Sol-01_W91QF4-20-B-0001 Concrete Reqment.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 ______________18 Nov 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 73

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 quantities contained on the Bid Sheet represent the Government’s best estimate of its requirements for the period of contract performance. The Contractor acknowledges that the quantity listed in the Bid Sheet at the time of competitive bidding is an estimated quantity; and the awarded contractor will only be paid for the actual quantities ordered, received and accepted by the designated Government Inspector. The Government reserves the right to order quantities in excess of the stated estimated quantities on the Bid Sheet. However, such quantities will not exceed 100 percent of the total estimated contract dollar amount unless otherwise lawfully modified by a Contracting Officer. It is estimated that the Government’s requirements for any additional quantities of work for each numbered Bid Sheet line item will be in approximately the same proportions that each line item currently bears; however, mathematical precision is not required. The contractor shall perform work on these quantities at the same contract unit price. The Contractor’s lack of receipt of quantities in excess of the estimated quantities specified for a specific Bid Sheet line item shall not entitle the Contractor to an equitable adjustment. Nor does the Government guarantee that the overall quantities ordered shall equal the estimates contained within the Bid Sheet.

See Clause 52.216-21.

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 - N/A

FFP

Not Applicable – Future Contract Manpower Reporting available soon through www.sam.gov.

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 - N/A

FFP

Not Applicable – Future Contract Manpower Reporting available soon through www.sam.gov.

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 - N/A

FFP

Not Applicable – Future Contract Manpower Reporting available soon through www.sam.gov.

Section C - Descriptions and Specifications

SOW

STATEMENT OF WORK

FOR

CONCRETE REQUIREMENTS AND MISCELLANEOUS

CONSTRUCTION AND REPAIRS CONTRACT

PROJECT NO. M 0097697

FORT LEAVENWORTH, KANSAS

10 September 2020

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.

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

2) 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:

a) Direct labor

b) Employee payroll taxes, insurance and fringe benefits

c) Contractor’s overhead and profit

d) Subcontractor’s overhead and profit

e) Insurance

f) Mobilization and demobilization

g) Required materials

h) All waste and excess material

i) Equipment

j) Quality control, submittal preparation and testing

k) Clean up

l) Haul-off of dirt and waste material from job site to authorized waste depository

m) Compliance with EPA and KDHE regulations associated with performing work

n) Permits, licenses and fees

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

p) Traffic and work site signs and barriers

q) Protection of and/or moving of government property

r) Depreciation of mobile office(s)

s) Interest associated with funding of equipment and payroll

t) 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)

3) 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).

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

2) Procedures

a) The Contractor will be notified of a pending Task Order either by telephone, e-mail, FAX, or in writing.

b) 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.

c) 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.

d) 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.

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

f) 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.

3) 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.

1. The project is to repair and install new concrete items and other miscellaneous items throughout Fort Leavenworth, Kansas, but not limited to:

2. 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.

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

4. Pavement items: Replace and install new concrete pavements.

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

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

7. Miscellaneous Items: crack repair on concrete pavements, and pavement striping. Storm sewer pipe cleaning.

Core drilling or test pit and evaluation of road pavements.

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

SW-3 APPROVAL OF MATERIALS AND EQUIPMENT

1. Within 10 calendar days of receipt of Notice to Proceed, and before installation, the Contractor shall submit for approval all items listed or specified in the submittal section of each contract specification. A consolidated Submittal Register is in Attachment A. 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 14 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. Task Order specific submittals shall be made on ENG FORM 4025-R.

MICC – Leavenworth 535 Kearney Ave Fort Leavenworth, KS 66027

2. Submittal procedures are contained in Section 01 33 00, 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 (2) copies of each required submittal. Only one (1) transmittal form shall be provided with each set of submittals.

3. 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.

4. 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

1. 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.

2. 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.

3. 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.

4. 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.

5. 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 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). The Debris Recovery Statement in Attachment B 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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

1. 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:

a. Specification 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

b. Department of the Army Regulation 385-10, The Army Safety Program.

c. Department of the Army Regulation 385-40, Accident Reporting and Records.

d. CAC & FT LVN 385-1. CAC Safety Program.

2. 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.

3. 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.

1. 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 Free State Electric Cooperative, Inc. 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.

2. 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 Free State Electric Cooperative.

3. The Contractor shall submit a Fort Leavenworth Utility Locate Request in Appendix C by email for utility checks for government owned utilities. Utilities include telephone and communication lines operated by the Network Enterprise Center (NEC), natural gas system and electrical service lines.

4. 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.

5. 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 GUIDELINES FOR WORKING ON HISTORIC BUILDINGS

As a Federal Agency, the Army is required to comply with the Secretary of the Interior’s Standard Guidelines, https://www.nps.gov/tps/standards.htm, as specified by the National Historic Preservation Act (NHPA) of 1966, for Federal undertakings on any building eligible for inclusion in the National Register of Historic Places (NRHP). The contractor will be responsible to ensure that the proposed work meets the requirements of the Secretary of the Interior’s Standards for Rehabilitation of Historic Buildings. National Park Service Technical Preservation Briefs regarding masonry work on historic building form a part of this contract and are available at http://www.nps.gov/tps/how-to-preserve/briefs.htm. Consult with Fort Leavenworth’s Cultural Resource Manager (CRM) thru the Contracting Officer for all questions regarding work on Historic Buildings. Attachment D contains the Fort Leavenworth Quality Workmanship Standards for masonry work on Historic Buildings and NPS Technical Preservation Briefs for Mortar Joints and Concrete.

SW-8 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 2021

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-9 RATE OF WORK PERFORMANCE

1. 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.

2. 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.

3. 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.

4. 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.

5. 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-10 TASK ORDER EXAMPLES

Task order example to repair concrete slab.

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

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

Line items to use (see price schedule for actual line item numbers and costs) 0001AA 0002; Replace Slabs, 7.40 CY x $390.00 (Contractors Price) = $2886.00

SW-11 DESCRIPTION OF WORK ON BID ITEMS:

ITEM NO. DESCRIPTION UOM

#0001 New PCCP (6”) – Quantity 1 to 25 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0002 New PCCP (6”) – Quantity 25 to 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0003 New PCCP (6”) – Quantity Over 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0004 New PCCP (8”) – Quantity 1 to 25 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0005 New PCCP (8”) – Quantity 25 to 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0006 New PCCP (8”) – Quantity Over 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0007 New PCCP (10”) – Quantity 1 to 25 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0008 New PCCP (10”) – Quantity 25 to 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0009 New PCCP (10”) – Quantity Over 100 SQYD SQYD Price excludes dowel bars, baskets and reinforcing steel

#0010 Replace PCCP (6) – Includes all labor, materials and equipment to SQYD demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel Quantity 1 to 25 SQYD

#0011 Replace PCCP (6”) – Includes all labor, materials and equipment SQYD

To demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel.

Quantity 25 to 100 SY.

#0012 Replace PCCP (6”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price excludes dowel bars, baskets and reinforcing steel Quantity Over 100 SY

#0013 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD to demolish the existing pavement, compact existing aggregate base course, construct new pavement and back fill. Price

#0014 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD base course, construct new pavement and back fill. Price

#0015 Replace PCCP (8”) – Includes all labor, materials and equipment SQYD base course, construct new pavement and back fill. Price

#0016 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD base course, construct new pavement and back fill. Price

#0017 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD base course, construct new pavement and back fill. Price

#0018 Replace PCCP (10”) – Includes all labor, materials and equipment SQYD base course, construct new pavement and back fill. Price

#0019 New Curb & Gutter LNFT

#0020 Replace Curb & Gutter – Includes all labor, materials and LNFT equipment to demolish the existing concrete curb and gutter, compact existing aggregate subgrade, construct new curb and gutter to original grade line, and backfill.

#0021 New Concrete Sidewalk SQYD

#0022 Replace Concrete Sidewalk – Includes all labor, materials and SQYD equipment to demolish the existing sidewalk, compact existing aggregate subgrade, construct new sidewalk to original grade line, and backfill.

#0023 New Sidewalk Ramp SQYD

#0024 Replace Sidewalk Ramp – Includes all labor, materials and SQYD equipment to demolish the existing sidewalk ramp, compact existing aggregate subgrade, construct new sidewalk ramp to original grade line, and backfill.

#0025 New Sidewalk Ramp (Detectable Warning) SQYD

#0026 Replace Sidewalk Ramp (Detectable Warning) – Includes all labor, SQYD materials and equipment to demolish existing sidewalk ramp, compact existing aggregate subgrade, construct new sidewalk ramp, and backfill.

#0027 New Concrete Slab CUYD

Price excludes reinforcing steel.

#0028 Replace Slabs – Includes all labor, materials and equipment to CUYD demolish the existing slab, compact existing aggregate base, and construct new slab. Minor grading and compaction; complete with required backfill. Price excludes reinforcing steel.

#0029 New Elevated Slab CUYD

#0030 Replace Elevated Slab - Includes all labor, materials and CUYD equipment to demolish the existing slab, construct formwork and construct new elevated slab. Price excludes reinforcing steel and falsework to support formwork

#0031 Falsework for Elevated Slabs – Includes all labor, materials and SQFT equipment required to construct the false work necessary to support an elevated slab 8 feet above the finished floor.

#0032 Concrete Wall CUYD

Price excludes reinforcing steel.

#0033 Concrete Footer CUYD

Price excludes reinforcing steel.

#0034 New On-Grade Steps LFNose

#0035 Replace On-Grade Steps – Includes all labor, materials and LFNose equipment demolish existing steps, construct new on-grade concrete steps and backfill.

#0036 New Above-Grade Steps CUYD

#0037 Replace Above-Grade Steps – Remove existing above grade CUYD concrete steps including footing and construct new above grade concrete steps; complete with required tooting, and backfilling.

#0038 Capillary Water Barrier (4") SQYD

#0039 Vaper Barrier SQYD

#0040 Flowable Fill Concrete – Place flowable fill concrete 500 PSI CUYD

#0041 Reinforcing Steel – Utilized in the construction of reinforced LBS.

concrete line items as directed.

#0042 Reinforcing Steel (Epoxy Coated) – Utilized in the construction of LBS.

Reinforced concrete line items as directed.

#0043 Woven Wire Fabric- 4 X 4 WWF 21 to 58 LB SQYD

#0044 Dowel Baskets for Roadway LNFT

#0045 Colored Concrete Dye – Material Cost to add dyes in various CUYD colors to concrete.

#0046 Stamp Pattern in Concrete – Stamp various patterns into fresh SQYD

Concrete.

#0047 Saw Cut Concrete or Asphalt 4” Thick LNFT

#0048 Saw Cut Concrete or Asphalt 6” Thick LNFT

#0049 Saw Cut Concrete or Asphalt 8” Thick LNFT

#0050 Sealing PCCP Cracks (>1/8" to 1/2") LNFT

#0051 Sealing PCCP Cracks (>1/2" to 1") LNFT

#0052 Sealing PCCP Cracks (>1" to 2") LNFT

#0053 New handrail (<30" above ground) LNFT

#0054 Replace handrail (<30" above ground) – Includes all labor, LNFT materials and equipment required to remove existing handrail and install new handrail.

#0055 New Guardrail/Handrail (≥ 30" above ground) LNFT

#0056 Replace Guardrail/Handrail (≥ 30" above ground) – Includes all LNFT labor, materials, and equipment required to remove existing guardrail/handrail and install new handrail.

#0057 Construct Aggregate Base Course CUYD

Areas of 5 CY or less

#0058 Construct Aggregate Base Course CUYD

Areas of 5 CY to 50 CY

#0059 Construct Aggregate Base Course CUYD

Areas of 50 CY or greater

#0060 Common Excavation CUYD

#0061 Common Excavation (Government Furnished) CUYD

#0062 Common Excavation (Contractor Furnished) CUYD

#0063 Embankment CUYD

#0064 Embankment (Contractor Furnished) CUYD

#0065 Salvage Topsoil SQYD

#0066 Topsoil (Government Furnished) CUYD

#0067 Rock Excavation CUYD

#0068 Rip-Rap (D50)(4") CUYD

#0069 Rip-Rap (D50)(6") CUYD

#0070 Manipulation for Treated Subgrade CUYD

#0071 Quicklime – Material Cost Only TONS

#0072 Hydrated Lime – Material Cost Only TONS

#0073 Geotextile Separation Fabric SQYD

#0074 Core Drill (4”) Pavement Sampling – Work includes removing EACH pavement core and filling hole with rapid set concrete. This line item does not include quality control core samples required by contract specifications 32 13 13.06 PCCP FOR ROADS AND SITE FACILITIES and 32 12 16 HMA FOR ROADS.

#0075 In-Situ Soil Sampling and Testing for soil classification, moisture EACH content, Atterburg limits, compaction and sieve analysis. This work includes pavement demolition, in-situ soil sample collection, back fill and patching existing pavement with concrete. This line item does not apply to tests required by contract specifications 31 00 00 EARTHWORK and 32 11 13.13 LIME TREATED

SUBGRADE.

#0076 Replace Asphalt Incidental to concrete repairs CUFT

#0077 Pavement Marking (Paint)(4")(Yellow)(Without Glass Beads) LNFT

#0078 Pavement Marking (Paint)(4")(White)(Without Glass Beads) LNFT

#0079 Pavement Marking (Paint)(4")(Yellow) LNFT

#0080 Pavement Marking (Paint)(4")(White) LNFT

#0081 Pavement Marking (Paint)(12")(White) LNFT

#0082 Pavement Marking (Paint)(18")(White) LNFT

#0083 Pavement Marking (Paint)(24")(White) LNFT

#0084 Pavement Marking (Paint)(Symbol: Thru Arrow) EACH

#0085 Pavement Marking (Paint)(Symbol: Turn Arrow) EACH

#0086 Pavement Marking (Paint)(Symbol: Turn and Thru Arrow) EACH

#0087 Pavement Marking (Paint)(Symbol: Bicycle) EACH

#0088 Pavement Marking (Paint)(Symbol: Sharrow) EACH

#0089 Pavement Marking (Paint)(Symbol: Handicap) EACH

#0090 Pavement Marking (Paint)(Symbol: RR Crossing) EACH

#0091 Pavement Marking (Paint)(Word “ONLY”) EACH

#0092 Pavement Marking (Epoxy)(4")(Yellow) LNFT

#0093 Pavement Marking (Epoxy)(4")(White) LNFT

#0094 Pavement Marking (Epoxy)(12")(White) LNFT

#0095 Pavement Marking (Epoxy)(18")(White) LNFT

#0096 Pavement Marking (Epoxy)(24")(White) LNFT

#0097 Pavement Marking (Epoxy)(Symbol: Thru Arrow) EACH

#0098 Pavement Marking (Epoxy)(Symbol: Turn Arrow) EACH

#0099 Pavement Marking (Epoxy)(Symbol: Turn and Thru Arrow) EACH

#0100 Pavement Marking (Epoxy)(Symbol: RR Crossing) EACH

#0101 Pavement Marking (Epoxy)(Word “ONLY”) EACH

#0102 Pavement Marking (Thermoplastic)(12")(White) LNFT

#0103 Pavement Marking (Thermoplastic)(18")(White) LNFT

#0104 Pavement Marking (Thermoplastic)(24")(White) LNFT

#0105 Pavement Marking (Thermoplastic)(Symbol: Thru Arrow) EACH

#0106 Pavement Marking (Thermoplastic)(Symbol: Turn Arrow) EACH

#0107 Pavement Marking (Thermoplastic)(Symbol: Turn and Thru Arrow) EACH

#0108 Pavement Marking (Thermoplastic)(Symbol: Bicycle) EACH

#0109 Pavement Marking (Thermoplastic)(Symbol: Sharrow) EACH

#0110 Pavement Marking (Thermoplastic)(Symbol: RR Crossing) EACH

#0111 Pavement Marking (Thermoplastic)(Word “ONLY”) EACH

#0112 Inset Pavement Markings SQFT

#0113 Remove Pavement Striping SQFT

#0114 Install Curb Inlet 2’-3” X 3’-3” X 5” EACH

Standard detail C3 Sheet FLCE 302

#0115 Install Curb Inlet 5’ X 5’ X 5” EACH Standard detail Sheet FLCE303

#0116 Install Junction Box 5’ X 5’ X 5” – Includes maintenance access EACH and ladder.

#0117 Install additional depth of curb inlet for item #0065. LNFT

#0118 Raise Manhole - Manhole top adjustment shall be accomplished EACH by use of heavy-duty cast metal adjustment rings. The amount of

#0119 Construct 12" Corrugated HDPE – include watertight gaskets, LNFT bedding material, structural backfill to 12 inches above top of pipe and testing.

#0120 Construct 15" Corrugated HDPE – Include watertight gaskets, LNFT

#0121 Construct 18" Corrugated HDPE – Include watertight gaskets, LNFT

#0122 Construct 24" Corrugated HDPE – Include watertight gaskets, LNFT

#0123 Construct 30" Corrugated HDPE – Include watertight gaskets, LNFT

#0124 Construct 18" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0125 Construct 24" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0126 Construct 30" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0127 Construct 36" RCP – Include watertight gaskets, bedding material, LNFT structural backfill to 12 inches above top of pipe and testing.

#0128 Construct 42" RCP – Include watertight gaskets, bedding material, LNFT

#0129 Construct 48" RCP – Include watertight gaskets, bedding material, LNFT

#0130 Construct 18" RCP Flared End Section – Includes watertight EACH gasket.

#0131 Construct 24" RCP Flared End Section – Includes watertight EACH gasket.

#0132 Construct 30” RCP Flared End Section – Includes watertight EACH gasket.

#0133 Construct 36" RCP Flared End Section – Includes watertight EACH gasket.

#0134 Construct 42” RCP Flared End Section – Includes watertight EACH gasket.

#0135 Construct 48" RCP Flared End Section – Includes watertight EACH gasket.

#0136 Trench Excavation – Trenches 5 feet or less in depth CUYD

#0137 Trench Excavation – Trenches greater than 5 feet in depth CUYD

#0138 Trench Box (8' Tall) WKLY

#0139 Trench Drain Grate (12” wide)(Cast Iron)(Vehicle Rated) – Provide LNFT a cast iron trench drain grate of specified length for trench drains constructed utilizing cast-in-place concrete

#0140 Downspout Boot Cast Iron 4”- Install as required to include all EACH pre-installation and finishing.

#0141 Downspout Boot Cast Iron 6”- Install as required to include all EACH pre-installation and finishing.

#0142 Downspout Boot Cast Iron 8” - Install as required to include all EACH pre-installation and finishing.

#0143 Downspout Boot Steel 4” - Install as required to include all EACH pre-installation and finishing.

#0144 Downspout Boot Steel 6” - Install as required to include all EACH pre-installation and finishing.

#0145 Downspout Boot Steel 8” - Install as required to include all EACH pre-installation and finishing.

#0146 Downspout Pipes PVC 6” – bedding material and structural backfill LNFT to the top of pipe.

#0147 Downspout Pipes PVC 8” – bedding material and structural backfill LNFT to top of pipe and testing.

#0148 Pipe Cleaning, Hydraulically Propelled Cleaning HOUR

#0149 Pipe Cleaning, Combination Hydraulically Propelled Cleaning and HOUR Vac Truck

#0150 TV Camera Inspection of Sewer Pipelines HOUR

Refer to UFC 4-022-03 Security Fences and Gates for Standard Plan Sheets and Details for Line Items #0151 thru #0156.

#0151 Fence Posts (2")(End, Corner, and Pull Posts)(Concrete Filled) EACH

#0152 Fence Posts (2") EACH

#0153 Fence Fabric (Chain-Link) SQFT

#0154 3 Strand Barbed-Wire on Extension Arms LNFT

#0155 Fence Gate, Singe Swing (4' Width) with Gate Posts EACH

#0156 Fence Gate, Singe Swing (6' Width) with Gate Posts EACH

#0157 Fence Gate, Double Swing (12' width) with Gate Posts EACH

#0158 Concrete Mow Strip (24" wide x 4" deep) LNFT

#0159 Bollard (Steel Pipe)(Concrete Filled) EACH

#0160 Replace Isolated Bricks (Group < 50 Bricks) EACH

#0161 Replace Bricks (Group ≥ 50 Bricks) EACH

#0162 New CMU (8"x8"x16") Block Wall SQFT

#0163 Replace CMU EACH

#0164 Repointing Brick Masonry LNFT

#0165 Repointing Stone Masonry LNFT

#0166 Repointing Concrete Masonry LNFT

#0167 Mortar Analysis EACH

#0168 Replace Isolated Bricks (Group < 50 Bricks)(Historical) EACH

#0169 Replace Bricks (Group ≥ 50 Bricks)(Historical) EACH

#0170 Replace Stone Masonry (Rough Field)(Historical) SQFT

#0171 Replace Stone Masonry (Dressed)(Historical) SQFT

#0172 Repointing Brick Masonry (Historical) LNFT

#0173 Repointing Stone Masonry (Historical) LNFT

#0174 Joint Sealant, Masonry Joints (width < 1/2") LNFT

#0175 Joint Sealant, Masonry Joints (1/2" ≤ width < 3/4") LNFT

#0176 Joint Sealant, Masonry Joints (3/4" ≤ width < 1") LNFT

#0177 Joint Sealant, Masonry Joints Width > 1") LNFT

#0178 Concrete Chimney Crown CUFT

#0179 Man Lift WKLY

#0180 Scaffolding (errected to 30 feet in height) CSF

#0181 Scaffolding (errected over 30 feet in height to 60 feet) CSF

#0182 Scaffolding (errected over 60 feet in elevation) CSF

#0183 Flashing EPDM SQFT

#0184 Remove and Replace Brick Paver Pedestrian/Light Vehicle – EACH Includes units, cut units, bedding sand, and jointing sand.

Quantity 1 to 100 units

#0185 Remove and Replace Brick Pavers Pedestrian/Light Vehicle – EACH Includes units, cut units, bedding sand, and jointing sand.

Quantity over 100 units

#0186 Remove and Replace Concrete Paver Pedestrian/Light Vehicle SQFT Includes units, cut units, bedding sand, and jointing sand.

Quantity 1 to 100 units

#0187 Remove and Replace Concrete Pavers Pedestrian/Light Vehicle SQFT Includes units, cut units, bedding sand, and jointing sand.

Quantity over 100 units

#0188 Remove and Replace Concrete Pavers Vehicle SQFT Includes units, cut units, bedding sand, and jointing sand Quantity 1 to 100 units

#0189 Remove and Replace…