W912P5-16-B-0015_TSpecs_Jul_15_2016.pdf

Solicitation No. W912P5-16-B-0015

US Army Corps Of Engineers Nashville District

ELEVATOR MODERNIZATION

Center Hill Dam Caney Fork River DeKalb County, Tennessee

Technical Specifications

July 2016

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Elevator Modernization Center Hill Dam W912P5-16-B-0015 DeKalb County, Tennessee

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 QUALITY CONTROL

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 95 00 FORMS AND ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14 ASBESTOS ABATEMENT WORK

DIVISION 14 - CONVEYING EQUIPMENT

14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 COORDINATION CONFERENCES

1.3 PARTNERING

1.4 REFERENCES

1.5 SUBMITTALS

1.6 PROJECT SIGNS

1.7 CONTRACTOR'S STAGING AREA

1.8 SAFE CLEARANCE PROCEDURES

1.9 DAILY CLEANUP AND DISPOSAL

1.10 STORAGE OF EQUIPMENT AND MATERIALS

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.12 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.13 EVALUATION OF CONTRACTOR PERFORMANCE

1.14 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.15 PROJECT SCHEDULE

1.15.1 Preliminary Project Schedule Submission

1.15.2 Initial Project Schedule Submission

1.15.3 Periodic Schedule Updates

1.15.4 Narrative Report

1.16 MEASUREMENT AND PAYMENT

1.17 SUSTAINABILITY

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

3.1.2 Interruptions of Utilities

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.3 PARTNERING

In order to most effectively accomplish this contract, the Government urges the contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each organization for the ultimate goal of assuring that the project’s intended results are achieved, within budget and on schedule. This endeavor seeks an environment that nurtures team building, cooperation and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

The first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held within the first thirty (30) days following contract award. The Resident Engineer would chair the conference, establish its agenda and distribute minutes of the meeting. A professional facilitator acceptable to both parties would lead the participants of the session, through the steps of team building and the formation of a problem solving mechanism within the group. The conference duration would be no more than one day. Location of the conference would be offsite within a 60 mile radius of the jobsite at a facility which offers conference rooms and food service. All costs in connection with rented facilities and the facilitator would be shared equally by the Government and the Contractor. Each organization would pay other costs of its respective employees attending the conference.

Additional partnering sessions would be held no less than biannually.

Implementation of the partnering concept and philosophy would be an on-going process.

SECTION 01 00 00 Page 2

1.4 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

ER 385-1-31 (2009) The Control of Hazardous Energy

U.S. DEPARTMENT OF ENERGY (DOE)

ISWG Guiding Principles (2008) High Performance and Sustainable Buildings Guidance

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Updates; G

Narrative Report

Preliminary Sustainability Notebook; G

SD-11 Closeout Submittals

Final Sustainability Notebook; G

1.6 PROJECT SIGNS

a. General. The Contractor shall furnish and erect, within 30 days after issue of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed. The signs shall be lettered on one side only and shall conform to EP 310-1-6a, EP 310-1-6b, and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as follows:

ELEVATOR MODERNIZATION

b. Materials. The sign shall be constructed with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated

SECTION 01 00 00 Page 3

4-inch by 4-inch material. Screws shall be commercial quality and of sizes shown.

c. Painting. The signs and posts shall be given one prime coat and two finish coats of exterior oil paint before lettering. Letters and trim shall be applied to one side only using one coat of enamel of color, style, and size shown.

d. Erection and Maintenance. The signs shall be erected at the designated locations. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs throughout the life of the contract. The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon final acceptance of the contract work.

1.7 CONTRACTOR'S STAGING AREA

The Contractor will be assigned a portion of the powerplant yard for use as a staging area. The yard is located adjacent to the powerplant with gated access. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner.

Temporary Contractor facilities provided during installation shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.8 SAFE CLEARANCE PROCEDURES

Project personnel use A Safe Clearance System, as stated in ER 385-1-31 and amended by the Nashville District to ensure continuity of service and safety to personnel and equipment. Any work performed which requires taking the Project's operating equipment out of service will be done only after a formal clearance is obtained by the Contracting Officer with 48-hour minimum notice. Contractor personnel shall not violate clearance.

Any violation of Safe Clearance Procedures will be grounds for removal of the offender(s). Up to five copies of the Nashville District Safe Clearance Procedure will be supplied to the Contractor upon request.

1.9 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.10 STORAGE OF EQUIPMENT AND MATERIALS

Storage of equipment and materials will be permitted only in designated staging areas. A minimum access space of three feet shall be maintained between the Contractor's stored items and existing facility equipment.

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the

SECTION 01 00 00 Page 4 drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.12 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary. Contractor shall also coordinate his or her work with other contractors working in adjacent areas in order to avoid conflicts and to maintain equipment access and serviceability. Due to the size of some of the parts, the hydropower rehabilitation contractor may block passage through certain areas for extended periods of time. It will be the responsibility of the elevator contractor to either schedule around these periods, or to find an alternate access route.

1.13 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum. The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS, http://www.cpars.gov. This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.14 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

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

Federal Veteran employment information at:

http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance:

http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act:

SECTION 01 00 00 Page 5 http://benefits.va.gov/vow/

Army Wounded Warrior Program:

http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material:

http://www.whitehouse.gov/sites/default/files/docs/ white_house_business_council_-_guide_to_hiring_veterans_0.pdf

1.15 PROJECT SCHEDULE

The Contractor shall provide project schedule submittals in accordance with MATOC Contract Clause 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS and as described below:

1.15.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations for the first 60 calendar days shall be submitted for approval within 10 calendar days after Notice to Proceed is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed 60 calendar days after NTP.

1.15.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 30 calendar days after Notice to Proceed. The schedule shall provide a reasonable sequence of activities that represent work through the entire project and shall be at a reasonable level of detail.

1.15.3 Periodic Schedule Updates

Periodic schedule updates shall be provided monthly and at any other time as requested by the Contracting Officer. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

1.15.4 Narrative Report

A Narrative Report shall be provided with each update of the project schedule. This report shall be provided as the basis of the Contractor's progress payment request. The Narrative Report shall include: a description of activities along the 5 most critical paths, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken.

1.16 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

SECTION 01 00 00 Page 6

1.17 SUSTAINABILITY

a. The Contractor shall meet the recycled content requirements set forth by the Environmental Protection Agency (EPA). The link to the list of EPA-designated products is below.

https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program#products

b. The Contractor shall meet the BioPreferred Program requirements set forth by the U.S. Department of Agriculture (USDA). The link to the list of USDA-designated product categories is below.

http://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml

c. The Contractor shall meet the energy efficient requirements set forth by the Office of Energy Efficiency and Renewable Energy (EERE) for all new purchased components and equipment. The link to the list of product categories covered by efficiency programs is below.

http://energy.gov/eere/femp/find-product-categories-covered-efficiency-programs

d. All required paper submittal deliverables shall be printed double-sided on paper that contains post-consumer fiber (recycled content).

e. The Contractor shall follow the requirements of the following Clauses:

1. FAR Provision 52.223-1 - Biobased Product Certification

2. FAR Clause 52.223-2 - Affirmative Procurement of Biobased Products

Under Service and Construction Contracts

3. FAR Provision 52.223-4 - Recovered Material Certification

4. FAR Clause 52.223-9 - Estimate of Percentage of Recovered Material

Content for EPA-Designated Items

5. FAR Clause 52.223-17 - Affirmative Procurement of EPA-Designated

Items in Service and Construction Contracts

6. FAR Clause 52.223-15 - Energy Efficiency in Energy-Consuming

Products

7. FAR Clause 52.204-4 - Printed or Copied Double-Sided on

Post-Consumer Fiber Content Paper

Provide and maintain a comprehensive Sustainability Notebook to document compliance with the sustainability requirements. Sustainability Notebook must contain all required data to support full compliance with the ISWG Guiding Principles Requirements. Maintain up to date information, spreadsheets, templates, and other required documentation with each current submittal. Submit the preliminary sustainability notebook and the final sustainability notebook for approval.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge at the site. The contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities

SECTION 01 00 00 Page 7 furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.1.2 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

-- End of Section --

SECTION 01 00 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.2 BASE CONTRACT PAYMENT ITEMS

1.2.1 Performance and Payment Bonds

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Demolition

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Asbestos Abatement

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Equipment Reconditioning

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Elevator Modernization

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.3 OPTIONAL PAYMENT ITEMS

1.3.1 Hoist Machine

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 AC Hoist Motor

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Rope Gripper

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Ropes

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Rails

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 Hall Fixtures with Fire Protection Service and Hoistway Access

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Bumper Base Support

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 Hoistway (Freight) Elevator Doors

1.3.8.1 Payment

1.3.8.2 Unit of Measure

PART 2 PRODUCTS

SECTION 01 22 00 Page 1

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work required under this contract 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 payment item, shall be included in the listed item most closely associated with the work involved. Payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, equipment, tools, supplies, and incidentals necessary to complete the work, 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 BASE CONTRACT PAYMENT ITEMS

1.2.1 Performance and Payment Bonds

1.2.1.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. 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 line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Demolition

Demolition shall be provided as specified in Section 02 41 00 of the specifications.

1.2.2.1 Payment

Payment will be made for costs associated with demolition work as specified in Section 02 41 00 DEMOLITION. Payment will be made at the 1 Job price for "Demolition". This price shall include consideration for all required labor, equipment, and required disposal.

1.2.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 3

1.2.3 Asbestos Abatement

Asbestos abatement work shall be as specified in Section 02 82 14 ASBESTOS

ABATEMENT WORK.

1.2.3.1 Payment

Payment will be made for costs associated with "Asbestos Abatement Work," which includes full compensation for furnishing all materials, equipment, and labor required to remove all asbestos containing materials. 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.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.4 Equipment Reconditioning

Perform equipment reconditioning in accordance with Section 14 21 13

ELECTRIC TRACTION FREIGHT ELEVATORS.

1.2.4.1 Payment

Payment will be made for costs associated with equipment reconditioning as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for each item to be reconditioned as listed below:

a. Hoist Machine Reconditioning.

b. AC Hoist Motor Reconditioning.

c. Rope Gripper Reconditioning.

d. Rope Reconditioning.

e. Rail Reconditioning.

f. Hall fixtures with Fire Service and Hoistway Access Reconditioning.

g. Bumper Base Support Reconditioning.

h. Hoistway (Freight) Elevator Doors Reconditioning.

These prices shall include consideration for all required labor, materials, and equipment to perform each reconditioning.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Elevator Modernization

Elevator modernization shall be provided as specified in Section 14 21 13

ELECTRIC TRACTION FREIGHT ELEVATORS.

1.2.5.1 Payment

Payment will be made for costs associated with elevator modernization as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Elevator Modernization". This price shall include consideration for all required labor, materials, and equipment for elevator modernization work that is not already included in

SECTION 01 22 00 Page 4 other payment items.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.3 OPTIONAL PAYMENT ITEMS

1.3.1 Hoist Machine

1.3.1.1 Payment

Payment will be made for costs associated with replacement of hoist machine / deflector sheave as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Hoist Machine". This price shall include consideration for all required labor, materials, and equipment.

1.3.1.2 Unit of Measure

Unit of measure: Job.

1.3.2 AC Hoist Motor

1.3.2.1 Payment

Payment will be made for costs associated with replacement of the AC Hoist Motor as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "AC Hoist Motor".

This price shall include consideration for all required labor, materials, and equipment.

1.3.2.2 Unit of Measure

Unit of measure: Job.

1.3.3 Rope Gripper

1.3.3.1 Payment

Payment will be made for costs associated with replacement of the rope gripper as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Rope Gripper".

This price shall include consideration for all required labor, materials, and equipment.

1.3.3.2 Unit of Measure

Unit of measure: Job.

1.3.4 Ropes

1.3.4.1 Payment

Payment will be made for costs associated with replacement of the ropes as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Ropes". This price shall include consideration for all required labor, materials, and equipment.

SECTION 01 22 00 Page 5

1.3.4.2 Unit of Measure

Unit of measure: Job.

1.3.5 Rails

1.3.5.1 Payment

Payment will be made for costs associated with replacement of the rails as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Rails". This price shall include consideration for all required labor, materials, and equipment.

1.3.5.2 Unit of Measure

Unit of measure: Job.

1.3.6 Hall Fixtures with Fire Protection Service and Hoistway Access

1.3.6.1 Payment

Payment will be made for costs associated with replacement of hall fixtures with fire protection service and hoistway access, as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Hall Fixtures with Fire Protection Service and Hoistway Access". This price shall include consideration for all required labor, materials, and equipment.

1.3.6.2 Unit of Measure

Unit of measure: Job.

1.3.7 Bumper Base Support

1.3.7.1 Payment

Payment will be made for costs associated with replacement of bumper base support as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Bumper Base Support". This price shall include consideration for all required labor, materials, and equipment.

1.3.7.2 Unit of Measure

Unit of measure: Job.

1.3.8 Hoistway (Freight) Elevator Doors

1.3.8.1 Payment

Payment will be made for costs associated with replacement of hoistway (freight) elevator doors as specified in Section 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS. Payment will be made at the 1 Job price for "Hoistway (Freight) Elevator Doors". This price shall include consideration for all required labor, materials, and equipment.

1.3.8.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 6

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

1.2 SUMMARY

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTALS

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

1.5.2 For Information Only

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Source Drawings for Shop Drawings

1.6.2.1 Terms and Conditions

1.6.3 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

1.7.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.7.3 Number of Copies SD-05 Design Data and SD-07 Certificates

1.7.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.7.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7.6 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.8 INFORMATION ONLY SUBMITTALS

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Copies Delivered to the Government

1.10 VARIATIONS

1.10.1 Considering Variations

1.10.2 Proposing Variations

1.10.3 Warranting that Variations are Compatible

1.10.4 Environmental Assessment of Variations

1.10.5 Review Schedule Extension

1.11 SCHEDULING

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 DISAPPROVED SUBMITTALS

1.14 APPROVED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

SECTION 01 33 00 Page 1

1.17 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

The scope of this Section covers the submittal procedures required by this contract. All required submittals shall be provided in both hard copy and electronic format (PDF) as described in paragraph 1.6.3 Electronic File Format. Electronic submittals shall be sent to the Contracting Officer or designated representative via E-Mail to the extent possible.

1.2 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

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

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

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

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

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided in Section

01 95 00 FORMS AND ATTACHMENTS.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

SECTION 01 33 00 Page 3

Submittals which are required prior to the start of construction or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Submittal register

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

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

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and

SECTION 01 33 00 Page 5 maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.5 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.5.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.5.2 For Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the

SECTION 01 33 00 Page 6

Contract Clause referred to above.

1.6 PREPARATION

1.6.1 Transmittal Form

Use the sample transmittal form (ENG Form 4025-R) included in Section 01 95 00 FORMS AND ATTACHMENTS for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DGN) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.6.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

SECTION 01 33 00 Page 7

1.6.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide hard copies of the submittals as listed in paragraph QUANTITY OF SUBMITTALS. Compile each electronic submittal as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer.

Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/.

Provide hard copies of submittals as required in paragraph QUANTITY OF

SUBMITTALS.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit one electronic (PDF format) and one hard copy of shop drawings requiring review and approval by Contracting Officer.

In addition, shop drawings shall also be submitted in CAD format (.dwg or .dgn).

3-D CAD files shall be submitted if they are available.

1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.5 Number of Copies of SD-10 Operation and Maintenance Data

Submit one electronic (PDF format) and two hard copies of O&M Data to the Contracting Officer for review and approval.

SECTION 01 33 00 Page 8

1.7.6 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit one electronic (PDF format) and one hard set of administrative submittals. CAD files in 2-D and 3-D (if available) formats shall also be provided for the as-built drawings.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.9 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 02 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

SECTION 01 33 00 Page 9

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.9.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.9.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.10 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.10.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

SECTION 01 33 00 Page 10

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.10.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.10.3 Warranting that Variations are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.10.4 Environmental Assessment of…