W91QF4-17-B-0001_Installation_Concrete_Requirements.pdf

0010863793

The Government requires performance of w ork described in these documents:

1. This Solicitation is 100% Set Aside for Woman Ow ned Small Business.

2. Section H, Contains: Required Bid Guarantees, Performance and Payment Bonds for this project.

3. The Magnitude of Construction is Betw een $5,000,000.00 and $10,000,000.00.

NOTICE: Bidders are responsible to routinely check referenced w ebsites in accordance w ith (IAW) FAR Part 52.252-1. All Bidders must adhere to FAR Part 52.214-3 for Amendments to the solicitation and to acknow ledge amendments. Failure to properly acknow ledge amendments prior to hour and date specif ied for receipts of bids w ill result in bid rejection.

X

ALPHONSO BARNES JR 913-684-1643

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

11-Jan-2017

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________14 Feb 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

MICC FORT LEAVENWORTH

535 KEARNY AVE.

BLDG 338

FORT LEAVENWORTH KS 66027

W91QF4

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

913-684-1610FAX:TEL: 913-684-1614 TEL: FAX:

W91QF4-17-B-0001 68

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W91QF4-17-B-0001

Section A - Solicitation/Contract Form

BID NOTES:

Award will be made to a single offeror. OFFERORS SHALL INCLUDE UNIT PRICES FOR EACH BID SHEET LINE ITEM. FAILURE TO INCLUDE UNIT PRICES FOR EACH LINE ITEM WILL BE CAUSE

FOR REJECTION OF THE ENTIRE PROPOSAL.

The word “remove” herein shall be understood to mean “remove and dispose of in a lawful manner off the installation”.

The word “provide” herein shall be understood to mean “furnish and install”.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 100 Job Concrete Requirement - Base Year (A)

FFP

Contract to repair concrete and all miscellaneous concrete requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Price proposals will be in accordance with instructions in the SOW for the base year and all Government exercised option years. Funds will be placed on Task Orders as appropriated.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010863793

ESTIMATED

NET AMT

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 100 Job Bond Concrete - Base Year (A)

FFP

REF Section H.4 for Bond Requirements

USE BID SHEET

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 100 Job Concrete Requirement - Base Year (B)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 100 Job Bond Concrete - Base Year (B)

FFP

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 100 Job Concrete Requirement - Base Year (C)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 100 Job Bond Concrete - Base Year (C)

FFP

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 100 Job Concrete Requirement - Base Year (D)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 100 Job Bond Concrete - Base Year (D)

FFP

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 100 Job Concrete Requirement - Base Year (E)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 100 Job Bond Concrete - Base Year (E)

FFP

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0011 100 Job ECMRA - Base Year

FFP

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/, and then click on “Department of the Army CMRA" icon. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk by clicking on “Send an email” which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component’s CMR website”.

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 100 Job OPTION Concrete Requirement - Option Yr #1 (A)

FFP

Contract to repair concrete and all miscellaneous concrete requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Price proposals will be in accordance with instructions in the SOW for the base year and all Government exercised option years. Funds will be placed on Task Orders as appropriated.

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 100 Job OPTION Bond Concrete - Option Yr #1 (A)

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 100 Job OPTION Concrete Requirement - Option Yr #1 (B)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and Bid Sheet.

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 100 Job OPTION Bond Concrete - Option Yr #1 (B)

FFP

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 100 Job OPTION Concrete Requirement - Option Yr #1 (C)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 100 Job OPTION Bond Concrete - Option Yr #1 (C)

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 100 Job OPTION Concrete Requirement - Option Yr #1 (D)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 100 Job OPTION Bond Concrete - Option Yr #1 (D)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1009 100 Job OPTION Concrete Requirement - Option Yr #1 (E)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

UNIT UNIT PRICE ESTIMATED AMOUNT

1010 100 Job OPTION Bond Concrete - Option Yr #1 (E)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

1011 100 Job OPTION ECMRA - Option Yr #1

FFP

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/, and then click on “Department of the Army CMRA" icon. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk by clicking on “Send an email” which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component’s CMR website”.

UNIT UNIT PRICE ESTIMATED AMOUNT

2001 100 Job OPTION Concrete Requirement - Option Yr #2 (A)

FFP

Contract to repair concrete and all miscellaneous concrete requirements to include new work post wide. The work will be performed in accordance with the Statement of Work and all specifications. Price proposals will be in accordance with instructions in the SOW for the base year and all Government exercised option years. Funds will be placed on Task Orders as appropriated.

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2002 100 Job OPTION Bond Concrete - Option Yr #2 (A)

FFP

REF Section H.4 for Bond Requirements

UNIT UNIT PRICE ESTIMATED AMOUNT

2003 100 Job OPTION Concrete Requirement - Option Yr #2 (B)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2004 100 Job OPTION Bond Concrete - Option Yr #2 (B)

UNIT UNIT PRICE ESTIMATED AMOUNT

2005 100 Job OPTION Concrete Requirement - Option Yr #2 (C)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

UNIT UNIT PRICE ESTIMATED AMOUNT

2006 100 Job OPTION Bond Concrete - Option Yr #2 (C)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2007 100 Job OPTION Concrete Requirement - Option Yr #2 (D)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

UNIT UNIT PRICE ESTIMATED AMOUNT

2008 100 Job OPTION Bond Concrete - Option Yr #2 (D)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2009 100 Job OPTION Concrete Requirement - Option Yr #2 (E)

FFP

All miscellaneous concrete work in accordance with the Statement of Work and

UNIT UNIT PRICE ESTIMATED AMOUNT

2010 100 Job OPTION Bond Concrete - Option Yr #2 (E)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

2011 100 Job OPTION ECMRA - Option Yr #2

FFP

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/, and then click on “Department of the Army CMRA" icon. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk by clicking on “Send an email” which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component’s CMR website”.

Section C - Descriptions and Specifications

SOW

STATEMENT OF WORK

FOR

CONCRETE REQUIREMENTS REPAIRS AND MISCELLANEOUS

CONSTRUCTION AND REPAIRS

PROJECT # C 0001401

FORT LEAVENWORTH, KANSAS

SW-1 DESCRIPTION OF WORK

1) Work to be completed: The work to be done consists of furnishing all plant, labor, equipment, and materials as well as performing all work in strict accordance with the drawings and specifications for Concrete Requirement Repair and Miscellaneous Repair to OMA Buildings, at Fort Leavenworth, Kansas. All work performed by the Contractor shall result in a complete and functional system.

2) Information to Bidders:

a) Bidder’s Price.

i) The Bidder’s set the price for each line item to be done.

ii) The Bidder shall develop a price for each line item after considering all the costs (direct and indirect) of providing the service required by the line item and any loss or profit to be made on providing the service. A nonexclusive list of elements to be considered in developing the coefficient follows:

(1) Cost of required materials

(2) Cost of direct and indirect labor – Department of Labor (www.wdol.gov)

(3) Contractor’s overhead and profit

(4) Subcontractor’s overhead and profit

(5) Insurance

(6) Employee payroll taxes, insurance and fringe benefits

(7) Business taxes, contributions, memberships, corporate headquarters support (legal, financial, etc.)

(8) All waste and excess material

(9) Equipment costs

(10) Testing

(11) Clean up

(12) Haul-off of non-hazardous waste material from job site to an authorized waste depository.

(13) Mobilization and close out for the total contract and each task order

(14) Compliance with environmental laws (overhead {indirect} costs associated with performing work in compliance with EPA/OSHA regulations, including obtaining any necessary licenses and permits, reporting requirements, etc.)

(15) Compliance with protection and safety laws (i.e., safety rails, face and clothing protection, etc.)

(16) Traffic and work site signs and barriers

(17) Project management and supervision

(18) Protection of and/or moving of government property

(19) Quality control

(20) Office management and equipment

(21) Depreciation of mobile office(s)

(22) Interest associated with funding of equipment and payroll

(23) Submittal preparation

(24) Permits, licenses and fees

(25) Other risks of doing business (i.e., risk of inflation cost if factors are bid for option years; risk of poor subcontractor performance and re-performance)

iii) Bidder’s Prices. As part of its bid, the Bidder may adjust his option year prices for each line item to account for projected increases or decreases in the price elements set out above.

b) Task Orders (TO).

i) Each Task Order (TO) will be issued for one or more buildings.

ii) Procedures

(1) The Contractor will be notified of a pending Task Order via e-mail.

(2) After notification of a pending Task Order(s), the Contractor will have 2 working days to conduct a site visit with the Government Representative, for the purpose of defining the line items and quantities of line items to be used.

(3) The Contractor and Government Representative shall negotiate and agree upon all the line items and quantities to be used for each Task Order, and fill out and sign the “Project Task Order Reconciliation Form”, TF-1. A sample of the form is located at the end of the SOW.

(4) The “Project Task Order Reconciliation Form” TF-1 will be part of the contractual Task Order and shall be binding to both parties once task order is issued.

(5) The Contracting Officer may issue a binding task order even though agreement is not reached.

(6) Initial notification of a pending task order, a site visit, and/or negotiation and agreement on the price of a task order do not bind or otherwise require the Government to issue a task order or orders. The Contractor is not entitled to a separate compensation for the costs incurred as a result of task orders that are not issued by the Government.

iii) Once the TO has been issued, the line item quantities shall not be modified if the actual quantities are within + 10% of the quantity stated in the task order except for unforeseen site conditions or changes modifying the original requirement of the task order.

SW-2 PRINCIPAL FEATURES. The project is to repair and install new concrete items and other miscellaneous items throughout Fort Leavenworth, Kansas, but not limited to:

1) Concrete items: Replace or install new concrete pads, stairs with hand rails, elevated slabs, curb and gutter, sidewalk, handicap ramps, retaining walls and other concrete items.

2) Miscellaneous metal items: Install 6’ high chain link fencing, metal handrail.

3) Pavement items: Replace and install new concrete pavements.

4) Replace Storm Sewer Items: Install reinforced concrete pipe of various sizes, install corrugated HDPE pipe of various sizes. Install concrete storm inlets.

5) Earthwork, excavation, dirt spoils or fill, fine grading, clear cutting of trees, erosion control.

6) Miscellaneous Items: Install slurry seal on asphalt, crack repair on concrete and asphalt pavements, and pavement striping. Storm sewer pipe cleaning. Core drilling or test pit and evaluation of road pavements.

7) Miscellaneous Repair Items: Repoint brick, replace damaged brick to match existing, replace masonry control joints. Raise manholes.

SW-3 APPROVAL OF MATERIALS AND EQUIPMENT

a. Material submittals to be utilized for each line item and the Site Specific Safety Plan Submittal shall be submitted to the Contracting Officer not later than ten (10) business days after contract award via e-mail at:

usarmy.leavenworth.acc-micc.mbx.construction@mail.mil

b. Submittal procedures are contained in Section 013300, SUBMITTAL PROCEDURES. Specific submittal requirements are contained in each section of the technical specifications. Submittals required by the CONTRACT CLAUSES and other non-technical parts of the contract are not included in this section.

The

SD-01 Preconstruction Submittals

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract.

Schedules or 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, submitted prior to contract notice to proceed or next major phase of construction.

SECTION: 01 33 00 SUBPART: 1.3 SECTION: 01 57 20.00 10 SUBPART: 1.6

SECTION: 04 01 00.91 SUBPART: 1.5 SECTION: 31 00 00 SUBPART: 1.6

SECTION: 31 23 00.00 20 SUBPART: 1.3

SD-02 Shop Drawings

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

SECTION: 02 32 00 SUBPART: 1.4 SECTION: 03 30 00 SUBPART: 1.3

SECTION: 04 01 00.91 SUBPART: 1.5 SECTION: 05 52 00 SUBPART: 1.3

SECTION: 31 32 11 SUBPART: 1.3 SECTION: 32 31 13 SUBPART: 1.2

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.

SECTION: 03 30 00 SUBPART: 1.3 SECTION: 04 01 00.91 SUBPART: 1.5

SECTION: 05 52 00 SUBPART: 1.3 SECTION: 31 00 00 SUBPART: 1.6

SECTION: 31 05 19 SUBPART: 1.4 SECTION: 31 32 11 SUBPART: 1.3

SECTION: 32 01 13.00 20 SUBPART: 1.3 SECTION: 32 01 17.16 SUBPART: 1.4

SECTION: 32 11 23 SUBPART: 1.5 SECTION: 32 11 29 SUBPART: 1.5

SECTION: 32 12 19 SUBPART: 1.3 SECTION: 32 13 13.06 SUBPART: 1.3

SECTION: 32 13 73 SUBPART: 1.3 SECTION: 32 16 13 SUBPART: 1.5

SECTION: 32 17 24.00 10 SUBPART: 1.4 SECTION: 32 31 13 SUBPART: 1.2

SECTION: 32 92 19 SUBPART: 1.4 SECTION: 33 40 00 SUBPART: 1.3

SD-04 Samples

Fabricated or un-fabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

SECTION: 03 30 00 SUBPART: 1.3 SECTION: 04 01 00.91 SUBPART: 1.5

SECTION: 31 05 19 SUBPART: 1.4 SECTION: 32 01 13.00 20 SUBPART: 1.3

SECTION: 32 13 73 SUBPART: 1.3 SECTION: 32 01 17.16 SUBPART: 1.4

SECTION: 33 40 00 SUBPART: 1.3

SD-05 Design Data

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

SECTION: 03 30 00 SUBPART: 1.3 SECTION: 32 13 13.06 SUBPART: 1.3

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. (Testing must have been within three years of date of contract award for the project.)

SECTION: 01 45 00.00 40 SUBPART: 1.2 SECTION: 03 30 00 SUBPART: 1.3

SECTION: 31 00 00 SUBPART: 1.6 SECTION: 31 23 00.00 20 SUBPART: 1.3

SECTION: 32 01 13.00 20 SUBPART: 1.3 SECTION: 32 01 17.16 SUBPART: 1.4

SECTION: 32 11 23 SUBPART: 1.5 SECTION: 32 11 29 SUBPART: 1.5

SECTION: 32 12 19 SUBPART: 1.3 SECTION: 32 13 13.06 SUBPART: 1.3

SECTION: 32 13 73 SUBPART: 1.3 SECTION: 32 16 13 SUBPART: 1.5

SECTION: 32 92 19 SUBPART: 1.4

SD-07 Certificates

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

SECTION: 01 45 00.00 40 SUBPART: 1.2 SECTION: 02 41 00 SUBPART: 1.5

SECTION: 03 30 00 SUBPART: 1.3 SECTION: 04 01 00.91 SUBPART: 1.5

SECTION: 05 52 00 SUBPART: 1.3 SECTION: 31 00 00 SUBPART: 1.6

SECTION: 31 05 19 SUBPART: 1.4 SECTION: 31 32 11 SUBPART: 1.3

SECTION: 32 11 29 SUBPART: 1.5 SECTION: 32 12 19 SUBPART: 1.3

SECTION: 32 13 13.06 SUBPART: 1.3 SECTION: 32 17 24.00 10 SUBPART: 1.4

SECTION: 32 31 13 SUBPART: 1.2 SECTION: 32 92 19 SUBPART: 1.4

SECTION: 33 40 00 SUBPART: 1.3

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SECTION: 03 30 00 SUBPART: 1.3 SECTION: 05 52 00 SUBPART: 1.3

SECTION: 32 31 13 SUBPART: 1.2 SECTION: 32 92 19 SUBPART: 1.4

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 maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SECTION: 31 32 11 SUBPART: 1.3

SD-11 Closeout Submittals

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

SECTION: 02 41 00 SUBPART: 1.5

Material Safety Data Sheets shall be provided when hazardous chemicals are used.

SW-4 PROJECT INSTRUCTIONS

a. General: The Contractor shall make every effort to avoid damage to buildings and personal and/or private property. When work cannot proceed without damage, it shall be brought to the attention of the Contracting Officer. The Contractor shall restore damaged items and/or real property to include landscaping to its original conditions at no additional cost to the Government. While not required, Contractors are allowed to document the condition of property or land in and around the work area prior to mobilization. Any damage notated prior to the start of work shall be provided to the Contracting Officer or their designated representative.

b. Coordination: Written notification shall be given to the Contracting Officer or their designated representative prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work to include required submittals and bond requirements as applicable.

c. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer. The Contractor shall schedule his/her working hours to coincide with the working hours of the military installation, 7:30am to 4:00pm, a normal 5-day, 40 hour week, Monday through Friday, except legal holidays which include the following –

LEGAL PUBLIC HOLIDAYS

Federal Government holidays are:

New Year’s Day 1st day of January Martin Luther King Jr.'s Birthday 3rd Monday of January Presidents Day 3rd Monday of February Memorial Day last Monday of May Independence Day 4th day of July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11th day of November Thanksgiving Day 4th Thursday of November Christmas Day 25th day of December

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.

a. Sustainable Management of Waste: The contractor shall, at his/her own expense, ensure that 60% by weight of the demolition or deconstruction material or construction waste is diverted from landfill disposal.

This may be accomplished through recycling, reuse of material (such as crushed concrete or asphalt), diversion (material which may be used on a future project) or waste minimization (accurate planning and ordering, proper material storage and handling, right-sizing). A consolidated report outlining the amounts of diverted and disposed waste resulting in the 60% diversion shall be provided to the Directorate of Public Works Environmental Division. The contractor shall use the DEBRIS RECOVERY STATEMENT – Post Demolition/ Construction Form located at the end of this Statement of Work. All waste reduction measures must be in full compliance of federal, state and local regulations and in full compliance with material specifications. All measures involving storage of material on the installation or future use of the material by the installation must be coordinated in advance with the Directorate of Public Works. A Debris Recovery Statement is due to the Contracting Officer or their designated representative once per every 60 days as a combined total for all completed task orders not previously captured in a prior recovery statement.

b. Debris and Rubbish: The contractor shall leave the work site clean and free of debris when the work day ends. The contractor shall dispose of all debris and rubbish in an off-post dump site at no additional cost to the Government. The government landfill, dumpsters, or containers shall not be used for property disposal unless otherwise prior approved by the Contracting Officer or their designated representative. All waste shall be disposed of in accordance with applicable Federal, State, and local laws.

c. Protection of Government Trees: The contractor is required to protect trees on federal property at ALL times at no additional cost to the government. There shall be no addition or removal of soil from within the drip line of all trees that are to remain in a project site. The contractor is NOT to park, stage equipment or material or drive within the drip line of any and all trees on the federal installation. The contractor is required to protect the tree trunks with a fence out at the edge of the drip line. All utilities that have been properly coordinated with the government and are determined to be placed within the drip line of a tree;

shall be bored beneath the roots rather than trenched. Any soil within the drip line which has been compacted must be loosened to a depth of 8 inches so that water and air can penetrate the soil. Tree wells must be built when a new slope will infringe on the drip line of an existing tree from above; conversely, root boxes shall be installed when a new slope will remove soil from below the drip line.

d. Scrap and Salvageable Materials: The Contractor retains right and control of scrap and salvageable material generated from Government owned facilities, by this contract. All Scrap and salvaged material retained by the contractor shall be removed from the Post daily at the Contractor’s expense.

e. Workmanship: All work shall be accomplished by workers skilled in the trade involved. Workmanship shall be equal to the best practices common to the trade, and shall be governed by the International Building Code and Unified Facilities Guide of Specifications (UFGS). All materials, workmanship, methods, and equipment shall be to the complete satisfaction of the Contracting Officer or their designated representative.

f. Payments and Invoicing: Under contract clauses, Payments under the Fixed Price Construction Contracts and Prompt Payment for Construction Contracts, the contractor must submit a “proper” invoice to obtain payment. To prevent errors in preparation of invoices, along with resulting delays in payment, the contractor shall meet with the government’s Construction Representative 7 calendar days prior to submittal of an invoice in order to determine allowable quantities and percentage of completion to be billed on the invoice.

g. As-Built Drawings: Not required unless otherwise specified at the individual task order award.

h. Exceeding Line Item Quantities: Task order total quantities are estimates only; the award of the base contract is a Requirements type contract governed by FAR Subpart 16.503. Any line item where the estimated unit quantities have been exceeded does not constitute a contractor’s right to re-negotiate line item prices.

SW-5 SAFETY REQUIREMENTS

a. All Contractors and their employees working on the confines of the Combined Arms Center and Fort Leavenworth (CAC&FL) will be required to abide by the safety standards outlined in:

(1) The Occupational Safety and Health Standards (29 CFR 1910) - General Industry.

1910.1200 Hazardous Communication

(2) The Occupational Safety and Health Standards (29 CFR 1926) - Construction Industry, to include, but is not limited to the following:

1926.62 Lead

1926.65 Hazardous Waste Operations Emergency Response

1926.451 Scaffolding

1926.500-503 Fall Protection

1926.1101 Asbestos

(3) The American National Standards Institute (ANSI) which applies to the task(s) being performed.

(4) The National Electric Code.

(5) The National Fire Protection Association (NFPA) 101 Life Safety Code.

(6) Department of the Army Regulation 385-10, The Army Safety Program.

(7) Department of the Army Regulation 385-40, Accident Reporting and Records.

(8) The US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

(9) CAC & FT LVN 385-1. CAC Safety Program.

b. Contractors found performing unsafe acts or creating unsafe conditions may be subject to a work stoppage until the deficiencies are corrected. A work stoppage due to unsafe acts or conditions will not constitute an adjustment to the contract.

c. The contractor shall submit a safety plan according to DA PAM 385-10 Chapter 4 Para 4-4 which call for a site specific safety plan with focus on paragraph c. (1) thru (17), d. Contractor disciplinary process, e.

Contracting Officers representative requirements, f. Hazard analysis and g. Hazard analysis briefs by supervision driving tool box meetings and throughout as work progress. The strength of this paragraph is derived by the backing of Federal Acquisition Regulation (FAR) Clause 52.

SW-6 INTERRUPTION OF UTILITY SERVICES

All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer or their designated representative. The Contractor shall notify the Contracting Officer or their designated representative seven (7) days prior to the disruption of utility services. Unanticipated interruptions of utilities will be reported to the Contracting Officer or their designated representative within thirty (30) minutes of occurrence.

a. The Contractor is responsible for checking and locating all the utilities in the field before construction. The cost of all these checks shall be included in each bid item. The Contractor may use utilities locator equipment or may hire a subcontractor to locate all the utilities for him. The Contractor shall furnish all labor, supervision, tools equipment, and transportation as required to locate and mark utilities for the Fort Leavenworth owned utilities excluding fiber/telephone and communications. The Contractor will be given access to the Fort Leavenworth DPW (Directorate of Public Works) utility drawings to aid in locating storm sewer and natural gas. Water lines and Sanitary Sewer line are owned by American Water. Electric power distribution lines are owned by Leavenworth Jefferson Electric Co. The utilities that are of nonconductive construction such as plastic, or Transite and have no tracer wire or other means of applying a signal are to be located from the utility maps. The utilities that are located from maps that appear to be in the vicinity of the excavation are to be hand dug for location purposes. If a line is damaged, that is within 10 feet of that shown on the utility maps; the Contractor will be held responsible for its repair.

b. The Contractor shall contact Kansas One-Call for utility checks for Southern Star Central Gas Pipeline, Sprint, Southwestern Bell, Time Warner Cable, American Water, and Leavenworth Jefferson Electric.

c. The Fort Leavenworth telephone and communication lines are responsibility of the Network Enterprise Center (NEC) and will be located by Fort Leavenworth personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. NEC will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any marked lines during excavation the Contractor shall contact DPW Inspector immediately to determine if the post will repair the line with the Contractor reimbursing the Government for repairs, or if the Contractor will be required to repair the lines.

d. After all utility locations or existence of any utility for the site are completed, the Contractor shall provide a copy of the summary to the Contracting Officer or their designated representative.

SW-7 CONSTRUCTION PROJECT SIGNAGE

Project signage is not required unless otherwise specified at the individual task order level.

SW-8 RATE OF WORK PERFORMANCE

a. Each task order will be negotiated at the time of award, absence of a negotiated completion date, task orders will be issued with a default of a sixty (60) day completion time period.

b. The Contractor is expected to be able to work concurrently on multiple task orders. Unless the task order specifically states otherwise, the Contractor may schedule its workforce to work on as many task orders as feasible and in whatever order or sequence so long as the work is completed and accepted within the performance period specified within the task order.

c. In the event the Contracting Officer or their designated representative revises the priority of task order completion it is the responsibility of the Contractor to request adequate time extensions.

SW-9 TASK ORDER EXAMPLES

TASK ORDER EXAMPLE TO REPAIR CONCRETE SLAB.

1. STATEMENT OF WORK: REPLACE CONCRETE SLAB 30’ BY 20’ BY 4 INCH

2. CACULATE UNITS: 20 X 30 X .333 = 199.8 / 27 = 7.4 CY

3. Line items to use (example only)

0001 Replace Slabs, 7.40 CY x $390.00 (Contractors Price) = $2886.00

SW-10 DESCRIPTION OF WORK ON BID ITEMS:

ITEM NO. DESCRIPTION UNIT

#0001 Replace Slabs.--Remove existing concrete slabs of various thickness, CY including thickened perimeter, and leaving sub-base AB-3 (crushed stone), and construct replacement concrete slabs of various thickness, including thickened perimeter; with #4 rebar 12” O.C. each way, use existing AB-3 with minor additional material, if needed, and minor grading and compaction; complete with required backfill, and patching adjoining pavement.

#0002 New Flat Slabs.--Construct new flat concrete slabs of various CY thickness, including thickened perimeter, with #4 rebar 12” O.C. each way, and 6 inch AB-3 (crushed stone) compacted sub-base, including required excavation; complete with minor grading, required backfilling.

#0003 Replace Curb & Gutter.--Remove existing concrete curb and gutter, LF leaving sub-base AB-3 (crushed stone), and construct new combination concrete curb and gutter using existing AB-3 with minor additional material, if needed, and minor grading and compaction; complete with required backfill, and patching adjoining pavement.

#0004 New Curb & Gutter.--Construct new combination concrete curb and gutter, LF including 6 inch AB-3 (crushed stone) sub-base compacted with required backfill, and patching adjoining pavement.

#0005 Replace Concrete Sidewalk.--Remove existing concrete sidewalk, leaving SY sub-base AB-3 (crushed) stone), and construct new concrete sidewalk with 6 X 6 woven wire fabric using existing AB-3 with minor additional material, if needed, and minor grading and compaction; complete with required backfilling.

#0006 New Concrete Sidewalk.--Construct new concrete sidewalk with 6 X 6 woven SY wire fabric, including 4 inch AB-3 (crushed stone) sub-base, compacted with required backfilling.

#0007 New Elevated Slab—Work for new elevated slab to include shoring, CY Formwork, epoxy coated rebar, 5000PSI concrete, and piers and supports to existing structure.

#0008 Replace Elevated Slab—Work for existing elevated slab to include demolition CY Of existing and its removal off post, shoring, formwork, epoxy coated rebar, 5000PSI concrete, and piers and supports.

#0009 Replace On-Grade Steps.--Remove existing on-grade concrete steps and LF Nose construct new on-grade concrete steps, complete with required backfilling.

#0010 New On-Grade Steps.--Construct new on-grade concrete steps complete with LF Nose required backfilling.

#0011 Replace Above-Grade Steps.—Remove existing above grade concrete steps CY including footing and construct new above grade concrete steps; complete with required tooting, and backfilling.

#0012 New Above-Grade Steps.--Construct new above grade concrete steps; CY complete with required footing, and backfilling.

#0013 Install Tinting in Concrete – Add tinting in various colors to concrete CY #0014 Stamp Pattern in Concrete – Stamp various patterns into fresh concrete SF #0015 Replace Pipe Handrail.--Remove existing pipe handrail and construct new LF

Two pipe handrail; paint with one coat of primer and two coats of exterior enamel.

#0016 New Pipe Handrail.--Construct new two pipe handrail and paint with one LF coat of primer and two coats of exterior enamel.

#0017 Replace Historical Hand rail – Type I #0018 New Handicap Railing see Drawings LF #0019 New Wheelchair Ramp.—Construct new concrete wheelchair ramp 6’ long EA

5’ wide at curb and sidewalk, complete with required tactile warning strip, joints, and backfilling.

#0020 Replace Retaining Wall--Remove existing concrete retaining wall and CY construct new concrete retaining wall, various heights, complete with rebar, excavation, and backfilling.

#0021 New Retaining Wall.--Construct new concrete retaining wall, various heights, CY complete with rebar, excavation, and backfilling.

#0022 Install New Concrete Footers with Rebar—Construct footers with 4000 PSI CY concrete and rebar.

#0023 Flowable Fill Concrete—Place flowable fill concrete 500 PSI CY #0024 Replace Concrete paving—Mill or excavate existing pavement install new CY

4000 PSI concrete includes control and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will match existing or be determined by project engineer. Areas of 1 to 25 cubic yards.

#0025 Replace Concrete paving—Mill or excavate existing pavement install new CY 4000 PSI concrete includes control and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will match existing or be determined by project engineer. Areas of 25 to 100 cubic yards.

#0026 Replace Concrete paving—Mill or excavate existing pavement install new CY 4000 PSI concrete includes control and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will match existing or be determined by project engineer. Areas greater than 100 cubic yards.

#0027 Install New Concrete paving—Install new 4000 PSI concrete includes control CY and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will be determined by project engineer. Areas of 1 to 25 cubic yards.

#0028 Install New Concrete paving—Install new 4000 PSI concrete includes control CY and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will be determined by project engineer. Areas of 25 to 100 cubic yards.

#0029 Install New Concrete paving—Install new 4000 PSI concrete includes control CY and expansion joints, ¾” dowel baskets, finishing, and curing. Thickness of pavement will be determined by project engineer. Areas greater than 100 cubic yards.

#0030 Construct Sub-base--Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 5 CY or less

#0031 Construct Sub-base--Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 5 CY to 50 CY

#0032 Construct Sub-base--Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 50 CY or greater

#0033 Additional Excavation and compaction in standard lifts for construction CY #0034 Dirt spoils or fill for new road work remove or bring on post. CY #0035 Final grading of dirt for new road work. SY #0036 Geotextile Fabric to be used instead of prime coat for road construction SY #0037 Replace Parking Bumper; see page C-503 of drawings EA #0038 Install Traffic Guard Rail with steel posts; see page C-503 of drawings LF #0039 Slurry Seal Asphalt Paving SY #0040 Crack/Joint Sealing up to 3/4" wide LF #0041 Core Drill or excavate pavement for evaluation EA #0042 Replace Asphalt Incidental to Work CF #0043 Remove Pavement Striping SF #0044 New Striping - Paint, General--Striping cost for new construction with LF no removal of old markings #0045 New Striping – Thermo Plastic SF #0046 New Striping, Handicap Stalls--Striping cost for new construction handicap EA parking stalls with no removal of old markings #0047 Replace Curb Inlet.--Remove existing concrete curb inlet and construct new EA

5’ X 5’ X 5” concrete curb inlet “Shawnee Type” complete with embedded parts, backfilling, connecting to existing storm sewer line and patching adjoining pavement.

#0048 Install additional depth of curb inlet LF #0049 Raise Manhole.--Manhole top adjustment shall be accomplished by use of EA concrete adjustment rings or heavy-duty cast metal adjustment rings. The amount of raise shall coincide with the thickness of resurfacing material to bring the manhole lid flush with surrounding refinished surface.

#0050 Construct 12" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0051 Construct 15" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0052 Construct 18" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0053 Construct 24" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0054 Construct 30" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0055 Construct 36" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0056 Construct 48" Corrugated HDPE, Type S--water-tight connection bell & LF spigot to include gaskets, elbows, tees, split couplings, and flared ends, AASHTO M294, ASTM D3350. To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0057 Construct 12" RCP.--construct 12" reinforced concrete pipe to include LF elbows, and gaskets/mastic (Class V, ASTM C76). To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, compaction, and seeding.

#0058 Construct 18" RCP.--construct 18" reinforced concrete pipe to include LF elbows, and gaskets/mastic (Class V, ASTM C76). To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0059 Construct 24" RCP.--construct 24" reinforced concrete pipe to include LF elbows, and gaskets/mastic (Class V, ASTM C76). To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0060 Construct 36" RCP--construct 36" reinforced concrete pipe to include LF Elbows, and gaskets/mastic (Class V, ASTM C76). To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0061 Construct 48" RCP--construct 48" reinforced concrete pipe to include LF elbows, and gaskets/mastic (Class V, ASTM C76). To include excavation to depth of 5 feet, removal of old pipe if any, rock bedding, backfill, and compaction.

#0062 Construct 12" end section.--Construct 12" RCP flared end section. EA #0063 Construct 18" end section.--Construct 18" RCP flared end section. EA #0064 Construct 24" end section.--Construct 24" RCP flared end section. EA #0065 Construct 36 end section.--Construct 24" RCP flared end section. EA #0066 Construct 48" end section.--Construct 24" RCP flared end section. EA #0067 Construct Trench Drain with Grate--Construct 6 inch wide polycast trench LF drain with a heavy duty grate include 5 feet of 4inch pipe for connection to sewer; see page C-503 of drawings.

#0068 Construct Trench Drain with Grate--Construct 12 inch wide concrete trench LF drain with a heavy duty grate include 5 feet of 4inch pipe for connection to sewer; see page C-503 of drawings.

#0069 Additional excavation for sewer pipe below 5 feet to include backfill, CY and compaction.

#0070 Rip-Rap 8” Rock include placement and minor excavation for placement. CY #0071 Pipe Cleaning, Jetter/Pump Combination Truck HR #0072 Pipe Cleaning, Pipe Camera Truck HR #0073 Pipe Cleaning, Camera Truck & Jet/Pump Combination Truck HR #0074 Trench Box over 5' deep MO #0075 Chain link Fencing to 6 foot height galvanized, 2” posts at 10 feet LF O.C. set in concrete. Corner posts included. Remove existing fencing if any.

#0076 Chain link Fencing to 8 foot height galvanized, 2” posts at 10 feet LF O.C. set in concrete. Corner posts included. Remove existing fencing if any.

#0077 Chain link Fencing Gate to include posts galvanized, 3’ W X 6’ H EA #0078 Chain link Fencing Gate to include posts galvanized, 3’ W X 8’ H EA #0079…