W911SA-18-B-2020_Amendment_0002(f).pdf

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Attached to
Replace Water Mains, Fort McCoy, WI Federal contract opportunity
Solicitation number
W911SA18B2020
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Amendment 0002

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W911SA18B2020_Abstract.pdf PDF
W911SA18B2020_Attachment_6_CLIN_0004_So_M_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_8_CLIN_0006_East_O_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_5_CLIN_0003_POW_Road_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_3_CLIN_0001_So_B&C_Streets_Drawings_Revised_.pdf PDF
W911SA18B2020_Attachment_14_Wage_Determination_WI180008_08-24-2018.pdf PDF
W911SA18B2020_Attachment_4_CLIN_0002_HQ_Road_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_7_CLIN_0005_East_N_Street_Drawings_Revised.pdf PDF
W911SA18B20200005_Solicitation_Amendment_0005.docx DOCX document
W911SA18B2020_Attachment_9_CLIN_0007_So_N_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_16_Historical_Data.pdf PDF
W911SA18B2020_Attachment_11_CLIN_0009_So_Q_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_12_CLIN_0010_So_H_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_13_CLIN_0011_So_I_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_10_CLIN_0008_So_P_Street_Drawings_Revised.pdf PDF
W911SA18B2020_Attachment_2_Specifications_-_Revised_08242018.pdf PDF
W911SA18B20200004_Solicitation_Amendment_0004.docx DOCX document
W911SA-18-B-2020_Amendment_0003(f).pdf PDF
W911SA18B2020_Attachment_14_Wage_Determination_WI180008_07-20-2018.pdf PDF
W911SA18B20200001_Amendment_0001.docx DOCX document
W911SA18B2020_Attachment_1_AT_OPSEC.pdf PDF
W911SA18B2020_Attachment_9_CLIN_0007_So_N_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_4_CLIN_0002_HQ_Road_Drawings.pdf PDF
W911SA18B2020_Attachment_2_Specifications.pdf PDF
W911SA18B2020_Attachment_14_Wage_Determination_WI180008_06-22-2018.pdf PDF
W911SA18B2020_Attachment_6_CLIN_0004_So_M_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_3_CLIN_0001_So_B&C_Streets_Drawings.pdf PDF
W911SA18B2020_Solicitation.docx DOCX document
W911SA18B2020_Attachment_7_CLIN_0005_East_N_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_10_CLIN_0008_So_P_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_13_CLIN_0011_So_I_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_5_CLIN_0003_POW_Road_Drawings.pdf PDF
W911SA18B2020_Attachment_15_SF24.pdf PDF
W911SA18B2020_Attachment_12_CLIN_0010_So_H_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_11_CLIN_0009_So_Q_Street_Drawings.pdf PDF
W911SA18B2020_Attachment_8_CLIN_0006_East_O_Street_Drawings.pdf PDF
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Text version

0011185014-0002

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 solicitation amendment 0002 is to answ er contractor questions.

Eve Day, Contract Specialist Phone: 608-388-2263 Email: eve.k.day.civ@mail.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 20-Aug-2018

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 W911SA18B2020

X 9B. DATED (SEE ITEM 11)

18-Jul-2018

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 is extended, X 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

17-Aug-2018

CODE

MICC - FT MCCOY

BLDG 1108 SOUTH R ST

FORT MCCOY WI 54656-5153

W911SA 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911SA18B2020

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

CONTRACTOR Q&A

Q1. Can we get a schedule of when the Challenge Academy will not have cadet training in the 2018/2019 seasons?

Work along H Street will be a lot easier and safer without cadets in the area.

A1. Per Attachment 2 Specifications Section 01019 Paragraph 3.01 A., winter work is not authorized during the period 1 December through 1 April. Scheduling is coordinated through the COR after the contract is awarded and scheduling is not guaranteed in advance of the required coordination. The Challenge Academy will have a break mid-June to mid-July.

For clarification, per Section 01019 Paragraph 3.01 C. work shall not be performed when extreme temperatures are outside of acceptable range, and the acceptable range of temperatures is determined by Fort McCoy (weather alerts or hazards) and the manufacturer for each installation item and method including yet not limited to pipe, equipment, and electrofusion joining.

Q2. HDPE pipe needs to be installed by a certified installer. Can you tell me which certifications are acceptable?

A2. For HDPE piping, acceptable certification must meet the requirements of PPI TN-42, Recommended Minimum Training Guidelines for PE Pipe Butt Fusion Joining Operators for Municipal and Industrial Projects. Factory certifications from a manufacturer may be acceptable when the factory certification program meets the all of the requirements of PPI TN-42 for both HDPE pipe installation and the required method of butt fusion joining. For additional quality control requirements (welding, plumbing, HDPE piping installation, electrical), refer to Attachment 2 Specifications in its entirety including Section 01000, Paragraphs 1.05 A. through E.

Q3. Is the dewatering by general contractor? Fort McCoy will not pay any additional fees for dewatering?

A3. Per Attachment 2 Specifications Section 01019 1.01 D., the Contractor is required to provide incidental dewatering in compliance with Section 02315 and per Section 01019 2.01 Bid Schedule, many line items include dewatering as part of the required work. For additional dewatering requirements, refer to Attachment 2 Specifications in its entirety including yet not limited to Section 02315 Paragraph 3.09 (all) and Section 02317 1.01 F., 3.07 (all), and 3.08 (all). Since dewatering may vary for each project site, the Contractor may consider including the assumed extent of reasonably expected dewatering measures for each project in the Proposal Cover Letter under Assumptions. All dewatering measures must meet requirements per Attachment 2 Specifications in its entirety.

Q4. If we are to dig across asphalt roadways are gravel patches acceptable for the winter or is cold patch required?

A4. Winter work is not authorized during the period 1 December through 1 April as stated in Contract documents per Specification Section 01019, Paragraph 3.01 A. Cold patch and cold patch methods are not authorized for construction. For asphalt repair requirements, refer to Attachment 2 Specifications Section 02740 Hot Mix Asphalt Pavement.

Q5. Since we will be digging in or along the street curbing, will the road be closed while we work for safety?

A5. For all work around or involving roadways, refer to Attachment 2 Specifications Section 01000, Paragraph 1.04 J. (all) for road closure and traffic work requirements. Road closures must be scheduled and coordinated in advance to meet Fort McCoy requirements, and scheduling cannot be guaranteed.

Q6. Are we to provide traffic control for closed streets or just barricades and signs?

A6. For all work around or involving roadways, refer to Attachment 2 Specifications Section 01000, Paragraph 1.04 J. (all) for road closure, coordination, signage, and traffic management requirements. For additional requirements for traffic control measures including signage and barricades, refer to Attachment 2 Specifications in its entirety including yet not limited to Section 02315 Paragraph 3.01 (all), Section 02317 Paragraph 3.01 (all), and Section 02010 Paragraph 1.05 (all).

W911SA18B2020

Q7. It was mentioned (in the site visit) that the utilities could be in the street or running on the side of the street.

Who is responsible for location?

A7. For protection of existing utilities including requirements for utility locates, refer to Attachment 2 Specifications Section 02010, Paragraph 1.05 E. and Paragraph 3.02 (all). For additional requirements for utility locates, refer to Attachment 2 Specifications in its entirety including yet not limited to Section 02317 Paragraph 3.02 (all).

Q8. If a trench must be left open overnight, are trench plates sufficient?

A8. Trenches must not be left open overnight, and trench plates are not sufficient. For open trench work areas, refer to Attachment 2 Specifications Section 02317, Paragraph 3.06 (all) and Section 02317 (all). Per Section 02317 (all), trenches must be backfilled to existing grade at completion of each day’s work to within one pipe length of complete pipe installation, facility access must be maintained, and construction fence barricades are required around open trenches and pits when left unattended.

Q9. Are there any soil borings for the Fort or for the locations of the watermain replacement project areas?

A9. DPW does not have specific soil borings data compiled for the water main replacement project areas. Per Government Specifications including Section 02315 Paragraph 3.09 Dewatering and Section 02317 Paragraph 3.07 Wet Trench Conditions, the Contractor is responsible to provide dewatering which may require soil borings. Per Section 01000, the Contractor must submit all testing and verification data and documentation for Government review which includes any geotechnical and soil borings data determined to be required by the Contractor to perform the work, and any collected soil borings data must be included in final as-built drawings

(End of Summary of Changes)

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