W912P524B0003_TSpecs_AM 0004_08AUG24.pdf

Spillway Gate Controls, Motors, and Brakes Replacement Cheatham Dam W912P5-24-B-0003 Amendment 0004 Charlotte, TN

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Location

1.2.2 Scope of Work

1.2.2.1 Base Contract - Spillway Gates 1 and 7

1.2.2.1.1 Demolition

1.2.2.1.2 Electrical Controls

1.2.2.1.3 Grounding and Bonding

1.2.2.1.4 Conductor and Conduit

1.2.2.2 Options

1.2.2.2.1 Option 1 - Brake

1.2.2.2.2 Option 2 - Motor

1.2.2.2.3 Option 3 - Couplings and Pillow Block

1.2.2.2.3.1 Demolition

1.2.2.2.3.2 Drive Shaft Flexible Couplings

1.2.2.2.3.3 Drive Shaft Rigid Coupling

1.2.2.2.3.4 Motor Flexible Couplings

1.2.2.2.3.5 Pillow Blocks

1.2.2.2.4 Option 4 - Lighting Equipment Replacement

1.2.2.2.5 Option 5 - Limit Switch

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Location

The work is located at:

Cheatham Dam Powerhouse 2250 Cheatham Dam Road Charlotte, TN 37036

1.2.2 Scope of Work

The work covered by this section consists of furnishing all labor, materials and equipment for the replacement of the Cheatham Dam Spillway Electrical and Mechanical Components. All work shall be performed in strict accordance with this specification and the applicable drawings, and shall be subject to the terms and conditions of the contract.

1.2.2.1 Base Contract - Spillway Gates 1 and 7

Under the base contract, spillway gates 1 through 7 shall have the control components undergo replacement. Reliable power and functionality must be maintained on all other gates that are not being replaced throughout the entire period of performance.

1.2.2.1.1 Demolition

Asbestos remediation work of demolished equipment under the base contract shall be incidental to this payment. The demolished equipment includes internal circuitry of the controller cabinets, control station, gate indicator worm drive, and associated cable/wiring.

All demolition work shall be performed in accordance with Section 02 41 00 DEMOLITION on the gates specified above.

SECTION 01 11 00 Page 3

1.2.2.1.2 Electrical Controls

The electrical controls here refers to controller cabinets, control stations, and the gate indicator equipment. Both the control cabinet and station enclosures shall be reused. Remove existing control circuits from each enclosure and replace with new control circuits as indicated in the contract drawings. The gate indicator within the control station is a mechanical counter positively incremented by a worm driven system. Refer to Section 35 20 20 ELECTRICAL EQUIPMENT FOR GATE HOIST for specification requirements.

1.2.2.1.3 Grounding and Bonding

Install new grounding and bonding conductors to all non-current carrying metallic parts of new equipment and new metallic conduit. New equipment refers to hoist motors, brake assemblies, etc. Refer to Section 26 05 26.00 40 GROUNDING AND BONDING OF SYSTEMS for specification requirements.

1.2.2.1.4 Conductor and Conduit

Remove and replace all conductor runs internal to the controller cabinet and terminating to the spillway machinery equipment types. Equipment types include motor, brake, equipment heaters, and control stations. Exclude the dam feeders and limit switch conductors that shall be reused. Where reconnection of the dam feeders and limit switch conductors are unable to reconnect to the designated terminals of the new control panel design, conductor splices shall be permitted. New conductor or cable requiring a splice is considered incidental work. Refer to Section 26 20 00 ELECTRICAL DISTRIBUTION SYSTEM for specification requirements.

All new conduit shall be incidental to this payment. The contractor is responsible for the determining if the existing conduit system currently used to interconnect all equipment described is able to be reused for the installation of the new conductors.

1.2.2.2 Options

1.2.2.2.1 Option 1 - Brake

Remove the existing brake and brake housing mark 55/7-8 and replace with a new brake and brake enclosure as specified. Refer to Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for specification requirements.

Required quantity: 1 total for each gate included in the base contract.

Lead and Asbest os r emedi at i on wor k of demol i shed br akes under Opt i on 1 Cont r act shal l be i nci dent al wor k t o t hi s opt i on. The demol i shed equi pment i ncl udes br ake assembl y, br ake housi ng, and associ at ed cabl e/ wi r i ng.

Al l demol i t i on wor k shal l be per f or med i n accor dance wi t h Sect i on 02 41 00 DEMOLI TI ON on t he equi pment speci f i ed above. For Lead and Asbest os r emedi at i on wor k r equi r ement s r ef er t o Sect i ons 02 83 00 LEAD REMEDI ATI ON and 02 82 00 ASBESTOS REMEDI ATI ON r espect i vel y.

1.2.2.2.2 Option 2 - Motor

Remove the existing motor mark 55/7-2 and replace with a new motor as

SECTION 01 11 00 Page 4 specified. Refer to Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for specification requirements.

Required quantity: 1 total for each gate included in the base contract.

Lead r emedi at i on wor k of demol i shed mot or s under Opt i on 2 Cont r act shal l be i nci dent al wor k t o t hi s opt i on. The demol i shed equi pment i ncl udes mot or and associ at ed cabl e/ wi r i ng.

Al l demol i t i on wor k shal l be per f or med i n accor dance wi t h Sect i on 02 41 00 DEMOLI TI ON on t he equi pment speci f i ed above. For Lead r emedi at i on wor k r equi r ement s r ef er t o Sect i on 02 83 00 LEAD REMEDI ATI ON.

1.2.2.2.3 Option 3 - Couplings and Pillow Block

The coupling types as shown in contract drawing Q12-GCR-M-102 for replacement are categorized for each type in this section. The quantities for each type are given for replacement work for a single gate. The total quantity of the Option 3 work shall be for a total of seven (7) gates.

1.2.2.2.3.1 Demolition

Lead paint remediation work of demolished equipment under Option 3 contract shall be incidental to this payment. The demolished equipment includes couplings and pillow block bearings.

All demolition work shall be performed in accordance with Section 02 41 00 DEMOLITION on the gates specified above.

1.2.2.2.3.2 Drive Shaft Flexible Couplings

Remove the existing spillway gate drive shaft flexible couplings mark 55/10-3, 55/10-4, 55/10-5 and replace with an applicable drive shaft flexible couplings. Refer to Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for specification requirements.

Required quantity for each type:

Qty: 3 total for each gate, Mark 55/10-3.

Qty: 2 total for each gate, Mark 55/10-4.

Qty: 2 total for each gate, Mark 55/10-5.

1.2.2.2.3.3 Drive Shaft Rigid Coupling

Remove the existing spillway gate drive shaft rigid couplings mark 55/10-6 and replace with an applicable drive shaft rigid couplings. Refer to Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for specification requirements.

Required quantity: 2 total for each gate.

1.2.2.2.3.4 Motor Flexible Couplings

Remove the existing spillway gate motor flexible couplings mark 55/10-7 and replace with an applicable motor flexible couplings. Refer to Section

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

for specification requirements.

Required quantity: 1 total for each gate.

SECTION 01 11 00 Page 5

1.2.2.2.3.5 Pillow Blocks

Remove the existing spillway gate pillow block bearings mark 55/10-2 and replace with new pillow block bearings as specified. Refer to Section

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

for specification requirements. The quantities for given are for replacement work for a single gate. The total quantity of the Option 3 work shall be for a total of seven (7) gates.

1.2.2.2.4 Option 4 - Lighting Equipment Replacement

Equipment Shed No. 4 is between Gates 4 and 5 includes optional work for lighting equipment for replacement. The lighting equipment to be replaced is a transformer, safety switch, and enclosed circuit breaker. Remove existing lighting equipment as indicated by drawings and replace with new transformer and safety switch as specified in respective Sections 26 20 00 ELECTRICAL DISTRIBUTION SYSTEM and Section 26 09 23.00 40 LIGHTNING

EQUIPMENT.

New cabl e, wi r e, condui t , and mechani cal har dwar e necessar y f or mount i ng t o t he exi st i ng f r ame shal l be i nci dent al t o Opt i on 4 wor k.

Lead r emedi at i on wor k of demol i shed l i ght i ng equi pment under Opt i on 4 Cont r act shal l be i nci dent al wor k t o t hi s opt i on. The demol i shed equi pment i ncl udes l i ght i ng t r ansf or mer , encl osed ci r cui t br eaker , saf et y swi t ch, and associ at ed condui t and cabl e/ wi r i ng.

Al l demol i t i on wor k shal l be per f or med i n accor dance wi t h Sect i on 02 41 00 DEMOLI TI ON on t he equi pment speci f i ed above. For Lead r emedi at i on wor k r equi r ement s r ef er t o Sect i on 02 83 00 LEAD REMEDI ATI ON.

1.2.2.2.5 Option 5 - Limit Switch

Provide a new limit switch assembly with government approved equal specified in paragraph "LIMIT SWITCH". Provide base support, coupling and other accessories for the new limit switch. Refer to Section 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS for specification requirements.

Required quantity: 1 total

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered

SECTION 01 11 00 Page 6 during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.1.1 Submission of Invoices

1.1.2 Final Invoice

1.2 PAYMENT ITEMS

1.2.1 Base Contract - Electrical Controls

1.2.1.1 Performance and Payment Bond

1.2.1.1.1 Payment

1.2.1.1.2 Unit of Measure

1.2.1.2 Mobilization and Demobilization

1.2.1.2.1 Payment

1.2.1.2.2 Unit of Measure

1.2.1.3 Demolition

1.2.1.3.1 Payment

1.2.1.3.2 Unit of Measure

1.2.1.4 Electrical Controls

1.2.1.4.1 Payment

1.2.1.4.2 Unit of Measure

1.2.1.5 Grounding and Bonding

1.2.1.5.1 Payment

1.2.1.5.2 Unit of Measure

1.2.1.6 Conductor and Conduit

1.2.1.6.1 Payment

1.2.1.6.2 Unit of Measure

1.2.1.7 Asbestos Abatement Work

1.2.1.7.1 Payment

1.2.1.7.2 Unit of Measure

1.2.2 Option 1 - Brakes

1.2.2.1 Performance and Payment Bond

1.2.2.1.1 Payment

1.2.2.1.2 Unit of Measure

1.2.2.2 Demolition

1.2.2.2.1 Payment

1.2.2.2.2 Unit of Measure

1.2.2.3 Brakes

1.2.2.3.1 Payment

1.2.2.3.2 Unit of Measure

1.2.2.4 Asbestos Abatement Work

1.2.2.4.1 Payment

1.2.2.4.2 Unit of Measure

1.2.3 Option 2 - Motors

1.2.3.1 Performance and Payment Bond

1.2.3.1.1 Payment

1.2.3.1.2 Unit of Measure

1.2.3.2 Demolition

SECTION 01 20 00 Page 1

1.2.3.2.1 Payment

1.2.3.2.2 Unit of Measure

1.2.3.3 Motors

1.2.3.3.1 Payment

1.2.3.3.2 Unit of Measure

1.2.4 Option 3 - Pillow Blocks and Couplings

1.2.4.1 Performance and Payment Bond

1.2.4.1.1 Payment

1.2.4.1.2 Unit of Measure

1.2.4.2 Demolition

1.2.4.2.1 Payment

1.2.4.2.2 Unit of Measure

1.2.4.3 Couplings

1.2.4.3.1 Payment

1.2.4.3.2 Unit of Measure

1.2.4.4 Pillow Blocks

1.2.4.4.1 Payment

1.2.4.4.2 Unit of Measure

1.2.5 Option 4 - Lighting Equipment

1.2.5.1 Performance and Payment Bond

1.2.5.1.1 Payment

1.2.5.1.2 Unit of Measure

1.2.5.2 Demolition

1.2.5.2.1 Payment

1.2.5.2.2 Unit of Measure

1.2.5.3 Lighting Equipment

1.2.5.3.1 Payment

1.2.5.3.2 Unit of Measure

1.2.6 Option 5 - Limit Switch

1.2.6.1 Performance and Payment Bond

1.2.6.1.1 Payment

1.2.6.1.2 Unit of Measure

1.2.6.2 Limit Switch

1.2.6.2.1 Payment

1.2.6.2.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.1.1 Submission of Invoices

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.1.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.2 PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments and unit price 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 unit price and payments 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.

1.2.1 Base Contract - Electrical Controls

1.2.1.1 Performance and Payment Bond

1.2.1.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not

SECTION 01 20 00 Page 3 exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.1.1.2 Unit of Measure

Unit of measure: job.

1.2.1.2 Mobilization and Demobilization

1.2.1.2.1 Payment

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

MOBILIZATION AND DEMOBILIZATION.

1.2.1.2.2 Unit of Measure

Unit of measure: job.

1.2.1.3 Demolition

1.2.1.3.1 Payment

Payment will be made for costs associated with "Demolition", which includes all materials, equipment, and labor required to demolish the exi st i ng cont r ol s for Spillway Gates 1 through 7 in accordance with Section 02 41 00 DEMOLITION. For payment of asbestos abatement, see paragraph "Asbestos Abatement Work."

The demol i shed cont r ol s under t he base cont r act i ncl udes, but i s not l i mi t ed t o, cont r ol l er cabi net panel s, cont r ol st at i ons, mechani cal count er s, and conduct or s.

1.2.1.3.2 Unit of Measure

Unit of measure: job.

1.2.1.4 Electrical Controls

1.2.1.4.1 Payment

Payment will be made for costs associated with "Electrical Controls", which includes all materials, equipment, and labor required to furnish and install the electrical controls for Spillway Gates 1 through 7 specified in accordance with 35 20 20 ELECTRICAL EQUIPMENT FOR GATE HOIST.

1.2.1.4.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 4

1.2.1.5 Grounding and Bonding

1.2.1.5.1 Payment

Payment will be made for costs associated with grounding and bonding, which includes all materials, equipment, and labor required to furnish and install grounding and bonding conductors for Spillway Gates 1 through 7 specified in accordance with 26 05 26.00 40 GROUNDING AND BONDING OF

SYSTEMS.

1.2.1.5.2 Unit of Measure

Unit of measure: job.

1.2.1.6 Conductor and Conduit

1.2.1.6.1 Payment

Payment will be made for costs associated with conductor and conduit, which includes all materials, equipment, and labor required to furnish and install cable/conductors for Spillway Gates 1 through 7 specified in accordance with 26 20 00 ELECTRICAL DISTRIBUTION SYSTEM and 35 20 20

ELECTRICAL EQUIPMENT FOR GATE HOIST.

All new conduit under the base contract shall be incidental to this payment. The Contractor is responsible for the determining if the existing conduit system used to interconnect the control cabinet, control station, motor, and brake is able to be reused for the installment of new conductors.

1.2.1.6.2 Unit of Measure

Unit of measure: job.

1.2.1.7 Asbestos Abatement Work

1.2.1.7.1 Payment

Asbestos abatement work shall be as specified in 02 82 00 ASBESTOS REMEDIATION. For the purposes of this contract, it is assumed that all wiring inside control cabinets and brakes, contains asbestos.

Payment will be made for costs associated with "Asbestos Abatement Work", which includes all materials, equipment, and labor required to remove all asbestos containing materials i n t he cont r ol l er encl osur es for Spillway Gates 1 through 7. This will include consideration for all costs associated with bulk sampling, testing, submittal preparation, asbestos work mobilization and demobilization, disposal of ACM, and services of certified asbestos abatement and air monitoring personnel.

1.2.1.7.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 5

1.2.2 Option 1 - Brakes

1.2.2.1 Performance and Payment Bond

1.2.2.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2.2 Demolition

1.2.2.2.1 Payment

Payment will be made for costs associated with "Demolition", which includes all materials, equipment, and labor required to demolish the exi st i ng br akes for Spillway Gates 1 through 7 in accordance with Section 02 41 00 DEMOLITION. For payment of asbestos abatement, see paragraph "Asbestos Abatement Work."

Lead paint removal and disposal of demolished lead containing brakes under this option contract shall be incidental to this payment. The demolished equipment includes, but not limited to, brake assembly, brake housing, and conductors. Lead pai nt i ng i s f ound on t he br ake housi ng and t he br ake associ at ed bol t s, nut s, washer s, shi ms, and si mi l ar har dwar e encount er ed at t he equi pment r emovabl e poi nt s. Ref er t o Sect i on 02 83 00 LEAD REMEDI ATI ON f or l ead pai nt r emoval and di sposal r equi r ement s.

1.2.2.2.2 Unit of Measure

Unit of measure: job.

1.2.2.3 Brakes

1.2.2.3.1 Payment

Payment will be made for costs associated with "Brakes", which includes all materials, equipment, and labor required to furnish and install the new br akes for Spillway Gates 1 through 7 specified in accordance with

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS.

SECTION 01 20 00 Page 6

1.2.2.3.2 Unit of Measure

Unit of measure: job.

1.2.2.4 Asbestos Abatement Work

1.2.2.4.1 Payment

Asbestos abatement work shall be as specified in 02 82 00 ASBESTOS REMEDIATION. For t he pur poses of t hi s cont r act , i t i s assumed t hat al l br akes cont ai ns asbest os.

Payment will be made for costs associated with "Asbestos Abatement Work", which includes all materials, equipment, and labor required to remove all asbestos containing brakes for Spillway Gates 1 through 7. This will include consideration for all costs associated with bulk sampling, testing, submittal preparation, asbestos work mobilization and demobilization, disposal of ACM, and services of certified asbestos abatement and air monitoring personnel.

1.2.2.4.2 Unit of Measure

Unit of measure: job.

1.2.3 Option 2 - Motors

1.2.3.1 Performance and Payment Bond

1.2.3.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.3.1.2 Unit of Measure

Unit of measure: job.

1.2.3.2 Demolition

1.2.3.2.1 Payment

Payment will be made for costs associated with "Demolition", which includes all materials, equipment, and labor required to demolish the exi st i ng mot or s for Spillway Gates 1 through 7 in accordance with Section

02 41 00 DEMOLITION.

SECTION 01 20 00 Page 7

Lead paint removal and disposal of demolished l ead cont ai ni ng mot or s under t hi s opt i on cont r act shall be incidental to this payment. The equipment includes, but not limited to, motors and conductors. Lead pai nt i ng i s f ound on t he mot or encl osur e and t he mot or associ at ed bol t s, nut s, washer s, shi ms, and si mi l ar har dwar e encount er ed at t he equi pment r emovabl e poi nt s. Ref er t o Sect i on 02 83 00 LEAD REMEDI ATI ON f or l ead pai nt r emoval and di sposal r equi r ement s.

1.2.3.2.2 Unit of Measure

Unit of measure: job.

1.2.3.3 Motors

1.2.3.3.1 Payment

Payment will be made for costs associated with "Motors", which includes all materials, equipment, and labor required to furnish and install the new mot or s for Spillway Gates 1 through 7 specified in accordance with

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS.

1.2.3.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Option 3 - Pillow Blocks and Couplings

1.2.4.1 Performance and Payment Bond

1.2.4.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.4.1.2 Unit of Measure

Unit of measure: job.

1.2.4.2 Demolition

1.2.4.2.1 Payment

Payment will be made for costs associated with "Demolition", which includes all materials, equipment, and labor required to demolish the

SECTION 01 20 00 Page 8 exi st i ng pi l l ow bl ocks and as i ndi cat ed coupl i ngs for Spillway Gates 1 through 7 in accordance with Section 02 41 00 DEMOLITION. For payment of asbestos abatement, see paragraph "Asbestos Abatement Work."

Lead paint removal and disposal of demolished l ead cont ai ni ng equi pment under t hi s opt i on cont r act shall be incidental to this payment. The equipment includes, but not limited to, pillow block bearings and couplings. Ref er t o Sect i on 02 83 00 LEAD REMEDI ATI ON f or l ead pai nt r emoval and di sposal r equi r ement s.

1.2.4.2.2 Unit of Measure

Unit of measure: job.

1.2.4.3 Couplings

1.2.4.3.1 Payment

Payment will be made for costs associated with "Couplings", which includes all materials, equipment, and labor required to furnish and install the new coupl i ngs for Spillway Gates 1 through 7 specified in accordance with

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS.

1.2.4.3.2 Unit of Measure

Unit of measure: job.

1.2.4.4 Pillow Blocks

1.2.4.4.1 Payment

Payment will be made for costs associated with "Pillow blocks", which includes all materials, equipment, and labor required to furnish and install the new pi l l ow bl ocks for Spillway Gates 1 through 7 specified in accordance with 35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR

LOCKS AND DAMS.

1.2.4.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Option 4 - Lighting Equipment

1.2.5.1 Performance and Payment Bond

1.2.5.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall

SECTION 01 20 00 Page 9 provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.5.1.2 Unit of Measure

Unit of measure: job.

1.2.5.2 Demolition

1.2.5.2.1 Payment

Payment wi l l be made f or cost s associ at ed wi t h " Demol i t i on" , whi ch i ncl udes al l mat er i al s, equi pment , and l abor r equi r ed t o demol i sh t he exi st i ng l i ght i ng equi pment i n Pi er 4 i n accor dance wi t h Sect i on 02 41 00

DEMOLITION.

Lead pai nt r emoval and di sposal of demol i shed l ead cont ai ni ng l i ght i ng equi pment under t hi s opt i on cont r act shal l be i nci dent al t o t hi s payment .

The demol i shed equi pment i ncl udes, but not l i mi t ed t o, t r ansf or mer , encl osed ci r cui t br eaker , saf et y swi t ch, condui t and conduct or s. Lead pai nt i ng i s f ound on each encl osur e, condui t and t he associ at ed bol t s, nut s, washer s, shi ms, and si mi l ar har dwar e encount er ed at t he equi pment r emovabl e poi nt s. Ref er t o Sect i on 02 83 00 LEAD REMEDI ATI ON f or l ead pai nt r emoval and di sposal r equi r ement s.

1.2.5.2.2 Unit of Measure

Unit of measure: job.

1.2.5.3 Lighting Equipment

1.2.5.3.1 Payment

Payment will be made for costs associated with "Lighting Equipment", which includes all materials, equipment, and labor required to furnish and install lighting equipment specified in accordance with 26 09 23.00 40

LIGHTING EQUIPMENT.

1.2.5.3.2 Unit of Measure

Unit of measure: job.

1.2.6 Option 5 - Limit Switch

1.2.6.1 Performance and Payment Bond

1.2.6.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the

SECTION 01 20 00 Page 10

Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.6.1.2 Unit of Measure

Unit of measure: job.

1.2.6.2 Limit Switch

1.2.6.2.1 Payment

Payment will be made for costs associated with "Limit Switch", which includes all materials, equipment, and labor required to furnish a single limit switch intended for storage specified in accordance with 35 20 20

ELECTRICAL EQUIPMENT FOR GATE HOIST.

1.2.6.2.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 11

SECTION 01 20 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 CHANGES TO EM 385-1-1

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Site Safety and Health Officer (SSHO)

1.3.1.1 Level One SSHO

1.3.1.2 Level Two SSHO

1.3.1.3 Level Three SSHO

1.3.1.4 Alternate SSHO

1.3.2 Competent Person (CP)

1.3.3 Qualified Person (QP)

1.4 SUBMITTALS

1.5 PUBLIC HEALTH EMERGENCIES

1.6 MONTHLY EXPOSURE REPORTS

1.7 REGULATORY REQUIREMENTS

1.8 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.8.1 Site Safety and Health Officer (SSHO)

1.8.1.1 Qualifications of SSHO

1.8.1.2 Duties of SSHO

1.8.1.3 Safety Meetings

1.8.2 Roles and Responsibilities of Prime Contractor and SSHO

1.8.3 Additional Role(s) of SSHO

1.8.4 Contract Site Safety And Health Officer(s)(SSHOs) Minimum

Requirements

1.8.5 Preconstruction Conference

1.9 ACCIDENT PREVENTION PLAN (APP)

1.9.1 Accident Prevention Plan (APP)

1.9.2 Names and Qualifications

1.9.3 Plans

1.10 ACTIVITY HAZARD ANALYSIS (AHA)

1.10.1 AHA Management

1.10.2 AHA Signature Log

1.11 SITE SAFETY REFERENCE MATERIALS

1.12 EMERGENCY MEDICAL TREATMENT

1.13 NOTIFICATIONS AND REPORTS

1.13.1 Accident Notification

1.13.2 Accident Reports

1.13.3 LHE Inspection Reports

1.13.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.14 HOT WORK PERMIT

1.14.1 Permit and Personnel Requirements

1.14.2 Work Around Flammable Materials

1.15 CONFINED SPACE ENTRY REQUIREMENTS

1.15.1 Rescue Procedures and Coordination with Local Emergency

SECTION 01 35 26 Page 1

Responders

1.16 SEVERE STORM PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 UTILITY OUTAGE REQUIREMENTS

3.3 OUTAGE COORDINATION MEETING

3.4 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4.1 Safety Preparatory Inspection Coordination Meeting with the

Government or Utility

3.4.2 Lockout/Tagout Isolation

3.4.3 Lockout/Tagout Removal

3.5 FALL PROTECTION PROGRAM

3.5.1 Fall Protection Equipment and Systems

3.5.1.1 Additional Personal Fall Protection Measures

3.5.1.2 Personal Fall Protection Equipment

3.6 EQUIPMENT

3.6.1 Use of Explosives

3.7 ELECTRICAL

3.7.1 Electrical Work

3.7.2 Qualifications

3.7.3 Arc Flash

3.7.4 Grounding

3.7.5 Testing

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 CHANGES TO EM 385-1-1

Contractor should refer to the EM 385-1-1 Summary of Changes document included in section 01 95 00 Forms and Attachments. This document includes a list of all changes between the latest EM 385-1-1 (2024) and the 2014 version. Contractor should also refer to the enclosures within the Summary of Changes document. Reach out to Government Safety Specialist for any additional information pertaining to the Summary of Changes and the 2024

EM 385 1-1.

1.2 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.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ANSI/ASSP A10.34 (2021) Protection of the Public on or Adjacent to Construction Sites

ANSI/ASSP A10.44 (2020) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2020) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of Power Lines

IEEE C2 (2023) National Electrical Safety Code

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z89.1 (2014; R 2019) American National Standard for Industrial Head Protection

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B (2024) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2023; ERTA 7 2023; TIA 23-15) National

SECTION 01 35 26 Page 3

Electrical Code

NFPA 70E (2024) Standard for Electrical Safety in the Workplace

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1926 Safety and Health Regulations for Construction

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.3 DEFINITIONS

The following definitions are for the convenience of the reader. If there is a referenced document in the text of this specification section, that is the document that should define terms for that paragraph. If further clarification is needed, contact the Contracting Officer.

1.3.1 Site Safety and Health Officer (SSHO)

A Contractor Employee that is responsible for overseeing and ensuring implementation of the prime Contractor's Safety and Occupational Health (SOH) program according to the Contract, EM 385-1-1 , applicable federal, state, and local requirements.

1.3.1.1 Level One SSHO

A designated employee with full-time SOH responsibility that meets and follows the requirements of EM 385-1-1 .

1.3.1.2 Level Two SSHO

A designated employee with Level Two SSHO responsibility that meets and follows the requirements of EM 385-1-1 . Level Two SSHOs cannot be assigned to projects that have a residual Risk Assessment Code (RAC) of high or extremely high.

1.3.1.3 Level Three SSHO

A designated Qualified Person or Competent Person with SOH responsibility that meets and follows the requirements of EM 385-1-1 . Level 3 SSHOs

SECTION 01 35 26 Page 4 cannot be assigned to projects that have a residual RAC of high or extremely high.

1.3.1.4 Alternate SSHO

An employee that meets the definition of the contract-required level SSHO, but is not the primary SSHO.

1.3.2 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are unsanitary, hazardous, or dangerous to personnel, and who has authorization to take prompt corrective measures to eliminate them.

1.3.3 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.4 SUBMITTALS

Government Acceptance or Approval does not remove responsibility from the Contractors for their actions or liability.

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification 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

Accident Prevention Plan (APP); G

SD-06 Test Reports

Accident Reports; G

LHE Inspection Reports

Monthly Exposure Reports; G

SD-07 Certificates

Crane Operators/Riggers

Activity Hazard Analysis (AHA); G

Certificate of Compliance

Hot Work Permit

SECTION 01 35 26 Page 5

1.5 PUBLIC HEALTH EMERGENCIES

In the event of a declared public health emergency, follow safety precautions as required by the Occupational Safety and Health Administration (OSHA) www.osha.gov , the Centers for Disease Control and Prevention (CDC) www.cdc.gov , and as required by federal, state and local requirements.

1.6 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report by the fifth of each month. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the progress payment.

1.7 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1 , and the following federal, state, and local laws, ordinances, criteria, rules and regulations at the date of the Solicitation for this Contract.

Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.8 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.8.1 Site Safety and Health Officer (SSHO)

1.8.1.1 Qualifications of SSHO

All SSHOs will have met the training, experience requirements identified in the EM 385-1-1 and this Contract.

1.8.1.2 Duties of SSHO

All SSHOs will carry out the roles and responsibilities as identified in this Contract and the EM 385-1-1 . All SSHOs will be designated on an ENG Form 6282, provided by the Contracting Officer. Superintendent, QC Manager, and SSHO are subject to dismissal if their required duties are not being effectively carried out. If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

1.8.1.3 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors at the project location. The SSHO, supervisors, or foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the

SECTION 01 35 26 Page 6

Contracting Officer of all scheduled meetings 7 calendar days in advance.

1.8.2 Roles and Responsibilities of Prime Contractor and SSHO

The Prime Contractor and SSHO must ensure that the requirements of all applicable OSHA and EM 385-1-1 are met for the project. The Prime Contractor must ensure an SSHO or an equally qualified Alternate SSHO(s) is at the worksite at all times to implement and administer the Contractor's safety program and Government accepted Accident Prevention Plan. If the required SSHO has to temporarily (that is, up to 24 hours / 1 day) leave the site of work due to unforeseen or emergency situations, a Level One, Two, or Three SSHO may be used in the interim and must be on the site of work at all times when work is being performed.

If the SSHO must be off-site for a period longer than 24 hours / 1 day, a qualified alternate that meets the contract requirements must be onsite.

a. Prime contractor must ensure all SSHOs will:

(1) Are designated on an ENG Form 6282.

(2) Meet minimum training and experience requirements identified in EM 385-1-1 .

(3) Execute roles and responsibilities identified in EM 385-1-1 .

1.8.3 Additional Role(s) of SSHO

The SSHO may also serve as the Quality Control Manager. The SSHO may NOT serve as the superintendent.

1.8.4 Contract Site Safety And Health Officer(s)(SSHOs) Minimum Requirements

Provide a minimum of one Level One SSHO that meets the requirements of EM 385-1-1 for this project.

1.8.5 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health Officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the Contract. This list of proposed AHAs will be reviewed and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays. The creation of the APP and Schedule will be created after being given Notice to Proceed.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to

SECTION 01 35 26 Page 7 begin until an APP is established that is acceptable to the Contracting Officer.

1.9 ACCIDENT PREVENTION PLAN (APP)

1.9.1 Accident Prevention Plan (APP)

Submit the Accident Prevention Plan (APP) for review and acceptance by the Government at least 15 calendar days prior to the start, after being given Notice to Proceed. A competent person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1 , ENG Form 6293, and herein. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and occupational health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors.

The Government considers the Prime Contractor to be the "controlling employer" for all worksite safety and health of the subcontractors.

Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the Contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed in accordance with the APP and ENG Form 6293 Accident Prevention Plan Worksheet. The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit an outline for the APP no more than 30 days after contract award.

Submit the full APP so that Government approval is obtained no more than 60 days after issuance of the NTP. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the Contract.

Disregarding the provisions of this Contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the Contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager.

Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e., imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard.

Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSP A10.34 ), and the environment.

1.9.2 Names and Qualifications

Provide plans in accordance with the requirements outlined in EM 385-1-1 , including the following:

SECTION 01 35 26 Page 8

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. As a minimum, designate and submit qualifications of Competent Persons (CP) for each of the following major areas: excavation; scaffolding;

fall protection; hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; and personal protective equipment and clothing to include selection, use and maintenance. Designate and submit qualifications for additional CPs as applicable to the work performed under this Contract.

1.9.3 Plans

Provide plans in the APP in accordance with the requirements outlined in EM 385-1-1 , including the following:

Lead, Cadmium, and Chromium Compliance Plan Identify the safety and health aspects of work involving lead,…