B.08.03 W912DR22B0009 Solicitation Amendment 0001 - 06.Apr.2022.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is as follow s:

1. Provide Request for Information (RFIs) questions and Government Responses;

2. Provide a Revised Bid Schedule;

3. Provide Updated Sections to the Specifications;

4. Update Draw ing Sheet CU503; and

5. Provide a updated Wage Determination.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 16

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 06-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DR22B0009

X 9B. DATED (SEE ITEM 11)

15-Mar-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Apr-2022

CODE

USACE, BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR22B0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

RFI QUESTION/RESPONSES

See Attached Document entitled RFI Questions-Responses.

SUMMARY OF CHANGES - AMD 0001

SPECIFICATIONS:

1. Section 01 14 00 WORK RESTRICTIONS, paragraph 1.3.1 Delete the last sentence of this paragraph reading “Questions should be directed to David Johnson, david.johnson@usda.gov.”

2. Section 01 30 00 ADMINISTRATIVE REQUIREMENTS, paragraph 1.8.d. delete as originally issued and replace with:

“d. Prince George's County Sewage Disposal Permit: The Government is submitting the design plans and permit application to the county. The sewage disposal permit will be provided to the Contractor with the Notice to Proceed. The Contractor is required to conduct a pre-con for sewer utilities with COR, PG County Health Dept, and MDE Onsite Sewage Disposal Systems Regional Consultant present. PG County and MDE will be conducting inspections of the sewer system construction.”

3. Delete Section 33 11 00 WATER DISTRIBUTION as originally issued and replace with attached like numbered section.

4. Delete Section 33 30 00 SANITARY SEWERAGE as originally issued and replace with attached like numbered section.

5. Section 05 52 00 METAL RAILINGS, Paragraph 2.2.2 Aluminum Railings and Handrails, delete as originally issued and replace with:

“Provide railings and handrails using extruded aluminum schedule 40 pipe ASTM B429/B429M, having a minimum outside diameter of 1 1/2”. Use minimum 1 1/4” schedule 40 pipe having an outside diameter of 1.660”. Provide a field paint finish on aluminum - Gloss BLACK color. Ensure that all fasteners are Series 300 stainless steel.”

DRAWINGS:

1. SHEET CU503: Delete drawing as originally issued and replace with attached like numbered sheet with revisions dated 30 Mar 2022.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 18-Apr-2022 11:00 AM to 25-Apr-2022 11:00 AM.

The contractor period of performance end date has increased by 70 days from 230 days to 300 days.

The following have been modified:

BID/PRICE SCHEDULE

PRICE SCHEDULE

Item Estimated No. Description Quantity Unit Price Amount

BASE BID ITEMS

TOTAL ESTIMATED BASE BID AMOUNT $

NOTES TO OFFERORS

Offerors must quote on all items. Failure to quote on all items may be cause for rejection of the proposal.

0001 All costs in connection with construction of all outside utilities and site work beyond points 5 feet outside the building lines complete as shown on drawings and specified.

LS JOB --- $

0002 All costs in connection with design and construction of the BARC Wildlife prefabricated modular office, to points 5 feet outside the building lines, complete as shown on the drawings and specified. This includes the prefabricated modular structure, concrete pad, egress stairs and ramps, canopy shelter, and utility hookups.

LS JOB --- $

VARIATION IN ESTIMATED QUANTITIES: If the quantity of a unit-price item in this contract is an estimated quantity and the actual quantity of the unit-price item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon receipt of a written request for an extension, the Contracting officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

VIRTUAL BID OPENING

VIRTUAL BID OPENING SOLICITATION INSTRUCTIONS

Due to COVID-19 health concerns, bids submitted in response to this solicitation will be submitted electronically.

The bid opening will be conducted via a WebEx call that is open to the public.

Electronic Bid Submission WHAT - Bids shall be submitted electronically, as described. The bid shall not contain classified data. The use of hyperlinks in bids is prohibited.

NOTE: The only authorized transmission method for bids in response to this solicitation is electronically via DoD SAFE online submission. NO OTHER TRANSMISSION METHODS (E- MAIL, FACSIMILE, REGULAR MAIL, HAND CARRIED, ETC.) WILL BE ACCEPTED.

WHEN - Bids must be submitted no later than the bid submission time. Bids submitted after the bid submission time will be considered late bids.

BID SUBMISSION TIME: 11:00 AM ET on 25 April 2022

Bids must be received by the Government by the date/time specified in the solicitation.

HOW - Bidders shall electronically send their bids using the following link:

https://safe.apps.mil/

WHO - The SAFE site will require contacts for bid submission to be provided. All requests for information and the bid submission must be sent to the below contact to ensure timely receipt of bids. Please use the following contact information to submit bids:

Contract Specialist: Leigha Arnold at Leigha.M.Arnold@usace.army.mil

BIDDERS MUST REQUEST AN UPLOAD CODE: Bidders must e-mail the Contract Specialist and Contracting Officer no later than five (5) working days prior to the bid opening date to receive a request code which will allow for file uploads via the SAFE site. Bidders that fail to request a code at least five (5) working days before bid opening date may not be able to receive a request code in time to upload their bids.

SUBMISSION FORMAT: Submission shall be in Adobe PDF format. You are limited to five (5) maximum files per upload (total size cannot exceed 2GB). If you have a large number of files, recommend that you combine or ZIP your files before uploading to the SAFE site. Bidders may use compression utility software such as WinZip or PKZip to reduce file size and facilitate transmission.

BID GUARANTEE: This solicitation requires submission of a bid guarantee in accordance with FAR 52.228-1.

Electronic bid submissions must include a scanned copy of the original bid guarantee. In addition, the original bid seal (if applicable) must be mailed to the address below and received by the bid opening time and date:

U.S. Army Corps of Engineers 2 Hopkins Plaza c/o Contracting Division: Leigha Arnold Baltimore, MD 21201

Minor discrepancies in receipt of the original bid guarantee due to COVID-19 related impacts may be waived solely at the discretion of the Contracting Officer. A scanned copy of the original bid guarantee must be included in the electronic bid submission for the bid to be considered responsive.

BONDS AND INSURANCE: The Contractor will be required to furnish proof of insurance, including copies of the required endorsements, and performance and payment bonds within 10 calendar days following Contractor’s receipt of the contract award.

FILE DESCRIPTION: Include a “File Description” for each file you upload. The “File Description” will be included in the e-mail notice to each of the recipients you choose to have access your file(s). NOTE: Do NOT enter Privacy Act Data (Personal Identification Information (PII)) in the File Description.

INSTRUCTIONS TO FOLLOW ON THE SAFE WEBSITE:

1. Card (CAC, an ID issued to certain Government users), or users whose computer is not configured to read a CAC the option to access the SAFE site as a guest.

2. After selecting the “Click Here” link, you will be prompted to add your personal information, file information, recipient (Government points of contact) information and e-mail settings.

3. When completing your file information, you will be required to enter the e- mail addresses for all recipients. For this solicitation, the recipients are the Contract Specialist and the Contracting Officer, listed above. Although the e- mail address of the Government employee who initiated the request code will be automatically entered, this address may not be correct. The Bidder must enter and add the email addresses for both the Contracting Officer and Specialist listed above to the Recipient List. The Bidder can enter an additional e-mail address if desired. After entering the e-mail address, click the a notification will be sent to the selected recipients.

NOTE: Do NOT send the SAFE site packages to group e-mail accounts.

Even if you successfully upload your bid to the SAFE site, notification will not be sent to the Government recipients until you verify your e-mail address. Entering an incorrect e-mail may result in the rejection of screen which generates based on proper file submission.

NOTE: It has been reported that documents are more quickly uploaded into the SAFE website when using a Firefox web browser. The Government cannot verify that this is true and offers no guarantee that Bidders will have more success utilizing any particular browser.

TIMELINESS OF BIDS:

For the purposes of establishing whether a bid submission is considered timely, the Government considers the date and time the submission is completely uploaded into the SAFE website. Do not assume that electronic communication is instantaneous. It can take several minutes or even hours in some cases.

The Government will not be responsible for bids delivered to any location or to anyone other than those designated to receive bids. Bidders are responsible for ensuring that bids are submitted so as to reach the designated recipient.

Bidders are responsible for allowing sufficient time for the bid to be received in accordance with the instructions provided.

Bid Opening Bids will be opened after bid submission time has expired and the Government has had time to download and organize the bids from the SAFE sight. No Government officials will open electronic documents until the Independent Government Estimate is finalized and received by the Bid Opening Official.

BID OPENING TIME: 11:30 AM ET on 25 April 2022

The bid opening will be conducted via public WebEx Conference call. Bidders shall request an invitation to the bid opening three (3) working days prior to bid opening.

During the bid opening, the Bid Opening Official will read the bid totals in the order received electronically. The Bid Opening Official will then read the line item prices and total for each submission. The Contract Specialist will record the bid opening results, which will be posted to www.SAM.gov as quickly as practicable following the bid opening.

In accordance with FAR 14.402-1(c), interested persons may examine the bids after the bid opening. Interested persons may contact the Contract Specialist identified above following the bid opening to request an electronic copy of the bid(s). Please be considerate of limited Government resources and request bid copies only as necessary. To preserve conference line stability, bidders are asked to limit the number of individual calls to the conference line to the minimum needed for participation. The bid opening will proceed as scheduled even if individual bidders or members of the public are not able to access the telephone line at the bid opening time. Any interested party may access the results of the bid opening on www.SAM.gov shortly after the bid opening.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 300 calendar days after Notice to Proceed.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $131.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

WAGE DETERMINATION MD20220044

"General Decision Number: MD20220044 03/25/2022

Superseded General Decision Number: MD20210044

State: Maryland

Construction Type: Building

County: Prince George's County in Maryland.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $15.00 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2022. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on |

| | that contract in 2022. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022 1 01/14/2022 2 02/11/2022 3 02/18/2022 4 02/25/2022 5 03/25/2022

ASBE0024-007 04/01/2021

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 39.27 18.67+a

Includes the application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems

a. PAID HOLIDAYS: New Year's Day, Martin Luther King Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the day after Thanksgiving and Christmas Day provided the employee works the regular work day before and after the paid holiday.

ASBE0024-010 04/01/2021

Rates Fringes

ASBESTOS WORKER: HAZARDOUS

MATERIAL HANDLER (Removal of hazardous material from ceilings, floors, mechanical systems, and walls)..............$ 24.46 8.69+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the day after Thanksgiving and Christmas Day provided the employee works the regular work day before and after the paid holiday.

BRMD0001-006 05/02/2021

Rates Fringes

TILE SETTER......................$ 31.18 12.60

BRMD0001-011 05/02/2021

Rates Fringes

BRICKLAYER (Excluding Pointing, Caulking and Cleaning)........................$ 34.00 12.59

BRMD0001-012 05/02/2021

Rates Fringes

MASON - STONE....................$ 40.81 19.43

BRMD0001-013 05/02/2021

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 31.18 12.60

CARP0197-001 05/01/2021

Rates Fringes

CARPENTER (Including Acoustical Ceiling Installation, Drywall Hanging, Metal Stud Installation and Form Work)......$ 30.34 13.80

CARP0219-001 05/01/2021

Rates Fringes

MILLWRIGHT.......................$ 35.34 13.53

ELEC0026-021 09/07/2020

Rates Fringes

ELECTRICIAN (Communication and Sound Equipment).............$ 29.05 11.39

* ELEC0026-022 12/06/2021

Rates Fringes

ELECTRICIAN (Including low voltage wiring for and installation of alarms, HVAC controls)........................$ 50.00 20.49+a a.PAID HOLIDAYS: New Year's Day, Inauguration Day, Martin Luther King Jr.'s Birthday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day.

ELEV0010-001 01/01/2022

Rates Fringes

ELEVATOR MECHANIC................$ 50.27 36.885+a+b

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Christmas Day and the Friday after Thanksgiving.

b. VACATIONS: Employer contributes 8% of basic hourly rate for 5 years or more of service; 6% of basic hourly rate for 6 months to 5 years of service as vacation pay credit.

ENGI0077-017 05/01/2021

Rates Fringes

POWER EQUIPMENT OPERATOR:

Backhoe.....................$ 33.36 10.55+a Bulldozer...................$ 33.36 10.55+a

a. PAID HOLIDAYS: New Year's Day, Inaugural Day, Decoration Day, Independence Day, Labor Day, Martin Luther King's Birthday, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving and Christmas Day.

IRON0005-005 06/01/2021

Rates Fringes

IRONWORKER, STRUCTURAL AND

ORNAMENTAL.......................$ 33.90 24.19

IRON0005-014 05/01/2021

Rates Fringes

IRONWORKER, REINFORCING..........$ 29.20 22.83

LABO0011-016 06/15/2020

Rates Fringes

LABORER (Common or General)......$ 17.77 8.63 LABORER: Mason Tender - Cement/Concrete..................$ 25.88 8.63 LABORER: Pipelayer..............$ 25.88 8.63

PAIN0051-014 06/01/2021

Rates Fringes

GLAZIER

Glazing Contracts $2 million and under...........$ 29.02 12.80 Glazing Contracts over $2 million.....................$ 33.26 12.80

PAIN0051-019 06/01/2021

Rates Fringes

PAINTER

Brush, Roller, Spray and Drywall Finisher/Taper......$ 25.50 11.27 Industrial..................$ 32.70 13.18

PLAS0891-005 07/01/2021

Rates Fringes

PLASTERER........................$ 30.53 7.93

PLAS0891-006 02/01/2020

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 28.82 11.68

PLAS0891-008 08/01/2016

Rates Fringes

PLASTERER (Fireproofing Including Sprayer, Mixer, and Handler) Handler.....................$ 16.50 4.89 Mixer/Pump..................$ 18.50 4.89 Sprayer.....................$ 23.00 4.89

PLUM0005-010 08/01/2021

Rates Fringes

PLUMBER..........................$ 45.92 20.35+a

a. PAID HOLIDAYS: Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving, Christmas Day, New Year's Day, Martin Luther King's Birthday, Memorial Day and the Fourth of July.

PLUM0602-011 08/01/2021

Rates Fringes

PIPEFITTER (Including HVAC Pipe and System Installation)....$ 45.39 23.12+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving and Christmas Day.

ROOF0030-016 07/01/2021

Rates Fringes

ROOFER...........................$ 31.26 14.56

SFMD0669-001 01/01/2022

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.95 24.56

SHEE0100-015 11/01/2021

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation)..........$ 44.37 21.33+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and Christmas Day

* SUMD2010-092 08/04/2010

Rates Fringes

LABORER

Grade Checker...............$ 16.00 2.90 Landscape...................$ 9.23 ** 0.00 Mason Tender - Brick........$ 13.28 ** 2.95 Mason Tender - Stone........$ 14.03 ** 0.00 Mason Tender for Pointing, Caulking and Cleaning.......$ 14.15 ** 0.00 Mortar Mixer................$ 16.61 9.08

POINTER, CAULKER, CLEANER,

Includes pointing, caulking, cleaning of existing masonry, brick, stone and cement structures (restoration work); excludes pointing, caulking, cleaning of new or replacement masonry, brick, stone or cement...........................$ 19.14

POWER EQUIPMENT OPERATOR:

Asphalt Roller..............$ 21.35 5.38 Bobcat/Skid Loader..........$ 18.05 8.78 Boom........................$ 21.44 8.29 Crane.......................$ 20.95 6.18 Excavator...................$ 20.00 0.00

Forklift....................$ 16.00 5.12 Gradall.....................$ 20.50 8.42 Grader/Blade................$ 14.50 ** 5.18 Loader......................$ 24.00 5.40 Paver.......................$ 17.47 6.36 Roller excluding Asphalt....$ 17.60 3.88

TILE FINISHER....................$ 17.87 7.32

TRUCK DRIVER

Dump Truck..................$ 15.90 1.12 Tractor Haul Truck..........$ 17.87 9.98

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($15.00) or 13658 ($11.25). Please see the Note at the top of the wage determination for more information.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"

The following have been deleted:

WAGE DETERMINATION

(End of Summary of Changes)

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SECTION 33 11 00

WATER DISTRIBUTION

02/11

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA B300 (2010; Addenda 2011) Hypochlorites

AWWA B301 (2010) Liquid Chlorine

AWWA C600 (2010) Installation of Ductile-Iron Water Mains and Their Appurtenances

AWWA C651 (2005; Errata 2005) Standard for Disinfecting Water Mains

AWWA C800 (2005) Underground Service Line Valves and Fittings

AWWA C901 (2008) Polyethylene (PE) Pressure Pipe and Tubing, 1/2 In. (13mm) Through 3 In. (76 mm), for Water Service

AWWA M23 (2002; 2nd Ed) Manual: PVC Pipe - Design and Installation

ASME INTERNATIONAL (ASME)

ASME B16.15 (2011; INT thru June 2011) Cast Copper Alloy Threaded Fittings Classes 125 and 250

ASME B16.26 (2011) Standard for Cast Copper Alloy Fittings for Flared Copper Tubes

ASTM INTERNATIONAL (ASTM)

ASTM B42 (2010) Standard Specification for Seamless Copper Pipe, Standard Sizes

ASTM B61 (2008) Standard Specification for Steam or Valve Bronze Castings

ASTM B62 (2009) Standard Specification for Composition Bronze or Ounce Metal Castings

ASTM D1785 (2012) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

SECTION 33 11 00 Page 1

ASTM D2241 (2009) Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)

ASTM D2464 (2006) Standard Specification for Threaded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80

ASTM D2466 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40

ASTM D2467 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80

ASTM D2564 (2004; R 2009; E 2010) Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems

ASTM D2774 (2012) Underground Installation of Thermoplastic Pressure Piping

ASTM D2855 (1996; R 2010) Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride) (PVC) Pipe and Fittings

ASTM F402 (2005; R 2012) Safe Handling of Solvent Cements, Primers, and Cleaners Used for Joining Thermoplastic Pipe and Fittings

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-80 (2008) Bronze Gate, Globe, Angle and Check Valves

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 24 (2013) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 704 (2012) Standard System for the Identification of the Hazards of Materials for Emergency Response

UNI-BELL PVC PIPE ASSOCIATION (UBPPA)

UBPPA UNI-B-3 (1992) Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (Nominal Diameters 4-36 Inch)

UBPPA UNI-B-8 (2000) Recommended Practice for the Direct Tapping of Polyvinyl Chloride (PVC) Pressure Water Pipe (Nominal Diameters 6-12 Inch)

SECTION 33 11 00 Page 2

1.2 DESIGN REQUIREMENTS

1.2.1 Water Service Lines

Provide water service lines and appurtenances from water distribution main to building service at the points indicated. Water service line pipe and appurtences shall be or polyvinyl chloride (PVC) plastic pipe. Valves as specified for water mains may also be used for service lines.

1.3 SUBMITTALS

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

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

SD-03 Product Data

Piping Materials

Water service line piping, fittings, joints, valves, and coupling

Valve boxes

Submit manufacturer's standard drawings or catalog cuts, except submit both drawings and cuts for push-on joints. Include information concerning gaskets with submittal for joints and couplings.

SD-06 Test Reports

Bacteriological Disinfection; G, RO

Test results from commercial laboratory verifying disinfection

SD-07 Certificates

Water service line piping, fittings, joints, valves, and coupling

Lining

Certificates shall attest that tests set forth in each applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publication. Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type, class, grade, and size of material as is being provided for the project.

SD-08 Manufacturer's Instructions

Delivery, storage, and handling

SECTION 33 11 00 Page 3

Installation procedures for water piping

1.4 DELIVERY, STORAGE, AND HANDLING

1.4.1 Delivery and Storage

Inspect materials delivered to site for damage. Unload and store with minimum handling. Store materials on site in enclosures or under protective covering. Store plastic piping, jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes, fittings, valves and hydrants free of dirt and debris.

1.4.2 Handling

Handle pipe, fittings, valves, hydrants, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Take special care to avoid injury to coatings and linings on pipe and fittings;

make repairs if coatings or linings are damaged. Do not place any other material or pipe inside a pipe or fitting after the coating has been applied. Carry, do not drag pipe to the trench. Use of pinch bars and tongs for aligning or turning pipe will be permitted only on the bare ends of the pipe. The interior of pipe and accessories shall be thoroughly cleaned of foreign matter before being lowered into the trench and shall be kept clean during laying operations by plugging or other approved method. Before installation, the pipe shall be inspected for defects.

Material found to be defective before or after laying shall be replaced with sound material without additional expense to the Government. Store rubber gaskets that are not to be installed immediately, under cover out of direct sunlight.

1.4.2.1 Polyethylene (PE) Pipe, Fittings, and Accessories

Handle PE pipe, fittings, and accessories in accordance with AWWA C901.

1.4.2.2 Miscellaneous Plastic Pipe and Fittings

Handle Polyvinyl Chloride (PVC) pipe and fittings in accordance with the manufacturer's recommendations. Store plastic piping and jointing materials that are not to be installed immediately under cover out of direct sunlight.

Storage facilities shall be classified and marked in accordance with

NFPA 704 .

PART 2 PRODUCTS

2.1 WATER SERVICE LINE MATERIALS

2.1.1 Piping Materials

2.1.1.1 Copper Pipe and Associated Fittings

Pipe, ASTM B42, regular, threaded ends. Fittings shall be brass or bronze, ASME B16.15 , 125 pound.

SECTION 33 11 00 Page 4

2.1.1.2 Plastic Piping

Plastic pipe and fittings shall bear the seal of the National Sanitation Foundation (NSF) for potable water service. Plastic pipe and fittings shall be supplied from the same manufacturer.

a. Polyvinyl Chloride (PVC) Plastic Piping with Screw Joints: ASTM D1785, Schedule 40; or ASTM D2241, with SDR as necessary to provide 150 psi minimum pressure rating. Fittings, ASTM D2466 or ASTM D2467. Pipe and fittings shall be of the same PVC plastic material and shall be one of the following pipe/fitting combinations, as marked on the pipe and fitting, respectively: PVC 1120/PVC I; PVC 1220/PVC 12; PVC 2120/PVC II; PVC 2116/PVC II. Solvent cement for jointing, ASTM D2564.

Pipe couplings, when used shall be tested as required by ASTM D2464.

b. Polyvinyl Chloride (PVC) Plastic Piping with Elastomeric-Gasket Joints:

Pipe shall conform to dimensional requirements of ASTM D1785 Schedule 40, with joints meeting the requirements of150 psi working pressure, 200 psi hydrostatic test pressure, unless otherwise shown or specified.

c. Polyvinyl Chloride (PVC) Plastic Piping with Solvent Cement Joints:

Pipe shall conform to dimensional requirements of ASTM D1785 or ASTM D2241 with joints meeting the requirements of150 psi working pressure and200 psi hydrostatic test pressure.

2.1.1.3 Insulating Joints

Joints between pipe of dissimilar metals shall have a rubber-gasketed or other suitable approved type of insulating joint or dielectric coupling which will effectively prevent metal-to-metal contact between adjacent sections of piping.

2.1.2 Water Service Line Appurtenances

2.1.2.1 Corporation Stops

Ground key type; bronze, ASTM B61 or ASTM B62; and suitable for the working pressure of the system. Ends shall be suitable for solder-joint, or flared tube compression type joint. Threaded ends for inlet and outlet of corporation stops, AWWA C800; coupling nut for connection to flared copper tubing, ASME B16.26 .

2.1.2.2 Curb or Service Stops

Ground key, round way, inverted key type; made of bronze, ASTM B61 or ASTM B62; and suitable for the working pressure of the system. Ends shall be as appropriate for connection to the service piping. Arrow shall be cast into body of the curb or service stop indicating direction of flow.

2.1.2.3 Service Clamps

Service clamps used for repairing damaged cast-iron, steel, PVC or asbestos-cement pipe shall have a pressure rating not less than that of the pipe to be connected and shall be either the single or double flattened strap type. Clamps shall have a galvanized malleable-iron body

SECTION 33 11 00 Page 5 with cadmium plated straps and nuts. Clamps shall have a rubber gasket cemented to the body.

2.1.2.4 Dielectric Fittings

Dielectric fittings shall be installed between threaded ferrous and nonferrous metallic pipe, fittings and valves, except where corporation stops join mains. Dielectric fittings shall prevent metal-to-metal contact of dissimilar metallic piping elements and shall be suitable for the required working pressure.

2.1.2.5 Gate Valves Smaller than 3 Inch in Size on Buried Piping

Gate valves smaller than 3 inch size on Buried Piping MSS SP-80 , Class 150, solid wedge, nonrising stem. Valves shall have flanged or threaded end connections, with a union on one side of the valve. Provide handwheel operators.

2.1.2.6 Valve Boxes

Provide a valve box for each gate valve . Valve boxes shall be of cast iron of a size suitable for the valve on which it is to be used and shall be adjustable. Provide a round head. Cast the word "WATER" on the lid.

The least diameter of the shaft of the box shall be5 1/4 inches.

Cast-iron box shall have a heavy coat of bituminous paint.

2.1.2.7 Tapping Sleeves

Tapping sleeves of the sizes indicated for connection to existing main shall be the cast gray, ductile, or malleable iron, split-sleeve type with flanged or grooved outlet, and with bolts, follower rings and gaskets on each end of the sleeve. Construction shall be suitable for a maximum working pressure of350 psi. Bolts shall have square heads and hexagonal nuts. Longitudinal gaskets and mechanical joints with gaskets shall be as recommended by the manufacturer of the sleeve. 2.1.2.8 Disinfection

Chlorinating materials shall conform to the following:

Chlorine, Liquid: AWWA B301.

Hypochlorite, Calcium and Sodium: AWWA B300.

PART 3 EXECUTION

3.1 INSTALLATION OF PIPELINES

3.1.1 General Requirements for Installation of Pipelines

These requirements shall apply to all pipeline installation except where specific exception is made in the "Special Requirements..." paragraphs.

3.1.1.1 Location of Water Lines

Terminate the work covered by this section at a point approximately5 feet from the building. Where the location of the water line is not clearly defined by dimensions on the drawings, do not lay water line closer horizontally than10 feet from any sewer line. Where water lines cross under gravity sewer lines, encase sewer line fully in concrete for a distance of at least10 feet on each side of the crossing, unless sewer

SECTION 33 11 00 Page 6 line is made of pressure pipe with rubber-gasketed joints and no joint is located within3 feet horizontally of the crossing. Lay water lines which cross sewer force mains and inverted siphons at least18 inches above these sewer lines; when joints in the sewer line are closer than3 feet horizontally from the water line, encase these joints in concrete. Do not lay water lines in the same trench with gas lines or electric wiring.

Where nonferrous metallic pipe, e.g. copper tubing, cross any ferrous piping, provide a minimum vertical separation of12 inches between pipes.

3.1.1.2 Earthwork

Perform earthwork operations in accordance with Section 31 00 00 EARTHWORK.

3.1.1.3 Pipe Laying and Jointing

Remove fins and burrs from pipe and fittings. Before placing in position, clean pipe, fittings, valves, and accessories, and maintain in a clean condition. Provide proper facilities for lowering sections of pipe into trenches. Do not under any circumstances drop or dump pipe, fittings, valves, or any other water line material into trenches. Cut pipe in a neat workmanlike manner accurately to length established at the site and work into place without springing or forcing. Replace by one of the proper length any pipe or fitting that does not allow sufficient space for proper installation of jointing material. Blocking or wedging between bells and spigots will not be permitted. Lay bell-and-spigot pipe with the bell end pointing in the direction of laying. Grade the pipeline in straight lines; avoid the formation of dips and low points. Support pipe at proper elevation and grade. Secure firm, uniform support. Wood support blocking will not be permitted. Lay pipe so that the full length of each section of pipe and each fitting will rest solidly on the pipe bedding; excavate recesses to accommodate bells, joints, and couplings.

Provide anchors and supports where necessary for fastening work into place. Make proper provision for expansion and contraction of pipelines.

Keep trenches free of water until joints have been properly made. At the end of each work day, close open ends of pipe temporarily with wood blocks or bulkheads. Do not lay pipe when conditions of trench or weather prevent installation. Depth of cover over top of pipe shall not be less than4 feet.

3.1.1.4 Installation of Tracer Wire

Install a continuous length of tracer wire for the full length of each run of nonmetallic pipe. Attach wire to top of pipe in such manner that it will not be displaced during construction operations. Tracer wire shall meet minimum State requirements. Tracer wire shall be 12 gage minimum solid coopper with thermoplastic insulation recommended for direct burial.

Wire connectors shall be watertight to provide electrical continuity.

Tracer wire color shall be blue for water construction and green for wastewater construction.

3.1.1.5 Connections to Existing Water Lines

Make connections to existing water lines after approval is obtained and with a minimum interruption of service on the existing line.

SECTION 33 11 00 Page 7

3.1.2 Installation of Water Service Piping

3.1.2.1 Location

Connect water service piping to the building service where the building service has been installed. Where building service has not been installed, terminate water service lines approximately5 feet from the building line; such water service lines shall be closed with plugs or caps.

3.1.2.2 Service Line Connections to Water Mains

Connect service lines to the main with a rigid connection and install a gate valve on service line below the frostline as indicated. Connect service lines to ductile-iron water mains in accordance with AWWA C600 for service taps. Connect service lines to PVC plastic water mains in accordance with UBPPA UNI-B-8 and the recommendations of AWWA M23, Chapter 9, "Service Connections."

3.1.3 Special Requirements for Installation of Water Service Piping

3.1.3.1 Installation of Metallic Piping

Install pipe and fittings in accordance with paragraph entitled "General Requirements for Installation of Pipelines" and with the applicable requirements of AWWA C600 for pipe installation, unless otherwise specified.

3.1.3.2 Installation of Plastic Piping

Install pipe and fittings in accordance with paragraph entitled "General Requirements for Installation of Pipelines" and with the applicable requirements of ASTM D2774, unless otherwise specified. Handle solvent cements used to join plastic piping in accordance with ASTM F402.

a. Jointing: Make solvent-cemented joints for PVC plastic piping using the solvent cement previously specified for this material; assemble joints in accordance with ASTM D2855. Make plastic pipe joints to other pipe materials in accordance with the recommendations of the plastic pipe manufacturer.

b. Plastic Pipe Connections to Appurtenances: Connect plastic pipe service lines to corporation stops and gate valves in accordance with the recommendations of the plastic pipe manufacturer. 3.1.3.3 Service

Lines for Sprinkler Supplies

Water service lines used to supply building sprinkler systems for fire protection shall be connected to the water distribution main in accordance with NFPA 24 .

3.1.3.4 Location of Meters

Meters and meter boxes Vaults shall be installed at the locations shown on the drawings. The meters shall be centered in the boxesvaults to allow for reading and ease of removal or maintenance.

3.1.4 Disinfection

Prior to disinfection, obtain Contracting Officer approval of the proposed method for disposal of waste water from disinfection procedures.

SECTION 33 11 00 Page 8

Disinfect new water piping and existing water piping affected by Contractor's operations in accordance with AWWA C651. Fill piping systems with solution containing minimum of 50 parts per million of available chlorine and allow solution to stand for minimum of 24 hours. Flush solution from the systems with domestic water until maximum residual chlorine content is within the range of 0.2 and 0.5 parts per million, or the residual chlorine content of domestic water supply. Obtain at least two consecutive satisfactory bacteriological samples from new water piping, analyze by a certified laboratory, and submit the results prior to the new water piping being placed into service.

3.2 FIELD QUALITY CONTROL

3.2.1 Field Tests and Inspections

Prior to…