegated by the Contracting Officer or designated representative. The ACO designation letter will clearly detail the authorities of the ACO.

1.5 USACE ACQUISITION INSTRUCTIONS (UAI)

1.5.1 UAI 5122.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS

OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans' Employment and Training Service (VETS): http://www.dol.gov/vets/

SECTION 01 30 00 Page 2

Federal veteran employment information: www.fedshirevets.gov/

Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

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

Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer or designated representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer or designated representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer or designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 3

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer or designated representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer or designated representative will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer or designated representative will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer or designated representative and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer or designated representative. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

02/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE - BAR CHART

3.3 REQUESTS FOR TIME EXTENSIONS

3.3.1 Justification of Delay

3.3.2 Time Extension

3.3.3 Impact to Early Completion Schedule

3.4 FAILURE TO ACHIEVE PROGRESS

3.4.1 Artificially Improving Progress

3.4.2 Failure to Perform

3.4.3 Recovery Schedule

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 1

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Periodic Schedule Update; G, RO

Bar Chart Schedule; G, RO

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. A bar chart shall be prepared in accordance with paragraph PROGRESS SCHEDULE

- BAR CHART.

3.2 PROGRESS SCHEDULE - BAR CHART

The progress chart to be prepared by the Contractor pursuant to Section

00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR

CONSTRUCTION CONTRACTS shall consist of a bar chart as described herein.

In preparing this schedule, the scheduling of construction is the responsibility of the Contractor and contractor management personnel shall actively participate in its development. The chart may be prepared in a format proposed by the Contractor and approved by the Contracting Officer or designated representative. Each activity shall include the applicable Price Schedule item number and show the estimated cost and show activity

SECTION 01 32 01.00 10 Page 2 duration. Larger activities shall be broken down into smaller activities with clearly defined limits (i.e. Excavation between STA xx and STA yy).

In general, the estimated cost of any individual activity should not exceed $50,000. The selection and number of activities shall be subject to the Contracting Officer's or designated representative's approval. The chart shall be updated monthly to show actual progress and percentage of work completed for each activity. The Contractor shall submit, as part of his monthly request for payment, updated copies of his progress schedule identifying the work completed during the reporting period. If the Government issues changes to the existing work or adds additional work items to the contract, the Contractor shall revise his progress schedule accordingly. All costs associated with revising the schedule shall be included as part of the modification of the contract. If the Contractor's progress falls behind his planned work effort, a revised schedule shall be furnished to show how the Contractor proposes to complete the remaining work within the contract time. If the Contractor fails to submit updates as required, the Contracting Officer or designated representative may withhold approval of partial payment estimates, until such submittals are made.

3.3 REQUESTS FOR TIME EXTENSIONS

Provide a justification of delay to the Contracting Officer or designated representative in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.

3.3.1 Justification of Delay

Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s). Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay. A time extension becomes part of the project schedule and all future schedule updates upon approval by the Contracting Officer or designated representative.

3.3.2 Time Extension

The Contracting Officer or designated representative must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.

Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.3.3 Impact to Early Completion Schedule

No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually

SECTION 01 32 01.00 10 Page 3 performed work in accordance with that Early Completion Schedule. The Contractor must show that an early completion was achievable had it not been for the impact.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer or designated re presentative may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Artificially Improving Progress

Artificially improving progress is prohibited. Indicate assumptions made and the basis for any duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.

3.4.2 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer or designated representative pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS, FAR 52.249-10 DEFAULT (Fixed-Price Construction), and other contract provisions.

3.4.3 Recovery Schedule

Should the Contracting Officer or designated representative find it necessary, submit a recovery schedule pursuant to Section 00 70 00

CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION

CONTRACTS.

-- End of Section --

SECTION 01 32 01.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format for SD-02 Shop Drawings

1.5.2.1.1 Drawing Identification

1.5.3 Source Drawings and 3-D CADD Models for Shop Drawings

1.5.4 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Contractor Action Code and Action Code

1.8.6 Copies Delivered to the Government

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

SECTION 01 33 00 Page 1

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

ENG Form 4025-R

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

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

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

1.1.2 Project Type

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

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

1.1.3 Submission of Submittals

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

All submittals shall be in English.

A submittal register, showing items of equipment and materials for when submittals are required by the specifications, is provided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

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

SECTION 01 33 00 Page 3 contract.

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

Certificates of Insurance

Surety Bonds

List of Proposed Subcontractors

List of Proposed Products

Construction Progress Schedule

Submittal Register

Schedule of Prices or Earned Value Report

Work Plan

Quality Control(QC) Plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-05 Design Data

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

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified

SECTION 01 33 00 Page 4 requirements. Testing must have been within three years of date of contract award for the project.

Report…