CLAW TSpecs.pdf

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Attached to: RECOVERY--54--PROJECT NUMBER 13524, Chickamauga Lock, Tennessee River, TN Fabrication and Delivery of Lock Approach Wall Pre-Cast Concrete Beams at Chickamauga Lock, Project of the Nashville District U. S. Army Corps of Engineers.
Solicitation number: W912P510B0006
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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File	Type	Posted
Abstract.pdf	PDF	Apr 5, 2010
Amendment 0003.pdf	PDF	Mar 17, 2010
Amend3 CLAW TSpecsPgs.pdf	PDF	Mar 17, 2010
Amend3 CLAW Drawings.pdf	PDF	Mar 17, 2010
Approach Wall site visit attendance.pdf	PDF	Mar 17, 2010
Amend2 CLAW TSpecsPgs.pdf	PDF	Mar 9, 2010
Amendment 2.pdf	PDF	Mar 9, 2010
AMENDMENT 1.pdf	PDF	Feb 26, 2010
CLAW Drawings.pdf	PDF	Feb 24, 2010
SOLICITATION.pdf	PDF	Feb 24, 2010

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Solicitation No. W912P5-10-B-00__

US Army Corps Of Engineers Nashville District

FABRICATION OF APPROACH WALL BEAMS

Chickamauga Lock Replacement Tennessee River Hamilton County, Tennessee

Technical Specifications

Nashville, Tennessee

February 2010

Lock Approach Wall Beams Chickamauga Lock Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 00 50 FORMS AND ATTACHMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 32 17 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 USACE QUALITY CONTROL

01 45 02 USACE QUALITY CONTROL SYSTEM (QCS)

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 STORM WATER

01 78 02 AS-BUILT DRAWINGS

DIVISION 03 - CONCRETE

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE

REINFORCEMENT FOR CIVIL WORKS

03 23 01 POST-TENSIONING

03 41 34 PRECAST CONCRETE BEAMS FOR APPROACH WALLS

03 41 35 LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

1.4.2 Access to Work

1.5 FABRICATION SHOP STORAGE

1.6 STORAGE YARD

1.6.1 Site Access to Storage Yard

1.6.1.1 Marine Access

1.6.1.2 Land Access

1.6.2 Site Preparation

1.6.2.1 Fence

1.6.3 Maintenance of Storage Yard

1.7 ACCIDENT PREVENTION

1.8 SURVEY REQUIREMENTS

PART 2 PRODUCTS

2.1 FENCE AND GATE MATERIALS

2.1.1 Fence Fabric

2.1.2 Gates

2.1.3 Posts

2.1.4 Braces and Rails

2.1.5 Tension Wire

2.1.6 Concrete

2.1.7 Padlocks

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

This section of the Specifications provides general information and requirements. The work covered by these Specifications consists of furnishing all equipment, labor, and materials required for the fabrication and delivery of precast approach wall beams as described in the contract documents. The fabricated approach wall beams, including embedded parts and inserts, are included under this contract. Handrails, grating, coverplates, brackets, skirts, restrainer bars, bearing pads, etc. will be fabricated under the follow-on lock construction contract.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A 392 (2007) Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric

ASTM A 824 (2001; R 2007) Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence

ASTM C 94/C 94M (2009) Standard Specification for Ready-Mixed Concrete

ASTM F 1083 (2008) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F 1184 (2005) Industrial and Commercial Horizontal Slide Gates

ASTM F 883 (2004) Padlocks

1.3 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 00 00 Page 2

Fabrication Shop Storage Plan; G RE

A plan describing in detail the proposed layout of fabricated items at the Contractor's plant, for which partial payments are requested, shall be submitted for approval. The plan shall be submitted within 15 calendar days after Notice to Proceed.

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

Not withstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer or his authorized representative shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.4.2 Access to Work

The Contractor shall provide safe access to the fabrication facility and any other areas where work on this contract is performed to permit inspection by the Government.

1.5 FABRICATION SHOP STORAGE

Fabricated items shall be stored in a manner to prevent permanent deflection, distortion, or other damage.

The Contractor is required to submit a fabrication shop storage plan for approval by the Contracting Officer. The plan shall include a layout of the proposed locations of all items stored at the fabrication shop, for which partial payments are requested.

1.6 STORAGE YARD

The long term storage site is located at the TVA Watts Bar Reservation in Rhea County, Tennessee. Site operations at this storage yard will impact or be impacted by other organizations. The Contractor is responsible for coordinating with others in scheduling activities in order to minimize or eliminate conflicts. The point of contact for TVA is Jim Niznik Phone:

423-751-7082. Photographs of the storage yard are provided at the back of Section 01 00 50 FORMS AND ATTACHMENTS.

1.6.1 Site Access to Storage Yard

The Contractor is advised that access restrictions will apply to both land and water based activities in the storage yard area. These restrictions are defined in the following paragraphs.

1.6.1.1 Marine Access

This site is accessible by water immediately downstream of Watts Bar Dam (Chickamauga pool), as shown in the contract drawings. The use or construction of other marine access locations near the storage yard area require the necessary environmental clearances and must be approved by TVA and the Contracting Officer. It is likely that permission to use an alternate marine access location will depend, at least partially, on an

SECTION 01 00 00 Page 3 environmental assessment as described in Section 01 57 20 ENVIRONMENTAL PROTECTION of these Specifications.

1.6.1.2 Land Access

Land access to the TVA storage yard is accessible from US Highway 27, off Highway 68. The site is on the right bank immediately downstream of Watts Bar Lock and Dam. Use of any TVA lands outside the designated area requires approval from the Contracting Officer and TVA. In addition, the Contractor shall adhere to all load restrictions and speed limits on public roads when hauling material to the storage yard.

1.6.2 Site Preparation

The Contractor is required to complete preparation of the storage yard, as specified herein, in Section 03 41 35 LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS, and as shown in the Contract Drawings, within 12 months after Notice to Proceed.

1.6.2.1 Fence

There is approximately 2,100 linear feet of fence to be constructed, as shown in the drawings. The new fence shall be a 7-ft height chain-linked fence and will enclose the 5 acre site. Two 30 ft roller gates (each with two 15 ft sections) shall be constructed at the locations recommended by the Contractor and approved by the Contracting Officer. A padlock shall be provided for each gate with 4 sets of keys for each padlock. The Contractor shall submit fence layout drawings, detailing the proposed fence installation, as part of the site development plan required in Section

03 41 35 LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS.

1.6.3 Maintenance of Storage Yard

The Contractor is responsible for maintaining the storage yard.

Maintenance of the storage yard includes:

a. Control of vegetation.

b. Restoring low areas of stone base to original grade.

c. Rearranging stored fabrications, as necesary, to maintain proper storage.

The Contractor shall maintain the storage yard throughout the contract period until delivery and acceptance of all components.

1.7 ACCIDENT PREVENTION

Accident prevention requirements that are applicable to this project during site operations are stated in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Site operations include TVA storage yard preparation, delivery and unloading to the TVA storage yard.

1.8 SURVEY REQUIREMENTS

The Contractor is responsible for performing all field surveys required before, during, and after development of the storage site at Watts Bar. No separate payment will be made for field surveys including baseline surveys, initial surveys, in-progress surveys, and final as-built surveys. All

SECTION 01 00 00 Page 4 costs associated with field surveys shall be considered incidental to the costs of excavation and fill placement.

PART 2 PRODUCTS

2.1 FENCE AND GATE MATERIALS

2.1.1 Fence Fabric

Fence fabric for the 7-foot-high fence shall conform to ASTM A 392, Class 1, zinc-coated steel wire with minimum coating weight of 1.2 ounces of zinc per square foot of coated surface. Fabric shall be fabricated of 9 gauge wire woven in 2 inch mesh. Fabric shall be twisted and barbed on the top selvage and knuckled on the bottom selvage.

2.1.2 Gates

ASTM F 1184. Gate shall be the Type II, Class 1. Gate frames shall conform to strength and coating requirements of ASTM F 1083 for Group IA, steel pipe, with external coating Type A, nominal pipe size (NPS) 1-1/2.

Gate fabric shall be as specified for chain link fabric. Gate leaves shall have either intermediate members and diagonal truss rods or shall have tubular members as necessary to provide rigid construction, free from sag or twist. Gate fabric shall be attached to the gate frame by method standard with the manufacturer except that welding will not be permitted.

Latches, hinges, stops, keepers, rollers, and other hardware items shall be furnished as required for the operation of the gate. Latches shall be arranged for padlocking so that the padlock will be accessible from both sides of the gate. Stops shall be provided for holding the gates in the open position.

2.1.3 Posts

ASTM F 1083, zinc-coated. Group IA, with external coating Type A steel pipe. Line posts and terminal (corner, gate, and pull) posts selected shall be of the same designation throughout the fence. Gate post shall be for the gate type specified subject to the limitation specified in

ASTM F 1184.

2.1.4 Braces and Rails

ASTM F 1083, zinc-coated, Group IA, steel pipe, size NPS 1-1/4.

2.1.5 Tension Wire

Tension wire shall be Type I or Type II, Class 2 coating, in accordance with ASTM A 824.

2.1.6 Concrete

ASTM C 94/C 94M, using 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Grout shall consist of one part portland cement to three parts clean, well-graded sand and the minimum amount of water to produce a workable mix.

2.1.7 Padlocks

Padlocks shall conform to ASTM F 883, Type, Size 1-3/4 inch.

SECTION 01 00 00 Page 5

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 50

FORMS AND ATTACHMENTS

PART 1 GENERAL

1.1 STORAGE YARD PHOTOGRAPHS

1.2 ENG FORM 4025 TRANSMITTAL FORM

1.3 SUBMITTAL REGISTER

1.4 LRNP 385-1-2 CONTRACTOR GUIDELINES

1.5 CONTRACTOR QUALITY CONTROL REPORT FORM

1.6 DEFICIENCY LIST FORM

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 00 50 Page 1

SECTION 01 00 50

FORMS AND ATTACHMENTS

PART 1 GENERAL

Listed below, and attached at the end of this section, are forms and attachments referred to in other parts of the set of technical specifications.

1.1 STORAGE YARD PHOTOGRAPHS

See Section 01 00 00 GENERAL REQUIREMENTS.

1.2 ENG FORM 4025 TRANSMITTAL FORM

See Section 01 33 00 SUBMITTAL PROCEDURES.

1.3 SUBMITTAL REGISTER

See Section 01 33 00 SUBMITTAL PROCEDURES.

1.4 LRNP 385-1-2 CONTRACTOR GUIDELINES

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.5 CONTRACTOR QUALITY CONTROL REPORT FORM

See Section 01 45 01 USACE QUALITY CONTROL.

1.6 DEFICIENCY LIST FORM

See Section 01 45 01 USACE QUALITY CONTROL.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 00 50 Page 2 h3ecxjg3 Text Box

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LOOKING NORTH AT STORAGE SITE.

LOOKING SOUTH AT STORAGE SITE.

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LRNP 385-1-2

September 2009

Nashville District

Contractor Guidelines For:

1. Preparation of the Accident Prevention Plan (APP)

2. Preparation of Activity Hazard Analysises (AHA)

APPENDIX A

HELPFUL HINTS FOR THE PREPARATION OF THE

CONTRACTOR’S

ACCIDENT PREVENTION PLAN (APP)

1. The following are minimum considerations for developing the Contractor’s Accident Prevention Plan. These helpful hints raise a number of basic questions that need to be answered for the Contractor’s accident prevention plan to be an effective management tool for use by on-site supervision. This plan shall be specific for this job.

a. Time Of Submittal. The accident prevention plan and the activity hazard analysis for the first phases of the job shall be acceptable prior to start of work. The plan and analysis shall be submitted for review within ten (10) calendar days after notice of award so that discussion can take place at the pre-construction conference. Job hazard analysis for later phases of work shall be acceptable prior to the start of that phase. It is recommended that the activity hazard analysis for the next phase of work be submitted twenty days before scheduled phase start in order to give ample time for review. The accident prevention plan shall contain a list of the phases to complete the works. Each phase shall have an anticipated start date. On short jobs one submittal covering the total job will be sufficient.

b. Responsible Individual(s). Who will be responsible for enforcing the accident prevention program and what are the basic duties? How will this person be held accountable? Include a statement that there will be compliance with pertinent provisions of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

c. Subcontractor Supervision. What procedures will be followed to assure that Subcontractor activities are fully integrated into the project accident prevention plan and activity hazards analysis?

d. Indoctrination of New Employees before Start of Work. Every employee is required to receive an initial safety briefing prior to starting work. The accident prevention plan shall establish the procedure for ensuring the following items are covered:

(1) General safety policy and pertinent provisions of EM-385-1-1.

(2) Requirements for employee and project safety.

(3) Employee’s responsibilities for property and safety of others.

(4) Employee’s responsibilities for reporting all accidents.

(5) Medical facilities and required treatment.

(6) Procedures for reporting or correcting unsafe conditions or practices.

LRN 385-1-2

March 2009

(7) Safe clearance procedures.

(8) Fire fighting and other emergency procedures.

(9) Activity hazard analysis.

(10) Personal protective equipment.

e. On-the Job Safety Meetings.

(1) When and where will monthly safety meetings for all supervisors be held? Who will conduct the meetings and what will be covered?

(2) How will the weekly “tool box” meetings be conducted?

f. Accident Reporting. The contract requires prompt reporting of injuries, fire, and property damage. Initial reports must be made immediately to the on-site Government representative and written reports shall be submitted within one to four working days. How does the accident prevention plan reflect responsibilities assigned for immediate oral reporting, accident investigation, determining proper corrective action, and preparation of reports?

g. Sanitary Facilities. What toilet facilities will be provided considering the number and distribution of employees? What other considerations are planned for drinking water and washing facilities?

h. First Aid and Medical. Describe first aid facilities and qualifications of attendant. List telephone numbers of physician, ambulance, and hospital.

i. Housekeeping. How will access ways to work areas be maintained during work hours? What procedures will be followed to assure daily cleanup?

j. Fire Protection. Considering the availability of existing fire protection, what general types and size of extinguishers and fire barrels will be required to protect buildings, shops, and storage areas as well as to deal with special hazards such as welding and flammable liquids? Name the local professional fire fighters. List their telephone number.

k. Machinery and Mechanized Equipment. How will inspection of cranes, trucks, and other mechanical equipment be accomplished? Frequency, by whom, what type of records will be kept?

2. Posters, contests, safety awards help develop positive attitudes toward safety rules. What methods, if any, will be used on this project? Most accidents are preventable by well thought out and executed accident prevention plans.

APPENDIX B

GUIDELINES FOR THE PREPARATION OF

THE ACTIVITY HAZARDS ANALYSIS (AHA)

1. Activity Hazards Analysis Development. Before starting any major phase of work an activity hazards analysis shall be developed and reviewed with the Government representative. This analysis will evaluate anticipated hazards and outline the proposed methods and techniques which will be utilized to accomplish the work in a safe manner.

2. Phases of Work. Listed are examples of major phases of work, but this list is not all inclusive. Phases of work shall be tailored to the specific characteristics of the contract.

Clearing and Grubbing Earthwork Trench Excavation Blasting Concrete Placement Steel Erection Masonry Electrical Work, Exterior Mechanical Work Carpentry

3. Sample Activity Hazards Analysis. Enclosed is a blank form and a partially completed form of an activity hazard analysis that might be submitted on a construction project. This sample incorporates a phase of work, the safety hazards that may be encountered, actions that will be taken to eliminate or minimize these hazards, and a risk assessment for each hazard. Each safety hazard identified must be accompanied by the appropriate paragraph reference number from EM 385-1-1. A risk assessment code must be determined for each hazard utilizing the risk assessment code matrix. A fillable Acrobat version of this form may be found at:

http://www.usace.army.mil/CESO/Pages/ActivityHazardAnalyses.aspx.

4. Indoctrination. Employees performing the work must be made aware of the activity hazard analysis. For this reason, an important part of any phase plan is the indoctrination of all employees who will be performing the work.

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CONTRACTOR’S QUALITY CONTROL REPORT (QCR)

(ER 1180-1-6)

DATE: REPORT NO.

CONTRACT NUMBER AND NAME OF CONTRACTOR: DESCRIPTION AND LOCATION OF THE WORK:

WEATHER CLASSIFICATION: CLASSIFICATION:

CLASS A No interruptions of any kind from weather conditions occurring on this or previous shifts. CLASS _______________ CLASS B Weather occurred during this shift that caused a complete stoppage of all work. TEMPERATURE:

CLASS C Weather occurred during this shift that caused a partial stoppage of work.

CLASS D Weather overhead excellent or suitable during shift. Work completelly stopped MAX _____ MIN _____ due to previous adverse weather. PRECIPITATION:

CLASS E Weather overhead excellent or suitable during shift but work partially stopped due to previous adverse weather.

OTHER Explain. INCHES _______________

CONTRACTOR/SUBCONTRACTORS AND AREA OF RESPONSIBILITY FOR WORK PERFORMED TODAY:

(Attach listof items of equipment either idle or working as appropriate.)

a. ____________________________________________________________________________________________

b. ____________________________________________________________________________________________

c. ____________________________________________________________________________________________

d. ____________________________________________________________________________________________

e. ____________________________________________________________________________________________

f. ____________________________________________________________________________________________

g. ____________________________________________________________________________________________

1. WORK PERFORMED TODAY:(Indicate location and description of work performed. Refer to work performed by prime and/or subcontractors by letter in Table above.)

2. TYPE AND RESULTS OF INSPECTION:(Indicate wether: P-Preparatory, I-Initial, or F-Follow-up and include satisfactory work completed or deficiencies with action to be taken.)

3. TESTS REQUIRED BY PLANS AND/OR SPECIFICATIONS PERFORMED AND RESULTS OF TESTS:

4. VERBAL INSTRUCTIONS RECEIVED:(List any instruction given by the Government personnel on construction deficiencies, retesting required, etc., with action to be taken.)

5. REMARKS: Cover any conflicts in plans, specifications or instructions: acceptability of incoming materials;

offsite surveillance activities; progress of work, delays, causes and extent thereof; days of no work with reasons for same.)

6. SAFETY: Include any infractions of approved safety plan, safety manual or instruction from Government personnel.

Specify corrective action taken.)

SAFETY INSPECTOR

7. CONTRACTOR’S CERTIFICATION: I certify that the above report is complete and correct and that all material and equipment used, work performed and tests conducted during this reporting period were in strict compliance with the contract plans and specifications except as noted above.

CONTRACTOR QUALITY CONTROL SYSTEM MANAGER

D E

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Preparatory work.

1.1.2 Precast Concrete Beams

1.1.3 Supply Delivery to Storage Yard

1.1.4 Power Line Relocation

1.1.5 Performance and Payment Bond

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Stone at Storage Area

1.2.2 Topsoil Removal

1.2.3 Unsuitable Material Removal

1.2.4 Suitable Material Placement

1.2.5 Geotextile

1.3 FABRICATED ITEMS PAYMENT SCHEDULE

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

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

1.1.1 Mobilization and Preparatory work.

Payment for mobilization and preparatory work will be made at the contract lump sum price for "Mobilization and Preparatory Work" in accordance with Contract Clause 252.236-7003, PAYMENT FOR MOBILIZATION AND PREPARATORY WORK. This item will consider all costs associated with TVA storage yard site preparation, except for the stone base, removal of topsoil, and relocation of existing power poles, as specified in Section 01 00 00 GENERAL REQUIREMENTS, and includes full compensation for furnishing all materials, equipment, and labor required to prepare the storage yard for long term storage of all fabrications and related appurtenances.

1.1.2 Precast Concrete Beams

Payment will be made for costs associated with fabricating the 42 precast beams, which includes full compensation for fabrication and testing of complete beams, as shown in the contract drawings and specified in Section 03 41 34 PRECAST CONCRETE BEAMS FOR APPROACH WALLS. Payment for this work will be made at the contract lump sum price for "Precast Beams (42 EA) Complete."

1.1.3 Supply Delivery to Storage Yard

Payment will be made for costs associated with delivery to storage yard at the contract lump sum price for "Supply Delivery to Storage Yard", which includes full compensation for furnishing all materials, equipment, and labor required to deliver the precast beams and all related appurtenances to the storage yard; as specified in Section 01 00 00 GENERAL REQUIREMENTS and Section 03 41 35 LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS.

1.1.4 Power Line Relocation

Payment will be made for costs associated with relocation of poerline at the storage yard at the contract lump sum price for "Power Line Relocation". This price includes full compensation for furnishing all

SECTION 01 22 00 Page 2 materials, equipment, and labor required to satisfactorily relocate the power line at the TVA storage yard, as specified in Section 03 41 35

LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS.

1.1.5 Performance and Payment Bond

Premiums for performance and payment bonds for shall be included in the contract lump sum price for "Reimbursement of Actual Performance and Payment Bonds." Payment made under this provision shall not exceed the actual amount paid for premiums for performance and payment bonds, which payment shall take into consideration any discounts or rebates to the Contractor from the Surety.

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 shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Stone at Storage Area

Payment will be made for costs associated with placement of stone at the storage yard at the contract unit price per ton for "DGA Stone at TVA Storage Area". This price includes full compensation for furnishing all materials, equipment, and labor required to satisfactorily place DGA stone at the TVA storage yard, as specified in Section 03 41 35 LONG-TERM STORAGE

OF PRECAST CONCRETE BEAMS.

1.2.2 Topsoil Removal

Payment will be made for costs associated with removal of top soil, as specified in the contract, at the contract unit price per cubic yard for "Common Excavation at Storage Yard". This price includes full compensation for furnishing all materials, equipment, and labor required to remove topsoil, as specified in Section 03 41 35 LONG-TERM STORAGE OF PRECAST

CONCRETE BEAMS.

1.2.3 Unsuitable Material Removal

Payment will be made for costs associated with removal of unsuitable material, as specified in the contract, at the contract unit price per cubic yard for "Unsuitable Material Removal". This price includes full compensation for furnishing all materials, equipment, and labor required to remove the unsuitable material, as specified in Section 03 41 35 LONG-TERM

STORAGE OF PRECAST CONCRETE BEAMS.

1.2.4 Suitable Material Placement

Payment will be made for costs associated with placement of suitable material at the contract unit price per cubic yard for "Suitable Material Placement". This price includes full compensation for furnishing all materials, equipment, and labor required to place and compact suitable material to replace removed unsuitable material.

SECTION 01 22 00 Page 3

1.2.5 Geotextile

Installed geotextile material will be measured for payment in place to the nearest square yard of protected area as specified in Section 03 41 35 LONG-TERM STORAGE OF PRECAST CONCRETE BEAMS. Payment will be made at the contract unit price per square yard for "Filter Fabric", and shall constitute full compensation for providing all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile. No additional payment will be made for material and associated equipment and operation used in laps, seams, anchorage, or extra length; or securing pins. No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to Contractor fault or negligence.

1.3 FABRICATED ITEMS PAYMENT SCHEDULE

Fabricated items stored at the Contractor's shop will considered for payment as provided in Contract Clauses 52.232-1 PAYMENTS and 52.232.16 PROGRESS PAYMENTS, and as follows:

a. All payments would follow inspection and approval by the Contracting Officer.

b. The Contractor shall present paid or receipted invoices or invoices with cancelled checks showing title to the items of the Prime Contractor.

c. The Contractor shall establish a storage system at his shop that segregates, labels, and protects all items for which payment is made under this contract.

d. Partial payment for delivery may be considered after satisfactory delivery, and storage at the storage site.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 17

NETWORK ANALYSIS SCHEDULES (NAS)

PART 1 GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE ACCEPTANCE

1.4.1 Schedule Acceptance Prior to Start of Work

1.4.2 Acceptance

1.5 SOFTWARE

1.6 QUALIFICATIONS

1.7 NETWORK SYSTEM FORMAT

1.7.1 Diagrams

1.7.2 Schedule Activity Properties and Level of Detail

1.7.2.1 Activity Categories

1.7.2.2 Project Milestones

1.7.2.3 Activity Identification (ID) and Description

1.7.2.4 Activity Code Dictionary and Values

1.7.2.5 Cost and Resource Loading

1.7.2.6 Anticipated Weather Delays

1.7.2.7 Schedule Software Settings and Restrictions

1.7.3 Required Tabular Reports

1.8 SUBMISSION AND ACCEPTANCE

1.8.1 Preliminary Meeting

1.8.2 Construction Network Analysis Schedule

1.8.3 Review and Evaluation

1.8.4 Baseline Network Analysis Schedule

1.8.5 Monthly Network Analysis Updates

1.8.6 Summary Network

1.8.7 As-Built Schedule

1.9 CONTRACT MODIFICATION

1.9.1 Time Impact Analysis:

1.9.2 No Reservation-Of-Rights

1.10 CHANGES TO THE NETWORK ANALYSIS SCHEDULE

1.11 FLOAT

1.11.1 Definitions of Float

1.11.2 Ownership of Float

1.11.3 Negative Float

1.12 THREE-WEEK LOOK AHEAD SCHEDULE

1.13 WEEKLY COORDINATION MEETING

1.14 CORRESPONDENCE AND TEST REPORTS

1.15 PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 17 Page 1

SECTION 01 32 17 Page 2

SECTION 01 32 17

NETWORK ANALYSIS SCHEDULES (NAS)

PART 1 GENERAL

1.1 DESCRIPTION

The network analysis system shall consist of the network analysis schedule (diagram) and associated reports. The scheduling of all procurement and construction shall be the responsibility of the Contractor. Construction increments will be interrelated on a single schedule that represents the entire project duration from Contract Award to the Contract Completion Date. Schedule updates will build upon each other and will include construction increments as they are detailed, submitted and accepted.

Submission of progress and revision data will be used to measure work progress, aid in the evaluation for requests for time extensions, and to provide the basis of all progress payments. The Critical Path Method (CPM) of network calculation shall be used to generate the project schedule and will utilize the Precedence Diagram Method (PDM) to satisfy both time and cost applications. All progress payment amounts will be derived from and tied to the cost-loaded schedule activities.

For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

Primavera Project Planner, P6, Primavera Project Manager, SureTrak and PrimeContract are registered trademarks or service marks of Primavera Systems, Inc. Adobe and Acrobat are registered trademarks of Adobe Systems Incorporated.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 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

Qualifications; G

Standard Activity ID Dictionary; G

Construction Network Analysis Schedule; G

SECTION 01 32 17 Page 3

Baseline Network Analysis Schedule; G

SD-07…

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File details come from the government source that posted it. Updated Nov 14, 2017.