Sol - W91QF4-20-B-0001 Installation Concrete Reqment - FY20.pdf

0011422480

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

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

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

3. The Magnitude of Construction is Betw een $1,000,000.00 and $5,000,000.00.

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

09-Jan-2020

(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.)

YES X 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 ______________25 Feb 2020 (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:

W91QF420B0001 70

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

W91QF420B0001

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: 0011422480

PSC CD: Z2JZ

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 100 Job Bond Concrete - Base Year (A)

FFP

REF Section H.4 for Bond Requirements FOB: Destination

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.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 100 Job Bond Concrete - Base Year (B

FFP

FOB: Destination

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.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 100 Job Bond Concrete - Base Year (C)

FFP

FOB: Destination

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.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 100 Job Bond Concrete - Base Year (D)

FFP

FOB: Destination

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.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 100 Job Bond Concrete - Base Year (E)

FFP

FOB: Destination

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”.

FOB: Destination

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.

FOB: Destination

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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.

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 Bid Sheet.

UNIT UNIT PRICE ESTIMATED AMOUNT

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

FFP

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 AND MISCELLANEOUS

CONSTRUCTION AND REPAIRS CONTRACT

PROJECT # M 0086230

FORT LEAVENWORTH, KANSAS

31 October 2019

SW-1 DESCRIPTION OF WORK

1) Work to be Done: 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) Incidental Work that May be Done by Others: When a building is undergoing a major renovation by another contractor the concrete work may be done by the contractor doing the major renovation as part of his work. There are other requirements contracts in which line items cross such as the Asphalt Requirements which has painting on asphalt roads also. The work described above may be done by others.

3) 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

(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) The Contractor will supply all needed items and functions (such as forms, curing compound, vibrating tools, etc.) to insure a satisfactory and complete product.

(22) Depreciation of mobile office(s)

(23) Interest associated with funding of equipment and payroll

(24) Submittal preparation

(25) Permits, licenses and fees

(26) Other risks of doing business (i.e., risk of a lower than expected contract dollar value; risk of a high 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 either by telephone, e-mail, FAX, or in writing.

(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) Either during the site visit or within 2 working days after the site visit, the Contractor and Government Representative shall seek to jointly 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: crack repair on concrete 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. Within 10 calendar days of receipt of Notice to Proceed, and before installation, the Contractor shall submit for approval all items listed or specified on attached SUBMITTAL REGISTER in the specifications. The government has 10 days to review and return submittals once they are received. If the Contractor submits an item for reapproval, the Government has 10 days to review and return once it is received. It is acceptable for Contractor to bring submittals to the pre-construction conference to expedite work. The submittals shall be mailed or carried directly to the addressee shown below, as directed. Submittals shall be made on TRADOC Form 928-R.

MICC - Leavenworth 535 Kearney Ave Fort Leavenworth, KS 66027

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 Contractor shall submit three (3) copies of each required submittal. Only one (1) transmittal form shall be provided with each set of submittals. See attachment 4, Submittal Register for list of material submittals requested for this project.

c. The Contractor shall submit an Accident Prevention Plan prior to start of work. Material Safety Data Sheets shall be provided when hazardous chemicals are used. The Accident Prevention Plan shall be prepared in accordance with the required and advisory provisions of COE EM-385-1-1 including Appendix A, "Minimum Basic Outline for Preparation of Accident Prevention Plan." The Safety Plan shall be prepared as required by 29 CFR 1910.120 and COE EM-385-1-1.

d. The Government Representative may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in this section.

SW-4 INSTRUCTIONS TO BIDDERS

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 anything damaged due to the Contractor’s negligence to its original conditions at no additional cost to the Government.

b. Site Visit: The Contracting Officer will conduct a pre-bid site visit for all prospective bidders.

Contractors will have the opportunity to tour the proposed construction site to document material take-offs and discover site conditions pertinent to the development of their bid. Contractors who choose not to attend this site visit will have no claim rights for unforeseen site conditions that affect the cost and completion time for this project.

c. Coordination: Before starting any work, the contractor shall coordinate said work through the

Contracting Officer. Verbal notification shall be given to the Contracting Officer prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work.

d. Normal Working Hours: 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 January 1st, 3rd Monday of January, 3rd Monday of February, Last Monday of May, July 4th, 1st Monday of September, 2nd Monday of

October, November 11th, 4th Thursday of November, and December 25th. The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer.

e. Sustainable Management of Waste: In accordance with ACSIM Memorandum dated 06 FEB 06, Subject: Sustainable Management of Waste in Military Construction, Renovation and Demolition Activities, the contractor shall, at his/her own expense, ensure that 50% 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 Logistics/Directorate of Public Works Environmental Division. 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 Logistics/Directorate of Public Works.

f. 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 per Sustainable Management of Waste defined above. The government landfill, dumpsters, or containers shall not be used for property disposal. All waste shall be disposed of in accordance with applicable Federal, State, and local laws.

g. 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.

h. 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, National Electrical Code and National Electrical Safety Code. All materials, workmanship, methods, and equipment shall be to the complete satisfaction of the Contracting Officer.

i. 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 and reach an agreement on the quantities and percentage of completion to be billed on the invoice.

j. As-Built Drawings: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide one set of as-built drawings illustrating all of the work performed on this contract. Drawings are to be supplied to the Contracting Officer in the form of (1) paper, hard copy, and (1) digital copy in AutoCAD format upon completion.

k. Exceeding Line Item Quantities: If line item quantities are exceeded additional quantities will be added at the same price set at the award of the contract.

l. Price Adjustment for Asphalt Materials: The asphalt price at the contract award date will establish the Asphalt Materials Index (AMI) that the Contracting Officer will use setting the AMI each month.

Rules to be used will be Kansas Department of Transportation - Price Adjustment for Asphalt Materials.

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.

The Contractor shall notify the Contracting Office seven (7) days prior to the disruption of utility services.

Unanticipated interruptions of utilities will be reported to the Contracting Officer immediately.

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 Inspector for his review prior to the start of any excavation as a daily report.

SW-7 CONSTRUCTION PROJECT SIGNAGE

Contractor shall provide all necessary signage to notify Installation personnel of construction. If during construction signage is damaged due to weather, it will be the contractor’s responsibility to replace. Signage shall be 5’ x 3’. Signage size may change depending on project and proposed location. Size changes must be requested through the contracting officer. Signage shall be installed at a minimum 1 week prior to start of construction. If signage is to be placed in the ground, plan ahead for utility locates through Kansas One-Call. If possible, install signage on existing structures. Exact verbiage for the signage shall be approved by the contracting officer prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage:

Basic title Purpose of project General time frame of project, i.e. spring 2011 Use phrases such as: Pardon our dust, thanks for your patience, or Watch for construction equipment when appropriate to the project. If relevant to the project, a picture shall be used to convey the project to the public. DPW can assist with providing an appropriate image for the signage.

SW-8 RATE OF WORK PERFORMANCE

a. The Contractor will have 1 working day to complete each $2,500 of work for the task order. For example, a task order of $30,000 will be allowed 12 working days to complete.

b. The completion time for each building may be adjusted by mutual agreement of the Government

Representative and the Contractor; however, in case of a disagreement, the Government Representative will make the final decision.

c. The time allowed for submittals in SW-3 shall be in addition to the time allowed to complete work on buildings. This applies to the first Task Order only.

d. The Contractor is expected to be able to work concurrently on a minimum of five (5) buildings or work areas in order to complete the work within the time specified on each Task Order. The Contractor is responsible for establishing a phased schedule for work in buildings on task orders that have more than five (5) buildings on them. For example: If the Contractor is given a Task Order for ten (10) jobs, he is to schedule the work for five of the jobs. Once one or more of the five is completed, the Contractor shall go on to the next job that he has scheduled; when the next job is finished the Contractor is to go on to the next remaining job on the Task Order; and so on until all ten (10) jobs are completed. This is only one example of a permissible work schedule. Unless the task order specifically requires otherwise, the Contractor may schedule its workforce to work on as many or as few jobs as it chooses and in whatever order or sequence so long as the work is completed and accepted within the performance period set by the task order.

e. Liquidated damages for each day of delay, as set out at contract clause 52.211-12 - LIQUIDATED DAMAGES—CONSTRUCTION, apply to work not completed with the time specified in individual task orders.

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 (see price schedule for actual line item numbers and costs)

a. 0001AA 0002; 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; use existing AB-3 with minor additional material, if needed, and minor grading and compaction; complete with required backfill.

#0002 New Flat Slabs - Construct new flat concrete slabs of various CY thickness, including thickened perimeter, 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.

#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.

#0005 Replace Concrete Sidewalk - Remove existing concrete sidewalk, leaving SY sub-base AB-3 (crushed) stone), and construct new concrete sidewalk 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, including SY 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, 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, 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 Steel Rebar- Utilize in all concrete slabs 6” or greater in thickness unless LB otherwise specified/directed (i.e. fiber reinforced roadways etc.).

#0014 Epoxy Coated Steel Rebar- Utilize when possible where control joints are to LB be emplaced or likely exposure to elements.

#0015 Woven Wire Fabric- 4 X 4 WWF 21 to 58 LB - Used in sidewalks SY #0016 Woven Wire Fabric- 6 X 6 WWF 31 to 85 LB – used in sidewalks SY #0017 Dowel Baskets for Roadway – Places where control joints require LF expansion dowels.

#0018 Caulking Stone ¼” to ½ - Utilize flexible polyurethane type base with viscosity LF rated for the crack width and backer rod (as needed).

#0019 Caulking Brick ¼” to ½ – Utilize flexible polyurethane type base with viscosity LF rated for the crack width and backer rod (as needed).

#0020 Caulking Concrete ¼” to ½ - Utilize flexible polyurethane type base with LF viscosity rated for the crack width and backer rod (as needed).

#0021 Caulking Stone 3/4 ” to 1” - Utilize flexible polyurethane type base with LF viscosity rated for the crack width and backer rod (as needed).

#0022 Caulking Brick 3/4 ” to 1” - Utilize flexible polyurethane type base with LF viscosity rated for the crack width and backer rod (as needed).

#0023 Caulking Concrete 3/4 ” to 1” - Utilize flexible polyurethane type base with LF viscosity rated for the crack width and backer rod (as needed).

#0024 Install Tinting in Concrete – Add tinting in various colors to concrete. CY #0025 Stamp Pattern in Concrete – Stamp various patterns into fresh concrete SF #0026 Interior Concrete Polish New Slab – Includes all items such as cleaning SY and acid etching etc. for final product.

for a final product.

#0027 Interior Concrete Staining New Slab – Includes all items such as cleaning SY and acid etching etc. for final product.

#0028 Interior Concrete Polish Existing Slab – Includes all items such as cleaning SY and acid etching etc. for final product.

#0029 Interior Concrete Staining Existing Slab – Includes all items such as cleaning SY and acid etching etc. for final product.

#0030 Interior Concrete Staining Existing Slab Prep (for Polish or Stain) - All items SY and processes required to prep the slab for stain and/or polishing as recommended by the manufacturer.

#0031 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.

#0032 New Pipe Handrail - Construct new two pipe handrail and paint with one LF coat of primer and two coats of exterior enamel.

#0033 Replace Historical Hand rail – Type I LF #0034 New Handicap Railing see Drawings LF #0035 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.

#0036 Replace Retaining Wall - Remove existing concrete retaining wall and CY construct new concrete retaining wall, various heights, complete with rebar, excavation, and backfilling.

#0037 New Retaining Wall - Construct new concrete retaining wall, various heights, CY complete with rebar, excavation, and backfilling.

#0038 Install New Concrete Footers with Rebar - Construct footers with 4000 PSI CY concrete and rebar.

#0039 Flowable Fill Concrete - Place flowable fill concrete 500 PSI CY #0040 Replace Concrete paving - Mill or excavate existing pavement install new SY

4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 6”. 1 to 25 SY

#0041 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 8”. 1 to 25 SY

#0042 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 10”. 1 to 25 SY

#0043 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 6”. 25 to 100 SY

#0044 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 8”. 25 to 100 SY

#0045 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 10”. 25 to 100 SY

#0046 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 6”. Over 100 SY

#0047 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 8”. Over 100 SY

#0048 Replace Concrete paving - Mill or excavate existing pavement install new SY 4000 PSI concrete includes control and expansion joints, finishing, and curing.

Thickness of pavement will be 10”. Over 100 SY

#0049 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 6”.

1 to 25 SY

#0050 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 8”.

1 to 25 SY

#0051 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 10”.

1 to 25 SY

#0052 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 6”

25 to 100 SY.

#0053 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 8”.

25 to 100 SY

#0054 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 10”.

25 to 100 SY

#0055 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 6”.

Over 100 SY

#0056 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 8”.

Over 100 SY

#0057 New Concrete paving - Install new 4000 PSI concrete includes control and SY expansion joints, finishing, and curing. Thickness of pavement will be 10”.

Over 100 SY

#0058 Construct Sub-base - Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 5 CY or less

#0059 Construct Sub-base - Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 5 CY to 50 CY

#0060 Construct Sub-base - Construct new AB-3 (crushed stone) CY sub-base compacted with minor grading. Areas of 50 CY or greater

#0061 Additional Excavation and compaction in standard lifts for construction – CY Achieve at least a 95% compaction rating for each lift.

#0062 Dirt spoils or fill for new road work remove or bring on post. CY #0063 Final grading of dirt for new road work. SY #0064 Geotextile Fabric to be used instead of prime coat for road construction. SY #0065 Replace Parking Bumper; see page C-503 of drawings. EA #0066 Install Traffic Guard Rail with steel posts; see page C-503 of drawings. LF #0067 Sealing of Concrete Surface (Penetrating Sealer) SF #0068 Sealing of Concrete Surface with Epoxy SF #0069 Core Drill or excavate pavement for evaluation. EA #0070 Replace Asphalt Incidental to Work CF #0071 Remove Pavement Striping SF #0072 New Striping Yellow Line 4” Multi-Component – Clean/prep surface first. LF #0073 New Striping White Line 4” Multi-Component – Clean/prep surface first. LF #0074 New Striping White Line 18” Multi-Component – Clean/prep surface first. LF #0075 New Striping White Line 24” Multi-Component – Clean/prep surface first. LF #0076 New Striping Yellow Line 4”- Latex – Clean/prep surface first. LF #0077 New Striping White Line 4”- Latex – Clean/prep surface first. LF #0078 New Striping White Line 18”- Latex – Clean/prep surface first. LF #0079 New Striping White Line 24”- Latex – Clean/prep surface first. LF #0080 New Striping Thru Arrow - Multi-Component – Clean/prep surface first. EA #0081 New Striping Left Turn Arrow Multi-Component – Clean/prep surface first. EA #0082 New Striping Left Turn and Thru Arrow Multi-Component EA Clean/prep surface first.

#0083 New Striping Right Turn Arrow Multi-Component – Clean/prep surface first. EA #0084 New Striping Right Turn and Thru Arrow Multi-Component EA Clean/prep surface first.

#0085 New Striping Sharrow Multi-Component – Clean/prep surface first. EA #0086 New Striping Handicap - Multi-Component – Clean/prep surface first. EA #0087 New Striping RR Crossing - Multi-Component – Clean/prep surface first. EA #0088 New Pavement Word Marking “Only” - Multi-Component EA Clean/prep surface first.

#0089 New Striping Thru Arrow – Latex – Clean/prep surface first. EA

#0090 New Striping Left Turn Arrow – Latex – Clean/prep surface first. EA #0091 New Striping and Left Turn and Thru Arrow – Latex – Clean/prep surface first. EA #0092 New Striping Right Turn Arrow – Latex – Clean/prep surface first. EA #0093 New Striping Right Turn and Thru Arrow – Latex – Clean/prep surface first. EA #0094 New Striping Sharrow – Latex – Clean/prep surface first. EA #0095 New Striping Handicap – Latex – Clean/prep surface first. EA #0096 New Striping RR Crossing – Latex – Clean/prep surface first. EA #0097 New Pavement Word Marking “Only” – Latex – Clean/prep surface first. EA #0098 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.

#0099 Install additional depth of curb inlet for item #0065. LF #0100 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.

#0101 Downspout Boot Cast Iron 4”- Install as required to include all EA pre-installation and finishing.

#0102 Downspout Boot Cast Iron 6”- Install as required to include all EA pre-installation and finishing.

#0103 Downspout Boot Cast Iron 8” - Install as required to include all EA pre-installation and finishing.

#0104 Downspout Boot Steel 4” - Install as required to include all EA pre-installation and finishing.

#0105 Downspout Boot Steel 6” - Install as required to include all EA pre-installation and finishing.

#0106 Downspout Boot Steel 8” - Install as required to include all EA pre-installation and finishing.

#0107 Downspout Lines PVC 4” - Install as required to include all LF pre-installation and finishing.

#0108 Downspout Lines PVC 6” - Install as required to include all LF pre-installation and finishing.

#0109 Downspout Lines PVC 8” - Install as required to include all LF pre-installation and finishing.

#0110 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.

#0111 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.

#0112 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.