W912DR20R0010_AMENDMENT 00002_20MAR2020.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

See Summary of Changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 20

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

16C. DATE SIGNED

BY 20-Mar-2020

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 W912DR20R0010

X 9B. DATED (SEE ITEM 11)

28-Feb-2020

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

20-Mar-2020

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:

W912DR20R0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 31-Mar-2020 11:00 AM to 07-Apr-2020 11:00 AM.

The number of offeror copies required has decreased by 4 from 5 to 1.

The following have been added by full text:

AMENDMENT 00002

Amendment 00002 All offers in response to this solicitation must be sent electronically to both Patricia.Morrow@usace.army.mil and Keilow.King@usace.army.mil no later than 07- Apr-2020 11:00 AM EST. The Government will NOT be accepting hard copy proposals in response to this solicitation. Please ensure acceptance of your electronic package. If you have any questions about electronic submission of your proposal please reach out to both Patricia.Morrow@usace.army.mil and Keilow.King@usace.army.mil BEFORE the due date to ensure timely receipt.

REQUESTS FOR INFORMATION AND GOVERNMENT RESPONSES

1.) Section 00 21 16, Paragraph 1.c. of SF 1442 states that a site visit will be held on 09 March 2020. However, this paragraph also states that we should send our list of attendees no later than 11 March 2020. Please confirm the site visit date since the attendee list due date is in conflict.

Government Response. This information was corrected via amendment 00001 dated 3 March 2020, which was posted to Beta.SAM.gov on 3 March 2020. A site visit was held on 09 March 2020 and the site visit attendee list was posted to Beta.SAM.gov.

2.) Sheet C-300A is listed on the drawing index but is not included. Please provide this drawing.

Government Response. Drawing Sheet No. C-300A is provided in this amendment.

3.) SkillCraft Question.

Government Response. FAR Clause 52.208-9 will not be added to the solicitation.

4.) What is the required equilibrium density of the structural lightweight concrete as calculated by ASTM C 567?

Government Response. Equilibrium density of structural lightweight concrete is 115 pcf.

5.) Will a demountable partition specification be issued?

Government Response. Demountable partitions are provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. The Government recognizes that prospective offerors may wish to better understand the planned demountable partition system and therefore Specification Section 10 22 19 is provided in this amendment for coordination purposes only.

6.) Spec. Section 01 22 00.00 10, Paragraph 1.1.1.2 states that potential bidders shall include a minimum of 1,000 cubic yards of rock excavation (mass excavation) in their proposal. However, Price Schedule Item 0006 indicates that 3,000 cubic yards are required. Please clarify.

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

7.) Spec. Section 01 22 00.00 10, Paragraph 1.1.3.2 states that potential bidders shall include a minimum of 3,300 linear feet of micropile drilling in their proposal. However, Price Schedule Item 0008 indicates that 4,000 linear feet is required. Please clarify.

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

8.) Please provide elevation details for the interior curtain wall at Vestibule 010 and Reception 009, as shown on A- 100A.

Government Response. Sheet No. A-633 is revised in this amendment.

9.) Spec Section 08 51 13 calls out a window series F-CW30. This is a Pella aluminum window that is glazed into wood stops. The plans, window elevations and window sectional details do not show this window type anywhere on the drawings. Please clarify if this specification is to be used. If so, please designate a window type and location.

Government Response. Refer to window types W1 and W2 for units that are referenced in the specification.

The window designation of "F-CW30" is not unique to Pella and is generally defined as follows:

"F" designates the window as fixed; "CW" designates the window as a heavy-duty commercial product with higher loading and deflection limits; and "30" designates the minimum performance grade that defines the minimum pressure requirements.

10.) Section D.6 states proposals should be submitted to the Bid Room. Section 3.b of "A Note to Offerors" states bids should be received at Room 03-G-23. Please clarify the room where proposals should be delivered.

Government Response. All offers in response to this solicitation must be sent electronically to both Patricia.Morrow@usace.army.mil and Keilow.King@usace.army.mil no later than specified in Box13. The Government will NOT be accepting hard copy proposals in response to this solicitation. Please ensure acceptance of your electronic package. If you have any questions about electronic submission of your proposal please reach out to both Patricia.Morrow@usace.army.mil and Keilow.King@usace.army.mil BEFORE the due date to ensure timely receipt.

11.) Section D.3 Volume I states "The total number of pages must not exceed 25 pages for both Projects and Management Approach combined." Please confirm the maximum page limit does not include tabs, cover page, table of contents, and flysheets.

Government Response. Tabs, Cover page, table of contents and flysheet are not included in the page count.

12.) Section D.4 Volume II names Factor 4 as Small Business Proposal. Section C.3. Volume II Evaluation Criteria (Factor 3: Small Business Participation Plan (SBPP)) names Factor 3 as the Small Business Plan. Please clarify which Factor is the Small Business Plan.

Government Response. Reference: 4. Volume II (Tab 1 and Tab 2) Factor 3 is the Small Business Participation Plan and Factor 4 is the price schedule.

13.) Section D.4 Volume II names Factor 5 as Price Schedule. Section C.4 Volume III – Factor 4 – Price names Factor 4 as Price and puts it in Volume III. Please clarify which factor is Price and which Volume it should be included in.

Government Response. Reference: 4. Volume II (Tab 1 and Tab 2). Factor 3 is the Small Business Participation Plan and Factor 4 is the price schedule.

14.) Spec section 23 64 26 paragraph 2.4.4 says butterfly valves cannot be used, the details on M-601 and M-602 show butterfly valves at the equipment. Please confirm butterfly valves cannot be used?

Government Response. Confirmed. Butterfly valves shall not be used at the Government's direction.

15.) Construction Spec 011400.1.3.2.7 states that "special requirements are required to gain access to a secure facility including but not limited to being a US Citizen or documented legal resident alien". On page 10 of the Solicitation, under section C (Evaluation Approach), it states we must provide a statement that all individuals, including subcontractors, working on this project shall be US Citizens. Are documented legal resident aliens allowed to participate in this project?

Government Response. All individuals must either be a US citizen or have US citizenship with proper documentation (ie. green card). They must be able to pass a background check.

16.) Construction Specification 013000.1.7 - Permits: Are any local, city, county or state permits (or inspections) required for this project? Please clarify what additional permits would be required for this project.

Government Response. Special Inspections are indicated on Sheet No. S-003 and elsewhere as noted in the specifications. The successful offeror will be provided with the E&SC and SMW permits with the Notice to Proceed. The NPDES permit will be submitted by the Government and transferred to the successful offeror following the Notice to Proceed.

17.) Door hardware sets are needed for all storefront doors: #009, #010-A, #010-B, #106, #136-A, #136-B, #RT1-A and #RT1-B.

Government Response. Provide all hardware as listed in Specification Section 08 41 13 unless otherwise qualified in the "Comments" column of the Door Schedule on Sheet No. A-621.

18.) Referencing sheet E-502 detail 1, please provide sizing requirements for electrical manhole.

Government Response. The referenced detail in association with Detail No. 3 on Sheet No. E-502 sufficiently shows the size of the manhole and lid.

19.) Per the pricing schedule, please confirm if CLIN 0008 (micropile drilling) and CLIN 0009 (flowable fill) are all the costs associated with this bid or are these CLIN items above and beyond the work shown in the bid documents and micropile drilling / flowable fill shown and/or specified will need to be included in CLIN Item 0001.

Government Response. CLIN 0001 through CLIN 0009 represent the total estimated base bid amount and should be counted only one time each.

20.) Please confirm that all construction personnel, general contractor and subcontractors, are required to be US Citizens and legal to work personnel (IE green card) are prohibited from working on this project.

Government Response. All individuals must either be a US citizen or have US citizenship with proper documentation (ie. green card). They must be able to pass a background check.

21.) Per the pricing schedule, CLIN Item 0008 has the estimated quantity of 4,000 LF for the micropile drilling, spec section 012200.0010 part 1.1.3.2 states that the quantity for CLIN 0008 is 3300 LF. Please confirm which is correct.

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

22.) Per the pricing schedule, CLIN Item 0006 has the estimated quantity of 3,000 CY for the micropile drilling, spec section 012200.0010 part 1.1.1.2 states that the quantity for CLIN 0006 is 1,000 CY. Please confirm which is correct.

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

23.) Per spec section 015000 part 3.3.2b, it states that the reasonable amounts of electricity will be provided to the contractor at the prevailing rate. Please clarify what the rate will be for electric consumption charges on this project.

Government Response. For bidding purposes, prospective bidder can assume $0.0989/kWh.

24.) Spec Section 088100 part 3.5e calls for glass type GL-P for interior demountable glass partitions but no spec section was provided for the demountables. Please provide this specification section.

Government Response. Demountable partitions are provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. The Government recognizes that prospective offerors may wish to better understand the planned demountable partition system and therefore Specification Section 10 22 19 is provided in this amendment for coordination purposes only.

25.) Per the pricing schedule, please confirm if CLIN 0006 (rock removal - mass excavation) and CLIN 0007 (rock removal - trench) are all the costs associated with this bid or are these CLIN items above and beyond the work shown in the bid documents and rock removal work costs shown and/or specified will need to be included in CLIN Item 0002.

Government Response. CLIN 0001 through CLIN 0009 represent the total estimated base bid amount and should be counted only one time each.

26.) Referencing sheet E-002, please confirm a 4-way duct bank should run from the power pole to EMH-1 where it then splits into two separate 2-way duct banks, with one duct bank running to the new transformer and another running to the existing transformer at building #810.

Government Response. The intent is for two separate 2-way ductbanks as shown on Sheet No. E-002 and Detail No. 3

27.) Referencing sheet E-002 detail 2, please confirm the new utility pole is to be provided and installed by the general contractor.

Government Response. Confirmed. The cost of the utility pole should be included.

28.) Referencing sheet E-002 note 17 and 15, please confirm the primary service cabling and utility transformer is to be provided and install by the general contractor.

Government Response. Confirmed. The cost of the cabling and transformer shall be included.

29.) Referencing sheet E-002 note 17, please confirm if the service to existing building #810 is supposed to be the same feeder as the new building. If not, please confirm feeder size for existing building.

Government Response. Confirmed. Separate feeders of the same size are required for USAMRAA-HQ and Building 810.

30.) Referencing sheet T-601 and T-602, please confirm the ADN/RSU demarc location and rough quantity distance to location, or clarify if we are to pull cabling to existing communications manhole MH-42B only.

Government Response. Outside plant fiber cabling and pathways shall be provided between MH-42B and Telecom/035.

31.) Drawing A-444 states that all millwork in the lactation room, copy rooms, and pantry/lounge is part of the FF&E package and all countertops and backsplashes will be provided by the Contractor. Is the intent that millwork (By FF&E) and countertops/backsplashes (By Contractor) will be installed concurrently during the construction phase or should the Contractor provide-only countertops/backsplashes to be installed by FF&E contractor after the construction phase?

Government Response. Refer to CLIN 0011. Prospective offerors should include providing and installing of countertops and backsplashes (including coordination with others) during the installation the furnishing, fixtures, and equipment package that will be issued by the Government at a later date.

32.) Spec. 10 56 26 – Mobile Storage Shelving, Section 2.6 indicates steel-bracketed shelving. However, Section 2.7 indicates steel four-post shelving. Please clarify which type is required.

Government Response. Mobile storage shelving will be provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. Specification Section 10 56 26 is included in the documents for coordination purposes only.

33.) Note 3 on A-444 states that the CID Binder should be referenced for details. Will the CID Binder be provided?

Government Response. The CID Binder will be provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date.

34.) A-100A indicates Partition Type G1 at the lower left side of Stair 1. However, Detail 3/A-431 indicates Partition Type A3 at the same location. Please clarify what Partition Type is required for this location.

Government Response. Provide partition type G1.

35.) In order to submit important RFIs, subcontractors and vendors will need ample time to review the documents.

Therefore, we request an RFI extension.

Government Response. No RFI extension.

36.) Are column covers required at the columns shown on details 7/A-511 and 1/A-511? If so, please provide the material and a specification or BOD.

Government Response. Column covers are not required. Provide painted round hollow structural sections (HSS10x0.250) as indicated on Sheet No. S-602

37.) Are column covers required at the columns shown on details 7/A-511 and 1/A-511? If so, please provide the material and a specification or BOD.

Government Response. Column covers are not required. Provide painted round hollow structural sections (HSS10x0.250) as indicated on Sheet No. S-602.

38.) There are no door hardware sets indicated for doors 009, 010-A, 010-B, 106, RT1-A, and RT1-B on drawing A- 621 or in Spec. Section 08 71 00. Please clarify the door hardware sets required for these doors.

Government Response. Provide all hardware as listed in Specification Section 08 41 13 unless otherwise qualified in the "Comments" column of the Door Schedule on Sheet No. A-621.

39.) We request a proposal due date extension.

Government Response. Please see Box13.

40.) Spec. Section 08 81 00, Section 3.5 calls for glazing type GL-1 at South-West & South-East, GL-1S at South- West & South-East, GL-2 at North-East & North-West, and GL-2S at North-East & North-West. This conflicts with glazing types shown on A-201, A-632, and A-633. Please clarify.

Government Response. The specification is stating the general rule or principle for the glazing – GL-1 on the more solar exposed sides and GL-2 on the less exposed sides. However, there are exceptions to the rule for the window walls as shown on drawings A-632 and A-633 (the drawings are correct). The specification is expressed in true north while the elevations use plan north. To clarify the above passage in the specification using plan north we would have:

-GL-1 and GL-1S for the punched windows on South and East elevations – but refer to drawings for the window walls.

-GL-2 and GL-2S for the punched windows on North and West elevations – but refer to drawings for the window walls.

41.) Details 6/S-502 and 7/S-502 indicate "micropile reinforcement by micropile contractor". However, no reinforcement details are shown. Please provide reinforcement details.

Government Response. Reinforcing as shown is diagrammatic and shall be provided only to the extent required by the micropile delegated design engineer as described in Sheet No. S-002, Note No. H and Sheet No.

S-001, Note No. C3.

42.) Are the Type D Demountable Partitions part of the FF&E package that is provided by the owner and not in our scope? If not, please provide a spec.

Government Response. Demountable partitions are provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. The Government recognizes that prospective offerors may wish to better understand the planned demountable partition system and therefore Specification Section 10 22 19 is provided in this amendment for coordination purposes only.

43.) Refer to Drawing CS-100. Regarding Optional Bid Item #0010, in the area of the proposed 55 parking spaces, what is the proposed condition of this area if the optional parking spaces are not constructed?

Government Response. Reference plan note on Sheet No. CS-100 indicating "PROPOSED 61 PARKING SPACES TO BE PART OF BASE BID". Reference plan note on Sheet No. CS-100 indicating "PROPOSED 55 PARING SPACES TO BE PART OF BID OPTION" for area to be included in CLIN 0010.

44.) Micropile question. Section 01 22 00.00, 1.1.3.2 says "The total drilling depth of all micropiles for which payment will be made will be the theoretical quantity greater than 20% of the cumulative length as could be reasonably determined by evaluating the existing geotechnical information provided with the Contract Document and as necessary to achieve the required frictional resistance as prescribed in the drawings and specifications. Potential bidders shall include a minimum of 3300 linear feet of micropile drilling within their proposals. When supported by verifiable documentation, additional micropile drilling will be compensated on a unit as provided by the Contractor in the proposed Bid Schedule." The Price Schedule Item #0008 tells us to include 4000 LF of micropiles. This conflicts with the spec. Please clarify what quantity of micropiles to include. Since we are being provided an exact bid quantity, shouldn't additional / reduced footage be based on field measured quantity vs. bid quantity?

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

45.) Rock question. Section 01 22 00.00, 1.1.2.2 says "The total quantity of excavated rock material for which payment will be made will be the difference between the quantities that can be reasonably determined in Section 31 00 00 EARTHWORK and the ultimate volume of rock removed." The Price Schedule item #0006 tells us to include 3000 CY of mass rock, and item #0007 tells us to include 320 CY of trench rock. This conflicts with the spec. Please confirm if we are to include only the 3000 CY of mass rock and 320 CY of trench rock per the Price Schedule.

Government Response. Follow the requirements as outlined in the Price Schedule. Section 01 22 00.00 10 is revised in this amendment.

46.) Reference Spec Section 071400 - Bituminous Damp proofing. Is this spec applicable to the project? No bituminous damp proofing is shown on the drawings.

Government Response. Section 071400 Bituminous Damp proofing is not applicable and can be deleted from the project specification.

47.) Reference sheet AS-001. Please provide specifications and details on the site furnishing outdoor benches.

Government Response. Benches will be provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date.

48.) Reference sheet CS-100, site plan key note 20. Please confirm how many barrier gates there are for this project.

Government Response. Provide and install a double active vehicle barrier gate at the entrance to the Loading Area east of the building.

49.) Reference Spec Section 347113.19 - Active Vehicle Barriers. Please provide details, including foundation design, height, width.

Government Response. Design of the active vehicle barriers should be a delegated design responsibility of the manufacturer.

50.) Reference Spec Section 323113.53 - Security Fences and Gates. Please confirm the location of the fence and gates. If fences and gates apply to this project, please provide details and the height of said items.

Government Response. Fences and gates beyond those required for temporary construction are limited to those shown at the Utility Yard east of the building (reference Sheet No. A-421).

51.) Reference sheet CD-100, demolition keynotes 5 and 6. Please confirm that the existing building 843, and existing concrete sidewalks for building 843 are not in this contract, and to be demolished by others.

Government Response. All above grade structure associated with existing Building 843 as noted in Note No. 5 will be demolished by the Government prior to the notice to Proceed. Sidewalks as shown should be removed by prospective offerors.

52.) Reference sheet CD-100. Please confirm if the Existing Metal Building located South from Ex. Metal Building T-818 is to be demolished by others? This building currently has two conflicting demolition keynotes, Note #2 stating that it's to be demolished, and Note #5 stating it's to be demolished by others.

Government Response. All above grade structure associated with existing Building 843 as noted in Note No. 5 will be demolished by the Government prior to the Notice to Proceed.

53.) Please clarify the RCP to identify the correct ceiling tiles. On level 02 Segment A it shows ACT-04 along the South side of the Core, with part of segment B showing the ACT-04. On level 02 Segment B is shows what appears to be ACT-01 or 02 in the same area, south of the core build. Similar on Level 03.

Government Response. ACT-04 is limited to the area shown on Level 01, between Column Lines "C6" and "D5".

54.) Option 10, the extension of the chandler parking area, already looks like a parking area exists. Please verify what the scope of work is for this area. Is it just added storm drains and site lighting with pavement markings as there are no asphalt paving sections contained in the contract drawings?

Government Response. Reference plan note on Sheet No. CS-100 indicating “PROPOSED 61 PARKING SPACES TO BE PART OF BASE BID”. Reference plan note on Sheet No. CS-100 indicating “PROPOSED 55 PARKING SPACES TO BE PART OF BID OPTION” for area to be included in CLIN 0010.

55.) Please provide specification for the writable film indicated on the demountable partitions.

Government Response. Demountable partitions are provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. The Government recognizes that prospective offerors may wish to better understand the planned demountable partition system and therefore Specification Section 10 22 19 is being provided for coordination purposes only.

56.) Please provide a specification for the demountable partitions or confirm whether these are a part of the government's FFE package.

Government Response. Demountable partitions are provided as part of the furnishing, fixtures, and equipment package that will be issued by the Government at a later date. The Government recognizes that prospective offerors may wish to better understand the planned demountable partition system and therefore Specification Section 10 22 19 is being provided for coordination purposes only.

57.) Please provide specifications for the cast stone indicated on the contract drawings.

Government Response. Refer to Specification Section 04 20 00 (and ASTM C1364 as referenced therein).

58.) Please provide specifications for the mechanical enclosure which is stated to be a delegated design feature.

Government Response. The delegated design is limited to the fencing system as described on Sheet No. A-421 and Specification Section 32 31 13.53.

59.) Please identify where the damp proofing is required as there seem to be no indications on the drawings as to where this applies.

Government Response. Section 071400 Bituminous Damp proofing is not applicable and can be deleted from the project specification.

SPECIFICATIONS:

1. Section 01 22 00.00 10: Delete this section as originally issued and substitute the attached like-numbered section, dated 3/18/20.

2. Section 07 81 00: Add attached new Section 07 81 00 to Division 7 of the specifications.

3. Section 10 22 19: Attached new Section 10 22 19 is provided principally for reference and coordination purposes. Prospective offers shall note that with the exception of coordination as required under Price Schedule CLIN 0011, all work in this section will be furnished by the Government as part of the furnishing, fixtures, and equipment (FF&E) effort.

DRAWINGS:

4. Sheet C-300A: Add this attached sheet, dated 3/18/2020, which was inadvertently deleted from the originally issued drawings.

5. Sheet A-633: Delete this sheet as originally issued and substitute the attached like-numbered sheet, dated 3/18/2020.

GENERAL:

6. USAMRAA Site Visit Sign-In: USAMRAA Site Visit Sign-In, dated 09 Mar 2020, is attached for information only.

ATTACHMENTS:

1. New Sheet C-300A

2. Revised Sheet A-633

3. Revised Section 01 22 00.00 10, dated 3/18/20

4. New Section 07 81 00

5. New Section 10 22 19

6. USAMRAA Site Visit Sign-In, dated 09 Mar 2020

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

WAGE DETERMINATION

"General Decision Number: MD20200042 03/13/2020

Superseded General Decision Number: MD20190042

State: Maryland

Construction Type: Building

County: Frederick County in Maryland.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 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 calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 01/24/2020 2 02/07/2020 3 02/14/2020 4 02/28/2020 5 03/13/2020

ASBE0024-007 04/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 36.53 16.42+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 04/01/2019

Rates Fringes

ASBESTOS WORKER: HAZARDOUS

MATERIAL HANDLER (Removal of hazardous material from ceilings, floors, mechanical systems, and walls)..............$ 23.71 7.44

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 04/28/2019

Rates Fringes

TILE SETTER......................$ 29.12 12.27

BRMD0001-009 04/28/2019

Rates Fringes

TILE FINISHER....................$ 24.10 11.24

BRMD0001-010 04/28/2019

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 29.12 12.27

BRMD0001-011 04/28/2019

Rates Fringes

BRICKLAYER (Excluding Pointing, Caulking and Cleaning)........................$ 32.00 11.56

BRMD0001-012 04/28/2019

Rates Fringes

MASON - STONE....................$ 38.81 18.29

CARP0197-005 04/01/2019

Rates Fringes

CARPENTER (Including Acoustical Ceiling Installation, Drywall Hanging, Form Work and Metal Stud Installation)...............$ 26.66 14.83

CARP0219-002 05/01/2019

Rates Fringes

MILLWRIGHT.......................$ 33.56 14.93

ELEC0024-012 06/02/2019

Rates Fringes

ELECTRICIAN (Including low voltage wiring for and installation of alarms; HVAC controls)........................$ 38.00 5.25%+16.19

ELEC0024-013 06/02/2019

Rates Fringes

ELECTRICIAN (Communication and Sound Equipment).............$ 28.43 4.75%+13.02

PAID HOLIDAYS: New Year's Day, Memorial Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day, Day after Thanksgiving, Christmas Day

ELEV0007-001 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 48.42 34.765+a+b

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

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

ENGI0037-030 04/01/2017

Rates Fringes

POWER EQUIPMENT OPERATOR:

Backhoe.....................$ 28.93 12.85+a Bulldozer...................$ 28.93 12.85+a

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

IRON0005-015 07/01/2019

IRONWORKER, ORNAMENTAL,

REINFORCING AND STRUCTURAL.......$ 30.13 22.00

LABO0616-014 05/01/2019

Rates Fringes

LABORER: Mason Tender - Cement/Concrete..................$ 21.19 20.15 LABORER: Pipelayer..............$ 21.19 20.15

PAIN0051-019 06/01/2018

Rates Fringes

PAINTER

Brush, Roller, Spray and Drywall Finisher/Taper......$ 25.06 9.76 Industrial..................$ 31.10 11.48

PLAS0891-005 07/01/2018

Rates Fringes

PLASTERER........................$ 29.53 6.80

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

PLUM0486-013 12/16/2018

Rates Fringes

PLUMBER..........................$ 40.10 19.89

PLUM0486-019 12/16/2018

PIPEFITTER (HVAC Pipe and

System Installation Only)........$ 40.10 19.89

ROOF0030-025 07/01/2019

South and West of Route No.270 from the intersection of the Montgomery County Line to Route No.70, south and west of Route No.70 to the intersection of Route No.70 and the Washington County Line

Rates Fringes

ROOFER...........................$ 30.25 13.24

ROOF0030-031 07/01/2019

East of Routes 70 and 270

Rates Fringes

ROOFER...........................$ 26.44 12.24

* SFMD0669-001 01/02/2020

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 35.70 22.38

SHEE0100-023 07/01/2019

Rates Fringes

SHEETMETAL WORKER, Including HVAC Duct Installation...........$ 40.77 21.35+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

SUMD2010-090 04/30/2010

Rates Fringes

GLAZIER..........................$ 17.64 1.17

LABORER: Common or General......$ 10.61 0.00

LABORER: Grade Checker..........$ 16.00 2.90

LABORER: Landscape..............$ 9.23 0.00

LABORER: Mason Tender - Brick...$ 13.00 0.00

LABORER: Mason Tender - Stone...$ 14.03 0.00

LABORER: Mortar Mixer...........$ 16.61 9.08

LABORER: Mason Tender (for Pointing, Caulking, Cleaning)....$ 13.25 0.00

OPERATOR: Asphalt Roller........$ 21.35 5.38

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 18.05 8.78

OPERATOR: Boom..................$ 21.44 8.29

OPERATOR: Crane.................$ 20.95 6.18

OPERATOR: Excavator.............$ 20.00 0.00

OPERATOR: Forklift..............$ 16.00 5.12

OPERATOR: Gradall...............$ 20.50 8.42

OPERATOR: Grader/Blade..........$ 14.50 5.18

OPERATOR: Loader................$ 22.75 4.91

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 17.47 6.36

OPERATOR: Roller excluding Asphalt..........................$ 17.60 3.88

PIPEFITTER (Excluding HVAC Pipe and System Installation)....$ 28.96 11.35

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...........................$ 19.17 0.00

TRUCK DRIVER: Dump Truck........$ 15.90 1.12

TRUCK DRIVER: Tractor Haul Truck............................$ 17.87 9.98

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

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 www.dol.gov/whd/govcontracts.

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 Regional Office for the area in which the survey was conducted because those Regional Offices have 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 DECISION"

(End of Summary of Changes)

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ORIGINAL DOCUMENTS 11/20/2019

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MDE # 19-SF-0096

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LEGEND

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

LIMIT OF DISTURBANCE

SUPER SILT FENCE

DIVERSION FENCE

SILT FENCE ON PAVEMENT

CURB INLET PROTECTION

AT GRADE INLET PROTECTION

STABILIZED CONSTRUCTION ENTRANCE

CONCRETE WASH STATION

00 30' 60'

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SCALE: 1" = 30'

EROSION AND SEDIMENT CONTROL PLAN (PHASE I)

SCE

GRAPHIC SCALE

GENERAL NOTES:

1. WHERE NO SCE IS PROVIDED, THE CONTRACTOR SHALL DESIGNATE PIECES OF

CONSTRUCTION EQUIPMENT THAT SHALL BE ALLOWED WITHIN THE LIMIT OF

DISTURBANCE (LOD). THIS EQUIPMENT SHALL BE KEPT WITHIN THE LOD UNTIL

THE PROPOSED WORK IS COMPLETE AND SHALL HAVE TREADS/TIRES

CLEANED PRIOR TO LEAVING THE LOD. ALL MATERIAL REMOVAL/LOAD OUT

SHALL BE LIFTED FROM THE LOD.

2. NO AREAS SHALL BE LEFT UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS

DIRECTED TO AN MDE APPROVED SEDIMENT CONTROL DEVICE.

3. STOCKPILE AREAS ON PAVEMENT SHALL NOT BE USED FOR PLACEMENT OR

STORAGE OF ANY ERODIBLE MATERIALS.

4. CONTRACTOR TO NOTE THAT SURPLUS SATISFACTORY AND UNSATISFACTORY

EXCAVATED MATERIAL NOT REQUIRED FOR FILL OR EMBANKMENT SHALL BE

DISPOSED OF OFF GOVERNMENT CONTROLLED LAND AT CONTRACTOR'S

EXPENSE. ALL SURPLUS MATERIAL IS TO BE PROPERLY DISPOSED OF AT AN

APPROVED MDE STOCKPILE/WASTE AREA SITE.

5. SEASONAL GROUND WATER LEVELS ARE ANTICIPATED TO BE BELOW

EXCAVATION LEVELS, HOWEVER PERCHED WATER MAY BE ENCOUNTERED AT

LEVELS OF EXCAVATION. CONTRACTOR IS TO FIELD LOCATE SUMP PUMPS,

FILTER BAGS, AND HOSES AS NEEDED TO DEWATER EXCAVATIONS FOR

UTILITY INSTALLATIONS AND UNDERGROUND STRUCTURES WITHIN THE LIMITS

OF DISTURBANCE.

6. CONTRACTOR TO CLEAR ACCUMULATED SEDIMENT FROM ROADWAYS DAILY.

STANDARD STABILIZATION NOTE:

1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION MUST BE COMPLETED WITHIN:

1.1. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES,

SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN

3:1 (H:V):

1.2. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED

AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

SAME DAY STABILIZATION NOTE:

1. ALL WORK SHOWN IN THE DESIGNATED AREA SHALL BE DONE USING THE METHOD

OF SAME DAY STABILIZATION. NO MORE LAND AREA OR LENGTH OF CHANNEL SHALL

BE DISTURBED THAN CAN BE BACKFILLED, COMPACTED AND STABILIZED BY THE

END OF THE SAME WORKDAY. ALL DISTURBED AREAS THAT DO NOT DRAIN TO A

SEDIMENT CONTROL DEVICE SHALL BE STABILIZED BY THE END OF THE SAME

WORKDAY. NO DISTURBED AREA SHALL BE LEFT UNSTABILIZED OVERNIGHT UNLESS

THE RUNOFF IS DIRECTED TO AN MDE APPROVED SEDIMENT CONTROL DEVICE. FOR

WORK IN PAVED AREAS, THE BASE COURSE LAYER MUST BE PLACED BY THE END

OF SAME WORK DAY TO QUALIFY AS SAME DAY STABILIZATION.

SEQUENCE OF CONSTRUCTION PHASE-I

1. THE CONTRACTOR SHALL NOTIFY THE MARYLAND DEPARTMENT OF THE

ENVIRONMENT (MDE) WATER MANAGEMENT ADMINISTRATION (WMA) AT (410)

537-3510 AT LEAST SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBANCE

ACTIVITY. CONTRACTOR SHALL BE REQUIRED TO HOLD A PRE-CONTRUCTION

MEETING BETWEEN PROJECT REPRESENTATIVE AND A REPRESENTATIVE OF WMA.

2. CONTRACTOR SHALL STAKE OUT THE LIMIT OF DISTURBANCE.

3. WITH PERMISSION FROM THE WMA INSPECTOR STABILIZED CONSTRUCTION

ENTRANCES (SCE) SHALL BE INSTALLED AS SHOWN ON THE PLAN, IF NEEDED

INSTALL TEMPORARY PIPE AND MOUNTABLE BERM.

4. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SUCH AS DIVERSION

FENCE, SUPER SILT FENCE, SILT FENCE ON PAVEMENT , ETC.

5. ONCE WMA INSPECTOR HAS APPROVED THE EROSION AND SEDIMENT CONTROL

MEASURES IN PLACE , INITIATE LAND DISTURBANCE ACTIVITY SUCH AS DEMOLITION

OF THE EXISTING BUILDING AND THE UTILITIES, AS SHOWN ON SHEET CD-100 AND

CD-101.

C-508

C-508

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C-509

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C-509

CWS

C-510

NOTES:

1. FOR DETAILED DRAINAGE AREA MAP SEE SHEET V-102.

2. THIS PLAN IS FOR THE EROSION AND SEDIMENT CONTROL MEASURES ONLY.

C-300A

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MATCHLINE -SEE SHEET C-300

PROPOSED REALIGNMENT OF 4" GAS LINE FROM DITTO ROAD

TO BE CONSTRUCTED DURING THE PHASE I. THE CONSTRUCTION

OF THE GAS LINE IS THE RESPONSIBILITY OF WASHINGTON GAS

COMPANY. THIS PROPOSED UTILITY WORK WILL FALL UNDER SAME

DAY STABILIZATION.

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