Amend_01_-_6876326.pdf

PROJECT TABLE OF CONTENTS

SECTION 00 01 15, List of Drawings is deleted and 00 01 15, dated 9/17/2019, as shown in the footer, is added to the Project table of Contents.

SECTION 00 22 13.00 20, Supplementary Instructions to Offerors is deleted and 00 22 13.00 20, dated 9/17/2019, as shown in the footer, is added to the Project Table of Contents.

SECTION 01 20 00.00 20, Price and Payment Procedures is deleted and 01 20 00.00 20, dated 9/17/2019, as shown in the footer, is added to the Project Table of Contents.

SECTION 01 35 26, Governmental Safety Requirements is deleted and 01 35 26, dated 9/17/2019, as shown in the footer, is added to the Project table of Contents.

SECTION 01 45 00.00 20, Quality Control is deleted and 01 45 00.00 20, dated 9/17/2019, as shown in the footer, is added to the Project table of Contents.

SECTION 10 28 13, Toilet Accessories is deleted and 10 28 13, dated 9/18/2019, as shown in the footer is added to the Project table of contents.

SECTION 00 01 15 – LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 9/17/2019:

12782522 Enlarged Partial Plan and Details Bldg.87, revised 9/17/2019

Building 87 and 85 FEAD FAMD FSSO Relocation 6876326

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

NAVFAC SHEET

DWG NO. NO. TITLE REV.

12782482 G-001 TITLE SHEET AND INDEX OF DRAWINGS

12782483 G-101 SCHEMATIC SITE PLAN BUILDING(S) 85 & 87

12782484 G-102 PHASING PLAN 85 & 87

12782485 GI001 LIFE SAFETY GENERAL NOTES AND LEGEND

12782486 GI002 LIFE SAFETY GENERAL NOTES AND LEGEND

12782487 GI101 LIFE SAFETY PLAN BUILDING 87

12782488 GI102 LIFE SAFETY PARTIAL PLAN BUILDING 85

12782489 CU101 SITE UTILITY PLAN

12782490 CU501 DETAILS

12782491 CU701 SITE PLAN - BID OPTION

12782492 CU702 DETAILS

12782493 S-001 TYPICAL DETAILS & GENERAL NOTES

12782494 S-002 TYPICAL CONSTRUCTION DETAILS

12782495 S-101 FOUNDATION PLAN

12782496 S-102 ROOF FRAMING PLAN

12782497 S-103 STRUCTURAL DETAILS

12782498 AD101 SITE PLAN - DEMOLITION BUILDING 87

12782499 AD102 PARTIAL DEMOLITION PLAN BUILDING 87

12782500 AD103 PARTIAL DEMOLITION PLAN BUILDING 87

12782501 AD104 DEMOLITION PLAN, BUILDING 87 - EXISTING DIMENSIONAL PLAN

12782502 AD105 PARTIAL DEMOLITION PLAN BUILDING 87

12782503 A-101 SITE PLAN - CONSTRUCTION BUILDING 87

12782504 A-102 OVERALL CONSTRUCTION PLAN BUILDING 87

12782505 A-103 PARTIAL CONSTRUCTION PLAN, BUILDING 87

12782506 A-104 PARTIAL CONSTRUCTION PLAN, BUILDING 87

12782507 A-105 PARTIAL PLAN, BUILDING 85

12782508 A-106 PARTIAL PLAN, BUILDING 85

12782509 A-107 REFLECTED CEILING PLAN BUILDING 87

12782510 A-108 REFLECTED CEILING PLANS BUILDING 85

12782511 A-201 EXTERIOR ELEVATIONS BUILDING 87

12782512 A-202 EXTERIOR ELEVATIONS BUILDING 87

12782513 A-301 BUILDING SECTIONS BUILDING 87

12782514 A-302 BUILDING SECTIONS BUILDING 87

12782515 A-303 BUILDING SECTIONS BUILDING 87

12782516 A-304 BUILDING SECTIONS BUILDING 87

12782517 A-305 BUILDING SECTIONS BUILDING 85

12782518 A-306 BUILDING SECTIONS BUILDING 85

12782519 A-401 ENLARGED PLANS BUILDING 87

DOCUMENT 00 01 15 Page 1

NAVFAC SHEET

DWG NO. NO. TITLE REV.

12782520 A-402 ENLARGED PLANS AND DETAILS BUILDING 87

12782521 A-403 ENLARGED PLANS AND DETAILS BUILDING 87

12782522 A-404 ENLARGED PARTIAL PLANS AND DETAILS BUILDING 87 1

12782523 A-405 RESTROOM ELEVATIONS BUILDING 87

12782524 A-406 RESTROOM ELEVATIONS BUILDING 88

12782525 A-407 RESTROOM ELEVATIONS BUILDING 89

12782526 A-601 DOOR SCHEDULE, DOOR AND FRAME TYPES BUILDING 85 & 87

12782527 A-602 HEAD, JAMB, AND SILL DETAILS BUILDING 85 & 87

12782528 A-603 WINDOW SCHEDULE & HEAD, JAMB, SILL DETAILS BUILDING 85&87

12782529 I-101 OVERALL FURNITURE PLAN

12782530 I-102 FURNITURE PLAN

12782531 I-103 FURNITURE PLAN

12782532 I-104 FURNITURE PLAN

12782533 I-105 FURNITURE PLAN

12782534 I-106 FURNITURE PLAN & SCHEDULE

12782535 I-107 OVERALL FLOOR FINISH PLAN

12782536 I-108 FLOOR FINISH PLAN

12782537 I-109 FLOOR FINISH PLAN

12782538 I-110 FLOOR FINISH PLAN

12782539 I-111 FLOOR FINISH PLAN

12782540 I-112 FLOOR FINISH PLAN & NOTES

12782541 I-113 SIGNAGE PLAN

12782542 I-114 SIGNAGE PLAN

12782543 I-115 SIGNAGE PLAN

12782544 I-116 SIGNAGE PLAN

12782545 I-117 SIGNAGE PLAN AND DETAILS

12782546 I-201 ELEVATIONS

12782547 I-202 ELEVATIONS

12782548 I-301 SECTIONS

12782549 I-601 ROOM FINISH SCHEDULE

12782550 I-602 FINISH LEGEND

12782551 FA001 FIRE ALARM / MNS GENERAL NOTES AND LEGEND

12782552 FA101 FIRE ALARM / MNS PLAN BUILDING 87

12782553 FA501 FIRE ALARM/MNS RISER DIAGRAM AND SEQUENCE OF OPERATIONS

12782554 FX001 FIRE PROTECTION GENERAL NOTES AND LEGEND

12782555 FX101 FIRE PROTECTION PLAN BUILDING 87

12782556 FX102 FIRE PROTECTION PARTIAL PLAN: BUILDING 85

12782557 FX501 FIRE PROTECTION DETAILS

12782558 P-001 PLUMBING GENERAL NOTES, LEGEND & ABBREVIATIONS BUILDING 87

12782559 PD101 OVERALL FLOOR PLAN - PLUMBING DEMOLITION BUILDING 87

12782560 P-101 OVERALL FLOOR PLAN - WASTE AND VENT BUILDING 87

12782561 P-102 OVERALL FLOOR PLAN - WATER BUILDING 87

12782562 P-401 ENLARGED PLANS - WASTE AND VENT BUILDING 87

12782563 P-402 ENLARGED PLANS - WATER BUILDING 87

12782564 P-501 PLUMBING DETAILS BUILDING 87

12782565 P-601 PLUMBING SCHEDULES BUILDING 87

12782566 P-701 PLUMBING RISER DIAGRAMS - WASTE AND VENT BUILDING 87

12782567 P-702 PLUMBING RISER DIAGRAMS - WATER BUILDING 87

12782568 M-001 MECHANICAL - NOTES AND LEGENDS BUILDING 87

12782569 MD101 OVERALL FLOOR PLAN - MECHANICAL DEMOLITION BUILDING 87

12782570 MD102 PARTIAL AREA 1 FLOOR PLAN - MECHANICAL DEMOLITION BLDG 87

12782571 MD103 PARTIAL AREA 2 FLOOR PLAN - MECHANICAL DEMOLITION BLDG 87

12782572 MD104 PARTIAL AREA 3 FLOOR PLAN - MECHANICAL DEMOLITION BLDG 87

12782573 MD105 PARTIAL AREA 4 FLOOR PLAN - MECHANICAL DEMOLITION BLDG 87

12782574 MD106 OVERALL FLOOR PLAN - MECHANICAL DEMOLITION PIPE BLDG 87

12782575 MD107 PARTIAL FLOOR PLAN - MECHANICAL DEMOLITION BUILDING 87

12782576 MD108 OVERALL ROOF PLAN - MECHANICAL DEMOLITION BUILDING 87

DOCUMENT 00 01 15 Page 2

DWG NO. NO. TITLE REV.

12782577 MD109 OVERALL FLOOR PLAN - MECHANICAL DEMOLITION BUILDING 85

12782578 M-101 OVERALL FLOOR PLAN - MECHANICAL BUILDING 87

12782579 M-102 PARTIAL AREA 1 FLOOR PLAN - MECHANICAL BUILDING 87

12782580 M-103 PARTIAL AREA 2 FLOOR PLAN - MECHANICAL BUILDING 87

12782581 M-104 PARTIAL AREA 3 FLOOR PLAN - MECHANICAL BUILDING 87

12782582 M-105 PARTIAL AREA 4 FLOOR PLAN - MECHANICAL BUILDING 87

12782583 M-106 OVERALL FLOOR PLAN - MECHANICAL PIPING BUILDING 87

12782584 M-107 PARTIAL FLOOR PLANS - MECHANICAL BUILDING 87

12782585 M-108 OVERALL ROOF PLAN - MECHANICAL BUILDING 87

12782586 M-109 OVERALL FLOOR PLAN - MECHANICAL DEMOLITION BUILDING 85

12782587 M-501 MECHANICAL DETAILS

12782588 M-502 MECHANICAL DETAILS

12782589 M-503 MECHANICAL DETAILS

12782590 M-504 MECHANICAL DETAILS

12782591 M-505 MECHANICAL DETAILS

12782592 M-601 MECHANICAL SCHEDULES

12782593 M-602 MECHANICAL SCHEDULES

12782594 M-701 MECHANICAL CONTROLS

12782595 M-702 MECHANICAL CONTROLS

12782596 M-703 MECHANICAL CONTROLS

12782597 M-704 MECHANICAL CONTROLS

12782598 M-705 MECHANICAL CONTROLS

12782599 E-001 ELECTRICAL NOTES & LEGEND BUILDING 87

12782600 ED101 OVERALL PLAN - ELECTRICAL DEMOLITION BUILDING 87

12782601 ED102 FLOOR PLAN AREA 1 - POWER DEMOLITION BUILDING 87

12782602 ED103 FLOOR PLAN AREA 2 - POWER DEMOLITION BUILDING 87

12782603 ED104 FLOOR PLAN AREA 3 - POWER DEMOLITION BUILDING 87

12782604 ED105 FLOOR PLAN AREA 4 - POWER DEMOLITION BUILDING 87

12782605 ED106 FLOOR PLAN - POWER DEMOLITION BUILDING 85

12782606 ED107 FLOOR PLAN AREA 1 - LIGHTING DEMOLITION BUILDING 87

12782607 ED108 FLOOR PLAN AREA 2 - LIGHTING DEMOLITION BUILDING 87

12782608 ED109 FLOOR PLAN AREA 3 - LIGHTING DEMOLITION BUILDING 87

12782609 ED110 FLOOR PLAN AREA 4 - LIGHTING DEMOLITION BUILDING 87

12782610 ED111 FLOOR PLAN - LIGHTING DEMOLITION BUILDING 85

12782611 E-101 OVERALL FLOOR PLAN - ELECTRICAL BUILDING 87

12782612 E-102 FLOOR PLAN AREA 1 - POWER BUILDING 87

12782613 E-103 FLOOR PLAN AREA 2 - POWER BUILDING 87

12782614 E-104 FLOOR PLAN AREA 3 - POWER BUILDING 87

12782615 E-105 FLOOR PLAN AREA 4 - POWER BUILDING 87

12782616 E-106 FLOOR PLAN - POWER BUILDING 85

12782617 E-107 FLOOR PLAN AREA 1 - EQUIPMENT CONNECTIONS BUILDING 87

12782618 E-108 FLOOR PLAN AREA 2 - EQUIPMENT CONNECTIONS BUILDING 87

12782619 E-109 FLOOR PLAN AREA 3 - EQUIPMENT CONNECTIONS BUILDING 87

12782620 E-110 FLOOR PLAN AREA 4 - EQUIPMENT CONNECTIONS BUILDING 87

12782621 E-111 FLOOR PLAN - EQUIPMENT CONNECTIONS BUILDING 85

12782622 E-112 FLOOR PLAN AREA 1 - LIGHTING BUILDING 87

12782623 E-113 FLOOR PLAN AREA 2 - LIGHTING BUILDING 87

12782624 E-114 FLOOR PLAN AREA 3 - LIGHTING BUILDING 87

12782625 E-115 FLOOR PLAN AREA 4 - LIGHTING BUILDING 87

12782626 E-116 FLOOR PLAN - LIGHTING BUILDING 85

12782627 E-501 ELECTRICAL DETAILS

12782628 E-502 ELECTRICAL DETAILS

12782629 E-503 ELECTRICAL DETAILS

12782630 E-601 ELECTRICAL SCHEDULES

12782631 E-602 ELECTRICAL SCHEDULES

12782632 E-603 ELECTRICAL SCHEDULES

12782633 E-701 ELECTRICAL RISER DIAGRAMS

DOCUMENT 00 01 15 Page 3

DWG NO. NO. TITLE REV.

12782634 E-702 ELECTRICAL RISER DIAGRAMS

12782635 T-001 TELECOMMUNICATIONS NOTES & LEGEND BUILDING 87

12782636 TD101 OVERALL PLAN - TELECOMMUNICATIONS DEMOLITION BUILDING 87

12782637 TD102 FLOOR PLAN AREA 1 - TELECOMMUNICATIONS DEMOLITION BLDG 87

12782638 TD103 FLOOR PLAN AREA 2 - TELECOMMUNICATIONS DEMOLITION BLDG 87

12782639 TD104 FLOOR PLAN AREA 3 - TELECOMMUNICATIONS DEMOLITION BLDG 87

12782640 TD105 FLOOR PLAN AREA 4 - TELECOMMUNICATIONS DEMOLITION BLDG 87

12782641 TD106 FLOOR PLAN - TELECOMMUNICATIONS DEMOLITION BUILDING 85

12782642 T-101 OVERALL FLOOR PLAN - TELECOMMUNICATIONS BUILDING 87

12782643 T-102 FLOOR PLAN AREA 1 - TELECOMMUNICATIONS BUILDING 87

12782644 T-103 FLOOR PLAN AREA 2 - TELECOMMUNICATIONS BUILDING 87

12782645 T-104 FLOOR PLAN AREA 3 - TELECOMMUNICATIONS BUILDING 87

12782646 T-105 FLOOR PLAN AREA 4 - TELECOMMUNICATIONS BUILDING 87

12782647 T-106 FLOOR PLAN - TELECOMMUNICATIONS BUILDING 85

12782648 T-501 TELECOMMUNICATIONS DETAILS

12782649 T-502 TELECOMMUNICATIONS DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 4

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE PRICE. Price includes the following:

CLIN 0001AA. Price for the entire work for Buildings 87 and 85, complete to the 5 foot line outside of the building, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN)0001AB,0002 and 0003.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001AA

0001AA Entire Work for Buildings 87 and

CLIN 0001AB. Price for the entire FF&E Design Service for Building 87 and 86, complete to the 5 foot line outside of the building, in accordance with the drawings and specifications, but excluding work described in CLIN 0001AA, 0002 and 0003.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001AB

0001AB FF&E Design Services $__________

CLIN 0002 Planned Modification Item 1 - Price includes the following:

Price to procure and supervise installation of the Furniture, Fixtures, and Equipment (FF&E) complete in accordance with the plans and specifications and in accordance with the following schedule:

DOCUMENT 00 22 13.00 20 Page 1

CLIN ITEM GOVERNMENT

FF&E ESTIMATE

HAR

(NTE

5%)

HAR AMOUNT

(GOVT FF&E

ESTIMATE x

HAR%)

TOTAL FF&E

ESTIMATED AMOUNT

FOR CLIN 0004

(GOVT FF&E

ESTIMATE + HAR

AMOUNT)

0002 FF&E $1,206,329.11

CLIN 0003 Bid Option 1 - Price includes the following:

Price for providing exterior grading and drainage. Revisions as indicated on Sheet CU701.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

003 Bid Option 1 $__________

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Items 0001AA, 0001AB, and the sum of the extensions under Contract Line Item 0002 and 0003. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

b. A firm fixed proposed price is required for CLIN 0001AA, CLIN 0001AB, CLIN 0002 and CLIN 0003. No provision is made for economic price adjustment.

c. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requiremen.t An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

1.3 PLANNED MODIFICATION BID NOTES

These notes apply to Planned Modification CLINs.

a. The estimated amount for FF&E has been supplied by the Government, to provide offerors with the projected magnitude of effort. The estimated amount includes the actual cost of the FF&E including freight and installation charges. The Government FF&E Estimate is only an estimated amount.

b. If awarded, line items will be funded separately after completion of FF&E design package review by the Government, and receipt of appropriate funding by the Government. Requirements and details are provided in Section 01 30 01.00 20 DESIGN PROCUREMENT AND INSTALLATION

OF FURNITURE, FIXTURES, AND EQUIPMENT.

DOCUMENT 00 22 13.00 20 Page 2

c. Bonding is not required for the design, procurement and installation of

FF&E .

d. Offerors may propose a Handling and Administration Rate (HAR) for the FF&E not to exceed 5 percent. This fee will account for all administrative costs, overhead, bonding fees, administration of subcontracts, profit, and any other costs associated with and related to the coordination and processing of the procurement and installation of FF&E . The proposed HAR percentage will be incorporated into the contract award and will not be adjusted regardless of fluctuations from the estimate amount for the FF&E . The proposed HAR is a fixed rate.

e. The Government is not obligated to award the Planned Modification line item(s). Should the Government choose to award the Planned Modification, the line item will be awarded as a negotiated modification to the contract/task order. The Contractor's proposed HAR will be applied to all vendor/supplier costs for the FF&E.

f. If awarded, the FF&E modification will be awarded at least six months prior to the contract completion date. A minimum of six months is required for the Contractor to purchase, deliver and install the FF&E without impacting the overall completion date of the project. The Contractor's schedule must assume the award of the FF&E as a modification. No schedule extensions will be granted if the modification is awarded at least six months prior to the contract completion date. If the Government decides to negotiate and award the furniture modification with less than six months prior to the contact completion date, the Contractor may be entitled to a contract extension and extended field overhead. A contract extension and extended field overhead will only be granted in those cases where the Contractor demonstrates that an accepted Final FF&E package was submitted within the approved schedule deadlines and sufficient lead time for the FF&E is not available and the Government's award of the modification is in the last six months of the contract.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 3

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 30 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to

SECTION 01 20 00.00 20 Page 1 the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/Category Codes, divide the asset and provide the proportion of the assets in each RPUID/Category Code. Assets and related RPUID/Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

SECTION 01 20 00.00 20 Page 2

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance.

Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher and Conractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the

SECTION 01 20 00.00 20 Page 3 documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

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

1.5.3 Final Invoice

a. A final invoice shall 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 shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

SECTION 01 20 00.00 20 Page 4

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00.00 20 Page 5

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.22 (2007; R 2012) Safety Requirements for Rope-Guided and Non-Guided Workers’ Hoists

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE A10.44 (2014) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSE/SAFE Z244.1 (2003; R 2014) Control of Hazardous Energy Lockout/Tagout and Alternative Methods

ASSE/SAFE Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASSE/SAFE Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSE/SAFE Z359.12 (2009) Connecting Components for Personal Fall Arrest Systems

ASSE/SAFE Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

ASSE/SAFE Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSE/SAFE Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSE/SAFE Z359.2 (2007) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSE/SAFE Z359.3 (2007) Safety Requirements for Positioning and Travel Restraint Systems

SECTION 01 35 26 Page 1

ASSE/SAFE Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

ASSE/SAFE Z359.6 (2009) Specifications and Design Requirements for Active Fall Protection Systems

ASSE/SAFE Z359.7 (2011) Qualification and Verification Testing of Fall Protection Products

ASME INTERNATIONAL (ASME)

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2011) Personnel Lifting Systems Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; INT Jun 2010 - Jun 2014) Rigging Hardware

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.7 (2011) Winches

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2014; INT Feb 2011 - Nov 2013) Slings

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2015) 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 (2003) Guide for Protective Grounding of Power Lines

IEEE C2 (2017) National Electrical Safety Code

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA Z535.2 (2011) Environmental and Facility Safety Signs

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire

SECTION 01 35 26 Page 2

Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2017) National Electrical Code

NFPA 70E (2015; ERTA 1 2015) Standard for Electrical Safety in the Workplace

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

TIA-222 (2005G; Add 1 2007; Add 2 2009; Add 3 2014; Add 4 2014; R 2014; R 2016) Structural Standards for Steel Antenna Towers and Antenna Supporting Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1910.333 Selection and Use of Work Practices

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

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

SECTION 01 35 26 Page 3

29 CFR 1926.552 Material Hoists, Personal Hoists, and Elevators

29 CFR 1926.553 Base-Mounted Drum Hoists

CPL 02-01-056 (2014) Inspection Procedures for Accessing Communication Towers by Hoist

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

1.2 DEFINITIONS

1.2.1 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 dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person requirements, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with

SECTION 01 35 26 Page 4

ASSE/SAFE Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.6 Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented and include experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented, minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

1.2.7 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.8 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.9 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.10 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.11 Medical Treatment

Medical Treatment is treatment administered by a physician or by registered

SECTION 01 35 26 Page 5 professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

1.2.12 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.13 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

1.2.14 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.

1.2.15 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ASSE/SAFE Z359.0, with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

1.2.16 USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

1.2.17 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;

two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, or roll over). Document an LHE mishap or accident using the NAVFAC prescribed Navy Crane Center (NCC) accident form.

SECTION 01 35 26 Page 6

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP)

SD-06 Test Reports

Monthly Exposure Reports Notifications and Reports Accident Reports LHE Inspection Reports

SD-07 Certificates

Contractor Safety Self-Evaluation Checklist Crane Operators/Riggers Standard Lift Plan Critical Lift Plan Activity Hazard Analysis (AHA) Confined Space Entry Permit Hot Work Permit Certificate of Compliance

1.4 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report and attach to the monthly billing request. 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 voucher.

1.5 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

Contracting Officer will provide a "Contractor Safety Self-Evaluation checklist" to the Contractor at the pre-construction conference. Complete the checklist monthly and submit with each request for payment voucher. An acceptable score of 90 or greater is required. Failure to submit the completed safety self-evaluation checklist or achieve a score of at least 90 may result in retention of up to 10 percent of the voucher.

1.6 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 all applicable federal, state, and local laws, ordinances, criteria, rules and regulations. 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.

1.6.1 Subcontractor Safety Requirements

For this contract, neither Contractor nor any subcontractor may enter into contract with any subcontractor that fails to meet the following

SECTION 01 35 26 Page 7 requirements. The term subcontractor in this and the following paragraphs means any entity holding a contract with the Contractor or with a subcontractor at any tier.

1.6.1.1 Experience Modification Rate (EMR)

Subcontractors on this contract must have an effective EMR less than or equal to 1.10, as computed by the National Council on Compensation Insurance (NCCI) or if not available, as computed by the state agency's rating bureau in the state where the subcontractor is registered, when entering into a subcontract agreement with the Prime Contractor or a subcontractor at any tier. The Prime Contractor may submit a written request for additional consideration to the Contracting Officer where the specified acceptable EMR range cannot be achieved. Relaxation of the EMR range will only be considered for approval on a case-by-case basis for special conditions and must not be anticipated as tacit approval.

Contractor's Site Safety and Health Officer (SSHO) must collect and maintain the certified EMR ratings for all subcontractors on the project and make them available to the Government at the Government's request.

1.6.1.2 OSHA Days Away from Work, Restricted Duty, or Job Transfer (DART) Rate

Subcontractors on this contract must have a DART rate, calculated from the most recent, complete calendar year, less than or equal to 3.4 when entering into a subcontract agreement with the Prime Contractor or a subcontractor at any tier. The OSHA Dart Rate is calculated using the following formula:

(N/EH) x 200,000 where:

N = number of injuries and illnesses with days away, restricted work, or job transfer

EH = total hours worked by all employees during most recent, complete calendar year

200,000 = base for 100 full-time equivalent workers (working 40 hours per week, 50 weeks per year)

The Prime Contractor may submit a written request for additional consideration to the Contracting Officer where the specified acceptable OSHA Dart rate range cannot be achieved for a particular subcontractor.

Relaxation of the OSHA DART rate range will only be considered for approval on a case-by-case basis for special conditions and must not be anticipated as tacit approval. Contractor's SSHO must collect and maintain self-certified OSHA DART rates for all subcontractors on the project and make them available to the Government at the Government's request.

1.7 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.7.1 Personnel Qualifications

1.7.1.1 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the

SECTION 01 35 26 Page 8 project. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the SSHO. The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan (APP). The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs.

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

1.7.1.1.1 Additional Site Safety and Health Officer (SSHO) Requirements and Duties

The SSHO may also serve as the Quality Control Manager. The SSHO may not serve as the Superintendent.

1.7.1.2 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1, Appendix Q and herein. Competent Persons for high risk activities include confined space, cranes and rigging, excavation/trenching, fall protection, and electrical work. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (i.e. competent person, fall protection).

The Competent Person identified in the Contractor's Safety and Health Program and accepted APP, must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the the Contracting Officer for information in consultation with the Safety Office.

1.7.1.2.1 Competent Person for Confined Space Entry

Provide a Confined Space (CP) Competent Person who meets the requirements of EM 385-1-1, Appendix Q, and herein. The CP for Confined Space Entry must supervise the entry into each confined space in accordance with EM 385-1-1, Section 34.

1.7.1.2.2 Competent Person for Scaffolding

Provide a Competent Person for Scaffolding who meets the requirements of EM 385-1-1, Section 22.B.02 and herein.

1.7.1.2.3 Competent Person for Fall Protection

Provide a Competent Person for Fall Protection who meets the requirements of EM 385-1-1, Section 21.C.04 and herein.

1.7.1.3 Qualified Trainer Requirements

Individuals qualified to instruct the 40 hour contract safety awareness

SECTION 01 35 26 Page 9 course, or portions thereof, must meet the definition of a Competent Person Trainer, and, at a minimum, possess a working knowledge of the following subject areas: EM 385-1-1, Electrical Standards, Lockout/Tagout, Fall Protection, Confined Space Entry for Construction; Excavation, Trenching and Soil Mechanics, and Scaffolds in accordance with 29 CFR 1926.450, Subpart L.

Instructors are required to:

a. Prepare class presentations that cover construction-related safety requirements.

b. Ensure that all attendees attend all sessions by using a class roster signed daily by each attendee. Maintain copies of the roster for at least five (5) years. This is a certification class and must be attended 100 percent. In cases of emergency where an attendee cannot make it to a session, the attendee can make it up in another class session for the same subject.

c. Update training course materials whenever an update of the EM 385-1-1 becomes available.

d. Provide a written exam of at least 50 questions. Students are required to answer 80 percent correctly to pass.

e. Request, review and incorporate student feedback into a continuous course improvement program.

1.7.1.4 Crane Operators/Riggers

Provide Operators, Signal Persons, and Riggers meeting the requirements in EM 385-1-1, Section 15.B for Riggers and Section 16.B for Crane Operators and Signal Persons. Provide proof of current qualification.

1.7.2 Personnel Duties

1.7.2.1 Duties of the Site Safety and Health Officer (SSHO)

The SSHO must:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily production report.

b. Conduct…