W912EE19Q0023.pdf

SEE ADDENDUM

(No Collect Calls)

W912EE19Q0023 11-Mar-2019

b. TELEPHONE NUMBER

601-631-7264

8. OFFER DUE DATE/LOCAL TIME

10:00 AM 30 Apr 2019

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912EE9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

SHERMEKA L SHOWERS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W807PM90373584

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W807PM 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

PR W2R9 ENDIST VICKSBURG

SEE SCHEDULE

4155 CLAY ST

VICKSBURG MS 39180-3435

TEL: FAX:

601-631-7261FAX:

TEL: 601-631-

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

1,250

NAICS:

335313

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF249

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912EE19Q0023

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Mobilization and Demobilization

FFP

The Contractor shall provide all labor, material and equipment required for mobilizing and demobilizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site in accordance with the attached Statement of

Work and Specifications.

FOB: Destination

MILSTRIP: W807PM90373584

PURCHASE REQUEST NUMBER: W807PM90373584

NET AMT

0002 1 Job Replace Existing 5KV Switchgear

FFP

The Contractor Shall provide labor, material and equipment required to; replace, remove, and dispose of the existing 5kV Switchgear. Remove and dispose existing cables and conductors originating from the 5kV Switchgear to the first point of termination and, furnish, install and commission the new 5kV Switchgear and install new cables and conductors in accordance with attached Statement of Work and Specifications.

FOB: Destination

0003 1 Job Replace Existing 480V Switchgear & TRANS

FFP

The Contractor Shall provide labor, material and equipment required to; remove and dispose of the existing 480V switchgear and transformers, remove and dispose of all existing cables and conductors originating from the 480V, and furnish,install, and commission the new 480V switchgear and transformers, and install new cables and conductors in accordance with the attached Statement of Work and

Specifications.

FOB: Destination

Section C - Descriptions and Specifications

STATEMENT OF WORK

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1 41 00 BID SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

2 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 60 OPERATIONS AND MAINTENANCE DATA

01 30 70 AS-CONSTRUCTED DRAWINGS

DIVISION 03 - CONCRETE

03 60 00.00 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND

EQUIPMENT FOUNDATIONS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DIVISION 26 - ELECTRICAL

260500.0026 BASIC ELECTRICAL MATERIALS AND METHODS

260513.0026 MEDIUM-VOLTAGE CABLE

260519.0026 INSULATED WIRE AND CABLE 2000V and Below

260801.0026 SYSTEMS TESTING AND COMMISSIONING

261313.0026 METAL-CLAD SWITCHGEAR

262310.1026 480 VOLT SWITCHGEAR AND TRANSFORMERS

DIVISION 33 - UTILITIES

33 72 33.00 26 POWER SYSTEM RELAY PROTECTION

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS SECTION 00 41 00

BID SCHEDULE

-- End of Section Table of Contents --

SECTION 00 41 00

BID SCHEDULE

Tensas Cocodrie Switchgear Replacement

Item Description Estimated Quantity Unit Price

BASE ITEMS:

0001 Mobilization and Demobilization

0002 Replace Existing 5kV Switchgear

0003 Replace Existing And Transformers 480V Switchgear

TOTAL

SECTION TABLE OF CONTENTS DIVISION

01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 SPECIFICATIONS AND DRAWINGS

1.3 CHANGES IN SPECIFICATIONS AND DRAWINGS

1.4 DEFINITIONS

1.5 EXISTING WORK PART 2 PRODUCTS

PART 3 EXECUTION

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS SECTION 01 22 00

MEASUREMENT AND PAYMENT

1.1 RETAINAGE OF PAYMENT

1.2 MEASUREMENT

1.2.1 Unit Definitions

1.2.1.1 Lump Sum (LS)

1.3 PAYMENT

1.3.1 ITEM 0001 Mobilization And Demobilization

1.3.2 ITEM 0002 Replace Existing 5kV Switchgear

1.3.3 ITEM 0003 Replace Existing 480V Switchgear And Transformers

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 11 00

SUMMARY OF WORK

This is a generalized description of the work required under this solicitation and includes all operations required to replace the 480V

Substation Transformers at Tensas Concodrie Pump Plant along with multiple, existing 5kV Switchgear and 480V Switchgear. In order to satisfy the specifications of this solicitation, new equipment shall be utilized to meet the needs of the government. A quote containing refurbished or reconstructed will not meet the technical requirement and will be deemed nonresponsive unless the specific item is authorized for reuse as indicated in the solicitation including technical specifications.

Furthermore, unless otherwise stated, all work directed by these specifications shall be understood to pertain to these systems. In the event there is a contradiction between this general description and the technical specifications, then the technical specification shall be used.

The following list of equipment and services to be provided is a general summary of the work and is not all-inclusive:

a. Remove and dispose of the existing 5kV switchgear. This includes but is not limited to; breakers, protection relays, meters, control devices, field excitation system, and the existing surge arrestors located in the motor terminal cabinets.

b. Remove and dispose of all power conductors originating from the 5kV switchgear to the first point of termination. This includes but is not limited to; 480V switchgear feeders, and pump feeders.

c. Remove and dispose of the existing double ended 480V switchgear and transformers. This includes but is but not limited to; breakers, two dry type transformers, protection relays, meters, and control devices.

d. Remove and dispose of all power conductors originating from the 480V limited to; all power conductors, panel feeders, and load feeders.

e. Furnish and install new 5kV switchgear equipment. This includes but is not limited to; breakers, motor starters, protection relays, control devices, meters, digital field excitation system, arc flash reduction maintenance switches, and the surge arrestors located in the motor terminal cabinets.

f. Furnish and install new power conductors originating from the 5kV limited to; 480V substation feeders, and pump feeders.

g. Furnish and install new 480V double-ended substation equipment. This includes but is not limited to; breakers, two dry type transformers, protection relays, meters, and control devices.

h. Furnish and install new power conductors originating from the 480V limited to; all power conductors, panel feeders, and load feeders.

i. Reuse all conduit.

j. Reuse all control conductors as shown in the appropriate technical drawing.

k. Perform minor concrete and grout work to ensure proper equipment mounting and anchoring for the Tensas Cocodrie Switchgear Replacement 2016

TSCSWG16..

l. Furnish Operations and Maintenance Manuals applicable to the specific equipment installed.

m. Furnish As-Constructed drawings for all new equipment, cable, and conduit to include a comprehensive cable and conduit schedule.

n. Provide training of project personnel. All training shall be conducted at the Project.

o. Perform all work required to comply with the site operations, environmental protection, and safety and health provisions.

1.2 SPECIFICATIONS AND DRAWINGS

Technical specifications in Divisions 01-48 listed in the Table of

Contents cover the detailed requirements for the equipment and services listed in the schedule. The drawings listed on INDEX OF DRAWINGS, SHEET G-

002 accompany this specification and are part thereof. The technical specifications will control over any general description of the work required under this solicitation.

1.3 CHANGES IN SPECIFICATIONS AND DRAWINGS

The Government reserves the right to revise or amend the specifications and/or drawings prior to the date set for opening bids. Copies of such amendments will be furnished to all prospective bidders. If the revisions and amendments require material changes in quantities or prices bid, or both, the date set for bid opening may be extended to enable bidders the opportunity to revise their bids. The amendment will include an announcement of the new date for opening bids.

1.4 DEFINITIONS

a. Wherever in the specifications, or upon the drawings, the words

"directed", "required", "ordered", "designated", "prescribed", or words of like import are used, it shall be understood that the "direction", "requirement", "order", "designation", or "prescription" of the

Contracting Officer is intended, and similarly the words "approved", "acceptable", "satisfactory", or words of like import shall mean "approved by" or "acceptable to" or "satisfactory to" the Contracting Officer unless otherwise expressly stated.

b. Where "as shown", "as indicated", "as detailed", or words of like import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word

"provided" as used herein shall be understood to mean "provided complete in place", that is, "furnished and installed". (FAR 52.236.21(b) and (c)).

c. Wherever in these specifications or upon the drawings, the words

"Contracting Officer" (CO) or "Contracting Officer's Representative" (COR) are used, it shall be understood to also mean "Government" unless otherwise expressly stated.

d. Wherever in these specifications the acronym "GQAR" is used, it shall be understood to mean "Government Quality Assurance Representative", unless otherwise expressly stated.

e. Wherever in these specifications the word "weekend(s)" is used, it shall be understood to mean "Saturday, Sunday, and Federal Holidays", unless otherwise expressly stated.

f. Whenever in these specifications the word "Project" is used, it shall be understood to mean Tensas Cocodrie Pumping Plant.

1.5 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements", the following shall apply:

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

Not used.

Not used.

-- End of Section --

SECTION 01 22 00

MEASUREMENT AND PAYMENT

The following measurement and payment paragraphs shall constitute full compensation for all work incidental to completion of the work under those terms. In the event any work is required by the specifications sections or by the drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to and included in the contract prices and payments for all items listed in the price schedule. The word "provided" shall be understood to mean "furnished and installed" when used in this section or elsewhere in the technical sections.

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of at least 10% of present contract value will be withheld until the final submittals for Final Operation and Maintenance

Manuals and Parts Catalogs, Final Approved Versions of Contractor Prepared

Drawings and AS-BUILT CONTRACT DRAWINGS AND FIO DRAWINGS have been approved by the Government.

1.2 MEASUREMENT

1.2.1 Unit Definitions

1.2.1.1 Lump Sum (LS)

Items measured as a Lump Sum will be measured for payment as a completed job, in place, in the locations indicated. This measurement includes all incidental work and materials that are necessary to make a complete job.

Unless the payment paragraph makes a specific exception of an item, incidental items will not be measured under another item, even though there is another listing for the work or material.

1.3 PAYMENT

Lump sum payment items for the work of this contract are listed in the BID

SCHEDULE, SECTION 00 41 00, and described in the various sections of these specifications. Payment for all work specified, shown or incidental to complete the work will be made upon completion of the following criteria:

a. All costs for items of work which are not specifically mentioned to be included in a particular lump sum or unit price payment item shall be included in the listed lump sum item cost most closely associated with the work involved.

Payment made for each lump sum item listed shall constitute full compensation for furnishing all; labor, materials, equipment, associated

Contractor Quality Control (CQC), environmental protection, safety requirements, tests, reports, and for performing all work required for which separate payment is not otherwise provided.

The Base Bid Items are as follows:

1.3.1 ITEM 0001 Mobilization And Demobilization

Measurement: Site Mobilization and Demobilization shall be measured as lump sum item for costs associated with mobilization and demobilization.

These costs shall include but are not limited to; labor, material and equipment required for mobilizing and demobilizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site and includes all options exercised by the Government.

Payment: Payment for Mobilization and Demobilization will be made at the contract lump sum price. The payment shall be divided 60% for mobilization and 40% for demobilization.

a. Mobilization shall be considered complete after all of the Contractor's equipment and site personnel have arrived and equipment has been set up to accomplish the work.

b. Site demobilization will be considered complete when the Contractor has removed all construction equipment and personnel, cleaned the area, and restored the work area to "as-found" pre-contract conditions, unless otherwise approved.

This Line item applies to the Prime Contractor and all subcontractors unless noted otherwise. The Contractor shall be required to submit a schedule of mobilization and demobilization costs prior to submitting the first request for payment.

1.3.2 ITEM 0002 Replace Existing 5kV Switchgear

Payment for Bid Item 0002 will be made at the lump sum price. Replacement shall include labor, material and equipment required to; remove and dispose of the existing 5kV switchgear, remove and dispose existing cables and conductors originating from the 5kV switchgear to the first point of termination and, furnish, install, and commission the new 5kV switchgear and install new cables and conductors.

1.3.3 ITEM 0003 Replace Existing 480V Switchgear And Transformers Payment for Bid Item 0003 will be made at the lump sum price. Payment shall include labor, material and equipment required to; remove and dispose of the existing 480V switchgear and transformers, remove and dispose of all existing cables and conductors originating from the 480V, and furnish, install, and commission the new 480V switchgear and transformers, and install new cables and conductors.

PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not

Applicable)

SECTION TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS SECTION 01 30

OPERATIONS AND MAINTENANCE DATA

1.1 GENERAL INFORMATION

1.2 SUBMITTALS PART 2 - PRODUCTS

2.1 BINDER REQUIREMENTS PART 3 - EXECUTION

3.1 SPECIFIC REQUIREMENTS

3.2 PARTS CATALOGS

3.3 OPERATIONS DATA

3.4 MAINTENANCE DATA

3.5 PREVENTIVE MAINTENANCE CHARTS

3.6 FAILURE TO SUBMIT OPERATIONS AND MAINTENANCE DATA

3.7 PAYMENT

SECTION 01 30 60 OPERATIONS AND MAINTENANCE DATA

Instructions shall be prepared and assembled into a manual for all equipment furnished. The manual shall cover operation, maintenance, dismantling, assembling, adjusting, start-up and shutdown, and identification of all parts for replacements. Each system or piece of equipment shall be covered in a single manual regardless of the number of suppliers or subcontractors involved. Data submitted for the manual is in addition to that furnished as shop drawings. Three copies of above data for each electrical, mechanical, and electromechanical system or equipment shall be submitted at least 30 days prior to scheduled testing. The

Government will return one copy if "Approved" or "Returned for Correction"

(Action Codes A or C). If "Returned for Correction" the corrected manual shall be resubmitted with two sets of additional data for the manuals retained by the Government within 30 days of the date the prior submittal was returned. Subsequent to approval, five additional copies identical to the "Approved" copy shall be submitted within 30 days of approval, for a total of eight copies.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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-10 Operation and Maintenance Data Operation and Maintenance Manual; G, HDC

PART 2 - PRODUCTS

2.1 BINDER REQUIREMENTS

Data for equipment shall be assembled in a binder for 8 1/2- by 11-inch sheets. Binders shall be side binding, telescoping post, expandable back, and shall have a supported vinyl cover with a stiff binder board for 8-

1/2- by 11-inch sheets. Ring type loose leaf binders will not be acceptable. Any drawings bound with the material shall be no greater than

11- by 17- inch. These shall be folded and bound for easy unfolding after being inserted in the binders. A title on the cover shall show the project name, equipment or system, contract, and bid item numbers.

PART 3 - EXECUTION

3.1 SPECIFIC REQUIREMENTS

Shop assembly or special drawings for manuals or parts catalogs shall be of a size that requires folding only in left to right coordinate. A permanent reproducible, conforming to SECTION 01 33 00, shall be furnished for all drawings. This reproducible shall be in addition to the five copies specified. Each sheet shall be numbered and an index shall be provided. All standard catalog cuts, manufacturer's data, parts sheets, or illustrations shall be originals. One copy of such manual shall contain all original copies. Non-permanent copies are not acceptable. All non-applicable data such as description of other models, optional equipment not included, etc. shall be marked out. If reference is made to other drawings or data they shall be included. The manual shall list equipment covered; the manufacturer; and name, address, and telephone number of the local representative.

3.2 PARTS CATALOGS

Parts catalogs shall include identification, nomenclature, part numbers, required parts, recommended spare parts stocked, and spare parts supplied.

Data shall match equipment furnished. The listings of spare parts supplied shall include ordering information and unit prices current at the time of equipment delivery. Standard catalog data will not be acceptable unless irrelevant parts are marked out and relevant parts are clearly identified.

A cross reference between items described in catalogs and instructions and drawings shall be provided to facilitate ease in location of parts described.

3.3 OPERATIONS DATA

Operations data in the Operation and Maintenance Manual shall include operating instructions, procedures, sequences, and precautions; and description of parts. Subcontractors, suppliers, and manufacturers shall be coordinated to assure complete submittals on interrelated components.

Instructions shall be included for all systems designed or furnished.

3.4 MAINTENANCE DATA

Maintenance data in the Operation and Maintenance Manual shall include instructions for lubrication, dismantling, assembly, repair and adjustment; parts catalogs; electric schematic and connection diagrams;

hydraulic circuit diagrams with control and relief valve settings; control and interlock system diagrams; and lists of special tools required.

Lubrication instructions shall be for service intended and shall include tables indicating items, frequencies, grades, and types of lubricants to be used in accordance with AGMA, NLGI, SAE, and Federal or Military

Specifications as applicable. Instructions for dismantling, assembling, repairing, testing, and adjusting shall include recommended clearances, bolt torques, temperature and pressure setting, voltages, currents and any other items needed for maintenance of the equipment. The troubleshooting procedures for the electrical equipment shall include step by step diagnostic procedures (both a written description and a flow chart type or arrangement) for each function performed. A material safety data sheet, as well as any special safety precautions unique to the equipment furnished, shall be included. Instructions shall include clearances, bolt torques, pressure settings, and other data.

3.5 PREVENTIVE MAINTENANCE CHARTS

Preventive maintenance (PM) charts shall be developed and provided in the

Operation and Maintenance Manual. These charts shall be inserted in an appendix at the end of the manual. This appendix shall be for PM charts only. Preventive Maintenance shall include inspection, testing, cleaning, replacement, and all routine maintenance work. These charts shall include the following:

(1) Subject. A clear and descriptive name for the equipment requiring PM shall be given. References to shop drawings and catalog cuts shall be provided in a clear manner. "Checkpoints" shall be defined for each piece of equipment.

(2) Procedure. A detailed procedural description of the method in which to perform PM shall be provided for all equipment requiring PM work. Safety precautions shall be provided. Descriptions of "checkpoints" shall be provided.

(3) Dates/Number of Operations. The PM charts shall include recommended PM based dates for a period of ten years following completion of the contract, including recommended PM based on the number of circuit breaker operations. The PM procedures shall be defined as being required daily, weekly, monthly, quarterly, semiannually, annually, or after a prescribed number of operations.

3.6 FAILURE TO SUBMIT OPERATIONS AND MAINTENANCE DATA

Where operations and maintenance (O&M) data are required, failure to furnish the data is justification to hold or adjust the retained percentage. Final payment will not be made until all eight copies of the

O&M manuals have been accepted. Moreover, failure to provide O&M Manuals as required in this section will result in a final unsatisfactory overall performance rating, despite the nature of all other ratings.

3.7 PAYMENT

Separate payment will not be made for compliance with this section. All costs for Operations and Maintenance Data are to be included in the contract prices of the various items. The Operations and Maintenance Data will be jointly inspected for accuracy and completeness by a GQAR and a responsible representative of the Contractor prior to submission.

SECTION TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS SECTION 01 30

70 AS-CONSTRUCTED DRAWINGS

1.2 CADD STANDARDS

1.3 SUBMITTALS

1.4 PRELIMINARY AS-CONSTRUCTED DRAWINGS

1.4.1 General

1.4.2 Requirements

1.4.3 Review and Approval

1.5 FINAL AS-CONSTRUCTED DRAWINGS

1.5.1 Paper Copies

1.5.2 Electronic Copies

1.5.3 Drafting Standards

1.6 PAYMENT BASIS FOR AS-CONSTRUCTED DRAWINGS PART 2 PRODUCTS - NOT

USED

PART 3 EXECUTION - NOT USED

SECTION 01 30 70

AS-CONSTRUCTED DRAWINGS

The as-constructed drawings shall be an accurate Contractor-record of the construction as installed and completed. This record shall be kept current by recording, on a copy of the design drawings, as they occur, all deviations, modifications, or changes from those drawings, however minor, which were incorporated in the final work. All as-constructed details or features shown on the design drawings shall be added in red. These marked up drawings and any additional drawings or sketches which may be required to thoroughly describe all deviations or additions to the design drawings shall be used by the Contractor to revise a copy of original Computer-

Aided Drafting and Design (CADD) drawings. All Contractor produced design drawings shall be CADD generated.

1.2 CADD STANDARDS

A copy of the CADD standards is available upon request.

1.3 SUBMITTALS

A copy of all as-constructed drawing electronic files with a half-size paper set with as-constructed changes highlighted or redlined shall be submitted within 30 calendar days of completion of work. Electronic CADD files shall be in current MicroStation (version 8 or newer) format and submitted on CD-ROMs. All paper and electronic copies of the as-constructed drawings shall become the property of the Government upon final approval. Upon final approval of the electronic files a completed unmarked paper set of full-size drawings per SECTION 01 33 00, SUBMITTAL

PROCEDURES, subparagraph Drawings, shall be submitted within 30 days.

SD-10 Operation and Maintenance Data Preliminary As-Constructed Drawings;

G, HDC Final As-Constructed Drawings; G, HDC

1.4 PRELIMINARY AS-CONSTRUCTED DRAWINGS

1.4.1 General

One set of contract size paper prints or full-size prints per SECTION

01 33 00, SUBMITTAL PROCEDURES, subparagraph Drawings, shall be marked up to show the as constructed conditions. These as-constructed marked prints shall be kept current and available on the job site at all times. All changes from the contract drawings that are made in the work or additional information that might be uncovered in the course of construction shall be accurately and neatly recorded, as they occur, by means of details and notes.

1.4.2 Requirements

The Contractor is responsible for maintaining as-builts of all contractor generated shop drawings. At a minimum, show the following information on the as-built drawings:

a. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the

Contractor including, but not limited to fabrication, erection, installation plans and placing details, etc.

b. Changes in shop drawings.

1.4.3 Review and Approval

The preliminary as-constructed marked prints shall be delivered at the time of final inspection for review and approval. Upon review, the preliminary as-constructed marked prints will be returned to the

Contractor.

1.5 FINAL AS-CONSTRUCTED DRAWINGS

1.5.1 Paper Copies

A complete set of paper copies of the as-constructed drawings, printed as standard full-size drawings, per SECTION 01 33 00, SUBMITTAL PROCEDURES, subparagraph Drawings, shall be submitted.

1.5.2 Electronic Copies

A complete set of computerized drawing files shall be submitted. These design drawings shall be fully compatible with the Vicksburg District

Computer-Aided Design System. Additionally, all shop drawings shall be published to Adobe PDF and included in the as-constructed drawing package.

All computerized drawing files shall be submitted in MicroStation file format in the same model and sheet space as the design drawings. If the drawing files are to be created in other than MicroStation (versions 8 or newer), then the proposed CADD software and the conversion software shall be submitted for approval. All conversions shall be made prior to delivery. The Government will furnish the cell and font libraries and the standard border for use in preparing the drawings. Electronic copies of existing design drawings contained in this contract will be made available to the Contractor. As-constructed changes shall be made to these

Government furnished drawings.

1.5.3 Drafting Standards

a. General Drafting Standards. The drafting standards used in the provided

CADD electronic files shall be conformed to. Upon request, the Government will provide documentation and specific drafting requirements.

b. As-Constructed Drafting Standards:

(1) All record of revisions shall remain in the title block; revision triangles are to be removed from the rest of the drawings.

(2) Add the final revision notation to the title block of "As constructed" or "Revised as constructed."

(3) Add as-constructed block to all drawings with information complete.

1.6 PAYMENT BASIS FOR AS-CONSTRUCTED DRAWINGS

Separate payment will not be made for compliance with this section. All costs for as-constructed drawings are to be included in the contract prices of the various items. The as-constructed marked prints will be jointly inspected for accuracy and completeness by a GQAR and a responsible representative of the Contractor prior to submission of the monthly pay estimate. Failure to keep the as-constructed marked prints on a current basis shall be sufficient justification to withhold a percentage of the monthly pay estimate. Final payment will not be made until the final as constructed drawings have been accepted. Moreover, failure to provide as-constructed drawings as required in this section will result in a final unsatisfactory overall performance rating, despite the nature of all other ratings.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION TABLE OF CONTENTS DIVISION 03 - CONCRETE SECTION 03 60 00.00

CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND EQUIPMENT

FOUNDATIONS

1.2 REFERENCES

1.3 SUBMITTALS

1.4 CONCRETE REMOVAL LOCATIONS PART 2 PRODUCTS

2.1 NON-SHRINK GROUT

2.2 EPOXY ADHESIVE GROUT

2.3 READY-MIX CONCRETE

2.4 REINFORCING STEEL

2.5 FIRESTOPPING MATERIALS

2.5.1 Fire Hazard Classification

2.5.2 Toxicity

2.5.3 Fire Resistance Rating

2.5.3.1 Through-Penetrations

2.6 GROUT FOR UNCONFINED CONCRETE REPAIR PART 3 EXECUTION

3.1 GENERAL SAFETY

3.1.1 General

3.1.2 Electrical Hazards

3.2 GAS, VAPOR, FUME, DUST, SLURRY AND MIST CONTROL IN PUMPHOUSE

3.3 TEMPORARY BARRIER

3.4 REMOVAL METHOD

3.4.1 General

3.4.2 Recommended Procedure

3.4.3 Saw Cutting

3.4.4 Core Drilling

3.4.5 Chipping

3.4.6 Existing Concrete Strength

3.4.7 Existing Embedded Items

3.4.8 Research of Embedded Items and Concrete Imaging

3.4.9 Concrete Cutting Tolerances

3.4.10 Quality Control

3.4.11 Disposal Of Waste Water And Concrete Debris

3.4.12 Repair Of Concrete Surfaces

3.5 EQUIPMENT FOUDATIONS

3.5.1 Steel Channel Foundations

3.5.2 Concrete Anchorage

SECTION 03 60 00.00

CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND EQUIPMENT

FOUNDATIONS

The work covered by this Section consists of furnishing all material, labor, and equipment, and performing all work for the removal of concrete from the pumphouse, the restoration of the concrete surfaces to the required lines and grades, and placement of equipment foundations in locations required. The Contractor is required to provide protection from concrete dust and water damage to existing and new equipment. Take effective measures to control gas, vapor, fumes, dust, slurry and mist during concrete removal operations. Accomplish work described in this

Section in accordance with and under limitations stated in Sections

26 13 13.00 26 METAL-CLAD SWITCHGEAR and 23 10.10 26 480 VOLT SWITCHGEAR

AND TRANSFORMERS.

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 318(2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural

Concrete (ACI 318-14) and Commentary (ACI 318R-14)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual ASTM INTERNATIONAL

(ASTM) ASTM A1064/A1064M (2017) Standard Specification for Carbon-

Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain

Carbon-Steel Bars for Concrete Reinforcement

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C882/C882M (2013a) Bond Strength of Epoxy-Resin Systems Used with

Concrete by Slant Shear

ASTM C928/C928M (2013) Packaged, Dry, Rapid-Hardening Cementitious

Materials for Concrete Repairs

ASTM C579 (2001; R 2012) Compressive Strength of Chemical-Resistant

Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

ASTM C881/C881M (2015) Standard Specification for Epoxy-Resin-Base

Bonding Systems for Concrete

ASTM C94/C94M (2017a) Standard Specification for Ready-Mixed Concrete

ASTM E814 (2013a; R 2017) Standard Test Method for Fire Tests of

Penetration Firestop Systems

ASTM E84 (2018) Standard Test Method for Surface Burning

Characteristics of Building Materials

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 1926 Safety and Health Regulations for Construction

UNDERWRITERS LABORATORIES (UL)

UL 1479 (2015) Fire Tests of Through-Penetration Firestops

UL 723 (2008; Reprint Dec 2017) Test for Surface Burning

Characteristics of Building Materials

UL Fire Resistance (2012) Fire Resistance Directory INTERNATIONAL CODE

COUNCIL (ICC)

ICC IBC (2018) International Building Code FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/ submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Concrete Removal and Disposal Plan; G, HDC Saw Cutting Procedure; G, HDC

Core Drilling Procedure; G, HDC Concrete Imaging Report; G, HDC

Repair Procedure of Concrete Surfaces; G, HDC Firestopping Materials; G, HDCSD-02 Shop Drawings

Steel Channel Foundations; G, HDC

1.4 CONCRETE REMOVAL LOCATIONS

Locations of concrete removal areas are shown on the drawings and as described as follows:

No concrete demolition work is anticipated on this project, excluding concrete anchor installation.

2.1 NON-SHRINK GROUT

Provide non-shrink grout which is inorganic, non-metallic, non-gas-liberating cement-based meeting all requirements of

ASTM C1107/C1107M; with a minimum 28-day compressive strength of 5,000 pounds per square inch (psi); and with no shrinkage (0.0 percent) and a maximum 2.0 percent expansion in the hardened state.

2.2 EPOXY ADHESIVE GROUT

Epoxy adhesive grout for use with post installed concrete anchors must be a high strength, two part epoxy adhesive meeting all requirements of

ASTM C881/C881M Type IV, Grade 2 and 3; have a minimum compressive strength of 12,000 psi per ASTM C579; and have a seven day cure bond strength of 1,800 psi per ASTM C882/C882M.

2.3 READY-MIX CONCRETE

Conform to ASTM C94/C94M for ready-mixed concrete. Provide a specified compressive strength f'c of 4,000 psi at 28 days (90 days if pozzolan is used); a maximum nominal size coarse aggregate of 3/4 inch, in accordance with ACI 318; an air content of between 4.5 and 7.5 percent; slump between

2 and 5 inches; a maximum water cement ratio of 0.50.

2.4 REINFORCING STEEL

Conform to the requirements of ASTM A615/A615M, Grade 60 for reinforcing steel bar. Conform to the requirements of ASTM A1064/A1064M for welded steel wire fabric.For details of reinforcement not shown, comply with the requirements of ACI 318, Chapters 7 and 12.

2.5 FIRESTOPPING MATERIALS

Provide firestopping materials, supplied from a single domestic manufacturer, consisting of commercially manufactured, asbestos-free, nontoxic products FM APP GUIDE approved, or UL listed, for use with applicable construction and penetrating items, complying with the following minimum requirements:

2.5.1 Fire Hazard Classification

Material must have a flame spread of 25 or less, and a smoke developed rating of 50 or less, when tested in accordance with ASTM E84 or UL 723.

Material must be an approved firestopping material as listed in

UL Fire Resistance or by a nationally recognized testing laboratory.

2.5.2 Toxicity

Material must be nontoxic and carcinogen free to humans at all stages of application or during fire conditions and must not contain hazardous chemicals or require harmful chemicals to clean material or equipment.

Firestop material must be free from Ethylene Glycol, PCB, MEK, or other types of hazardous chemicals.

2.5.3 Fire Resistance Rating

Firestop systems must be UL Fire Resistance listed or FM APP GUIDE approved with "F" rating at least equal to fire-rating of fire wall or floor in which penetrated openings are to be protected. Where required, firestop systems must also have "T" rating at least equal to the fire-rated floor in which the openings are to be protected.

2.5.3.1 Through-Penetrations

Firestopping materials for through-penetrations must provide "F" and "T" fire resistance ratings in accordance with ASTM E814 or UL 1479. Where the penetrating item is outside of a wall cavity the F rating must be equal to the fire resistance rating of the floor penetrated, and the T rating must be in accordance with the requirements of ICC IBC. Fire resistance ratings must be as follows:

F Rating equals 3 hour T Rating equals 2 hour

2.6 GROUT FOR UNCONFINED CONCRETE REPAIR

Provide commercially available prepackaged grout needing only the addition of water and pea gravel (depending on the size of the repair) and consisting of a commercial formulation suitable for the application proposed and meeting the requirements for ASTM C928/C928M. The use of metallic iron in the grout will not be acceptable.

3.1 GENERAL SAFETY

3.1.1 General

Accomplish all site work in compliance with EM 385-1-1, 29 CFR 1910 and

29 CFR 1926, as applicable.

3.1.2 Electrical Hazards

The work areas may be in proximity of energized electrical equipment.

Formally train and document safety training for all workers required to work in this area. Spray over onto live equipment is hazardous to workers and equipment and is not permitted. Provide Contracting Officer

(CO) with signed safety training sheets documenting worker safety training.

3.2 GAS, VAPOR, FUME, DUST, SLURRY AND MIST CONTROL IN PUMPHOUSE

Take all necessary measures to effect maximum control of all gases, vapors, fumes, dust, slurry and mists created by Contractor operations under this contract. To the maximum extent possible, remove all dust and dirt by vacuum cleaning and mopping, unless otherwise directed by the CO.

The required dust and debris control measures include but are not limited to the following:

a. Provision of exhaust ducts which discharge outside the pumphouse structure where mechanical ventilation is used. Comply with requirements of 29 CFR 1910.94 and 29 CFR 1926.57 for ventilation systems.

b. Controlled operation of power-driven tools.

c. Providing and removal of approved dust preventatives in areas that cannot be properly rendered free from excessive dusting by vacuum cleaning and mopping or other methods.

d. Vacuum cleaning and mopping (or other acceptable method) of spaces within the pumphouse where dust accumulates.

e. Only air, electrical, propane, or battery-driven equipment may be used inside the pumphouse.

f. Keep all doors closed when not in use.

g. Do not block doors for extended periods unless agreed upon in writing by the CO.

h. Methods to prevent exposure of employees to inhalation, ingestion, skin absorption, or contact with any material or substance at concentrations above those specified in 29 CFR 1910.1000, 29 CFR 1926.55 and 29 CFR

1926.58.

3.3 TEMPORARY BARRIER

Construct temporary barriers for the control of dust and debris as required by the CO. Submit the design of the barriers for approval, as part of the Concrete Removal and Disposal Plan.

3.4 REMOVAL METHOD

No concrete demolition work is anticipated on this project, excluding concrete anchor installation.

3.4.1 General

If concrete demolition work is performed, submit a written Concrete

Removal and Disposal Plan showing equipment to be used, expected noise levels and duration. Submit concrete removal and disposal plan for approval within 60 calendar days after receiving Notice to Proceed. Do not commence any concrete removal without CO approval. All concrete removed is the property of the Contractor and is required to be disposed of in accordance with applicable regulations. Remove concrete in a manner that will not fracture the surrounding concrete. Maintain a safety ground from the pumphouse ground system to the frame of the concrete cutting tool during cutting operations to avoid electrical shock hazards.

Reinforced concrete removal is required to result in flush, level smooth surface at the lines and grades shown on the drawings. Take care not to damage reinforcing bar in the existing concrete. Explosive or chemical demolition will not be allowed. Provide adequate equipment to remove the pieces of concrete safely and without damage to the surrounding structure. Confine slurry or tailings generated from sawing or drilling operations to the immediate area, and dispose of by vacuuming and mopping. Prevent damage to ground wires and electrical conduit.

If during any cutting or core drilling activity copper tailings are produced, report such findings in writing to the GQAR. Implement additional dust control measures per paragraph GAS, VAPOR, FUME, DUST, SLURRY AND MIST CONTROL IN PUMPHOUSE for work inside the pumphouse.

3.4.2 Recommended Procedure

Saw cutting, core-drilling, wire cutting or any combination thereof is the recommended method for the concrete removal to be done as part of this contract. In addition to cutting, chipping or grinding may be used to bring the concrete profile to the final finished grade. When the portion of concrete to be removed is of such a magnitude that it cannot be extracted in a single piece, perform additional cutting to allow the concrete to be removed in several convenient sized sections.

3.4.3 Saw Cutting

Prior to saw cutting, research the area to avoid and identify existing embedded reinforcing, ground wires, conduit, piping and raceways.

Securely ground all saw cutting equipment during cutting operations to avoid electrical shock hazards. Submit Saw Cutting Procedure 60 days prior to commencement of saw cutting work for approval; submit together with Concrete Imaging Report. Do not commence any saw cutting without an approved Saw Cutting Procedure and CO approval. No saw cutting is permitted without COR approval. Perform saw cutting at the locations shown on the contract drawings. Use a diamond-bladed saw to make the saw cuts.

Saw cuts must be straight and uniform.

3.4.4 Core Drilling

Prior to core drilling, research the area to avoid and identify existing embedded reinforcing, ground wires, conduit, piping and raceways. Refer to reference drawings to assure drill patterns are likely to miss existing reinforcing, ground wires and conduit. Adjust the drill pattern to miss embedded obstructions. Securely ground all core drilling equipment during cutting operations to avoid electrical shock hazards. Submit Core

Drilling Procedure 60 days prior to commencement of core drilling work for approval; submit together with Concrete Imaging Report. No core drilling is permitted without COR approval.

3.4.5 Chipping

When required, bring concrete removed by saw cutting, core drilling, or stitch drilling to the final required lines and grades by using lightweight chipping hammers, bush hammers, grinding or other approved means.

Perform chipping operations such that the over breakage does not exceed 2 inches or extend below the existing grade.

3.4.6 Existing Concrete Strength

The existing concrete to be removed may be expected to range in strength from about 3,000 to over 6,000 psi. The nominal aggregate size of the concrete is unknown. Zones of honeycomb concrete may also be encountered during the drilling process.

3.4.7 Existing Embedded Items

Embedded items in the path of the concrete cutting or drilling operations may include, but are not limited to:

a. Reinforcing steel and minor embedded steel at various distances from the concrete faces.

b. Steel anchors and form tie backs used in placement of the existing concrete. The number and kind are unknown.

c. Electrical conduit.

d. Ground wires.

3.4.8 Research of Embedded Items and Concrete Imaging

Prior to concrete demolition, research the area to avoid and identify existing embedded reinforcing, ground wires, conduit, piping and raceways.

Refer to as-constructed reference drawings to assure drill patterns are likely to miss existing reinforcing, ground wires and conduit. Research of the area may include concrete imaging techniques such as radiographic imaging, ground penetrating radar, or electromagnetic field detection.

Submit a Concrete Imaging Report for approval 60 days prior to commencement of core drilling work; submit with Core Drilling Procedure, Saw Cutting Procedure, and Concrete Removal and Disposal Plan. The

Concrete Imaging Report must describe the findings, locating the embedded items, and showing the proposed concrete to be removed on a dimensioned concrete outline drawing of the area. Adjust drill pattern for coring and for anchor installation to miss embedded items and obstructions.

3.4.9 Concrete Cutting Tolerances

a. Accurately locate the concrete cut through the existing concrete.

Locate wire or saw cuts within 1/8-inch of plan dimensions.

b. Accurately locate and drill the core drill holes through existing concrete. Minimize the drill wobble during the drilling operation to assure a true and straight hole meeting specified tolerances.

3.4.10 Quality Control

Establish and maintain a quality control system for the concrete cutting operation. Use a system sufficient to maintain tolerances such that the final concrete cutting conforms to the tolerances outlined in this section of the specifications. The Government reserves the right to inspect this control system to determine if the tolerances are being adhered to, and direct the Contractor to correct and repair any deviations from these tolerances.

3.4.11 Disposal Of Waste Water And Concrete Debris

Use a method in disposing of waste water employed in cutting, washing, and rinsing of concrete surfaces that does not stain, discolor, or affect exposed surfaces of the structure and does not allow waste water to enter the river or reservoir. As some Project drains lead to the river, do not dispose of waste water in Government drains. Dispose waste water as per the written Concrete Removal Plan. Do not allow debris to enter the river or reservoir and include methods to prevent this in the written

Concrete Removal Plan.

3.4.12 Repair Of Concrete Surfaces

Restore concrete surfaces to the required lines and grades shown using a

Government approved method. Submit Repair Procedure of Concrete Surfaces for approval 30 calendar days prior to performing repair.