W911SA-17-B-2005_Amendment_0002.pdf

0011000050

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 to provide additional answ ers to questions, provide boring documents as Attachment 8 Final Boring Logs 1-10, extend the POP to an completion date of 30 September 2018, and extend the bid due date from August 1, 2017 to August 8, 2017.

POC: Melissa T. Gore, Contract Specialist, 608-388-1251, melissa.t.gore.civ@mail.mil

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 28-Jul-2017

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 W911SA-17-B-2005

X 9B. DATED (SEE ITEM 11)

30-Jun-2017

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

28-Jul-2017

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:

W911SA-17-B-2005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 01-Aug-2017 02:30 PM to 08-Aug-2017 02:30 PM.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

POP 15-AUG-2017 TO

01-AUG-2018

N/A FORT MCCOY

FORT MCCOY

2171 8TH AVENUE

FORT MCCOY WI 54656

FOB: Destination

W81TMH

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

POP 15-AUG-2017 TO

30-SEP-2018

N/A FORT MCCOY

FORT MCCOY

2171 8TH AVENUE

FORT MCCOY WI 54656

The following Delivery Schedule item for CLIN 0002 has been changed from:

POP 15-AUG-2017 TO

01-AUG-2018

N/A FORT MCCOY

FORT MCCOY

2171 8TH AVENUE

FORT MCCOY WI 54656

To:

POP 15-AUG-2017 TO

30-SEP-2018

N/A FORT MCCOY

FORT MCCOY

2171 8TH AVENUE

FORT MCCOY WI 54656

The following have been modified:

QUESTIONS AND ANSWERS

General

1. Will there be storage areas designated for equipment and supplies located near the work sites?

Yes. Storage areas will be designated providing that materials don’t block access, especially to the parking area near Stillwell.

E Silver Lake Dam Repairs

2. Please provide clarification on stockpile locations for both work sites. Is there a designated stockpile area for reusable material such as soil and rock or does the material need to be hauled offsite and brought back for placement?

Locations for stockpiles can be allowed, but exact locations will have to be determined at the preconstruction meeting. Depending on how contractor phases its operations, stockpiles will be allowed for re‐use of material, as long as they don't obstruct view or sight distances. Range control will want to agree to specific locations.

3. What base material is below the concrete structures? Is there a designated material, thickness of material, and load carrying capacity required?

There is not a material thickness or imported material required. The embankment construction is considered a dam, so the in‐situ soils are needed in this situation to reduce the possibility of piping along the culvert.

4. Appendix A geotechnical data is missing. Where exactly is the geotechnical data located in the contract documents or is it even available?

Attachment 8 Final boring logs 1‐10 is being added as an attachment.

5. Is there any design required for sheet piles?

With respect to the design of sheet piles, please refer to Section 02462,

1.03 A. No design calculations are required for the sheet pile cutoff beneath the structure inlet and walls. Refer to structural drawings S 5.6 and S 5.7 where the details show a ten foot long sheet pile cutoff wall with the top extending 6 inches into the footing. However, design is required for the piling used for the cofferdams.

East Silver Lake Damn Repairs

1. Are we allowed to completely close the road off or do we need to maintain any crossings at any time? See below for specific responses.

a. If allowed to close…

i. How many days can this be closed for? For timeframes for complete closure, Range Control will consider 2‐3 weeks as a preliminary planning guide. This depends on the expected Fort

McCoy training schedule. July was indicated as possible month where training exercises drop to lower levels.

When the construction schedule is submitted by contractor, it will be reviewed, and based on the Fort McCoy training schedule, a duration of a complete closure can be approved.

ii. What kind of detour would be necessary? Submit a detour plan for review and approval. At a minimum, signage, barricades, drums, and flashing lights. Please refer to Section 01526 Maintenance of Traffic.

b. If we must maintain one lane…

i. How many days can we be down to one lane? This will depend on the contractor’s anticipated duration of the affected construction phase that will be crossing the road.

ii. What is the min loading required to maintain? According to the designers, the minimum loading would correspond to the AASHTO HL‐93 design load.

iii. What is the required minimum width of the lane? Please refer to Section 01526 Maintenance of Traffic, part 1.06 C, 4, where it indicates a minimum lane width of 12 feet.

iv. Will this need to be signalized during work hours or non‐work for traffic control, or self‐controlled? If this question refers to the use of temporary traffic signals as meaning signalized, Fort McCoy does not see the need. Please refer to Section 01526 Maintenance of Traffic for specific requirements for attendance of traffic control devices.

2. What is the minimum requirements for flow capacity of the bypass and cofferdam? Sheet S1.1 indicates a Q2 high water elevation 894.3 and Q2 of 65 cfs.

a. Drawing S1.1 has references to the 100 year frequency of 300 cfs, do we need to provide for this flow? No, the 300 cfs represents the final design of the spillway and conduit according to Wisconsin Department of Natural Resources criteria for dam design.

b. Drawing S1.1 has references to the bypass of 65 cfs is this for our design or the existing bypass? This data is the basis of design for the bypass. Recall that the existing 36 inch diameter pipe can remain in service until new structure is complete. Refer to Keynote 6 on Sheet C1.2 of the drawings.

c. Is there a minimum flow required to maintain on the downstream side? The minimum flow on the downstream side shall be limited to the 65 cfs.

Stillwell Lake Dam Repairs

1. Are we allowed to completely close the road off or do we need to maintain any crossings at any time? See below for specific responses.

a. If allowed to close…

i. How many days can this be closed for? For timeframes for complete closure, Range Control will consider 2‐3 weeks as a preliminary planning guide. This depends on the expected Fort McCoy training schedule. July was indicated as a possible month where training exercises drop to lower levels.

When the construction schedule is submitted by contractor, it will be reviewed, and based on the Fort McCoy training schedule, the duration of a complete closure can be approved.

The road over Stillwell Dam is an alternate route for emergency traffic in case of a catastrophe on State Highway

21. It is also the route which ammunition is transported from the Ammunition Supply Point to training areas and ranges, so advance submittal of closure requests would be helpful for everyone to assess proposed routes and timeframes.

ii. What kind of detour would be necessary? Submit a detour plan for review and approval. At a minimum, signage, barricades, drums, and flashing lights. Please refer to Section 01526 Maintenance of Traffic.

b. If we must maintain one lane…

i. How many days can we be down to one lane? This will depend on the contractor’s anticipated duration of the affected construction phase that will be crossing the road.

ii. What is the min loading required to maintain? According to the designers, the minimum loading would correspond to the AASHTO HL‐93 design load.

iii. What is the required minimum width of the lane? Please refer to Section 01526 Maintenance of Traffic 1.06 C, 4, where it indicates a minimum travel lane width of 12 feet.

iv. Will this need to be signalized during work hours or non‐work for traffic control, or self‐controlled? If this question refers to the use of temporary traffic signals as meaning signalized, Fort McCoy does not see the need. Please refer to Section 01526 Maintenance of Traffic for specific requirements for attendance of traffic control devices.

2. What is the minimum requirements for flow capacity of the bypass and cofferdam? Please refer to Sheet S1.1 where it indicates Q2 of 70cfs and Q2 high water elevation of 939.3 ft. Please also note the maximum drawdown elevation is elevation 936.00.

a. Drawing S1.1 has references to the 100 year frequency of 300 cfs, do we need to provide for this flow? No, the 300 cfs represents the final design of the spillway and conduit according to Wisconsin Department of Natural Resources criteria for dam design.

b. Drawing S1.1 has references to the bypass of 65 cfs is this for our design or the existing bypass? This will be for the temporary bypass. Please refer to Drawing S1.1 where it refers to the Q2 of 70 cfs and a Q2 water elevation of 939.3. Note also that the maximum pool drawdown level is elevation 936.00

c. Is there a minimum flow required to maintain on the downstream side? The minimum flow in this case would correspond to the maximum discharge velocity of 5 feet per second. Please refer to the notes under the hydraulic data on Sheet S1.1.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

SUPPLEMENTAL INFORMATION

Contract Specialist:

Melissa Gore Phone: 608-388-1251 E- mail: melissa.t.gore.civ@mail.mil

Contracting Officer:

Steven Bailey Phone: 608-388-6077 Email: steven.m.bailey2.civ@mail.mil

Include the following within the sealed bid package:

1) Completed SF1442 with acknowledgement of all amendments

2) Completed Attachment 4, SF24

3) Any additional verification documents

4) CD-ROM (CD-R) disk with an electronic copy of all submission requirements listed above.

Contractor POC E-mail

DUNS

TAXPAYER ID #

This solicitation is a 100% Small Business Set Aside under NAICS code 237310 with a size standard of $36.5 Million.

This requirement has a period of performance of 08/15/2017-08/01/2018.

Bids can be submitted in any of the following ways:

Delivered to or by Mail:

Mission & Installation Contracting Command – Fort McCoy Attn: Melissa Gore, Contract Specialist 1108 South R Street Fort McCoy, WI 54656-5153

A site visit is scheduled for July 13, 2017 at 10:00 AM Local time. Interested attendees are asked to meet in the Contracting Office located in Bldg. 1108. South R Street, Fort McCoy, Wisconsin. The POC for the project is Melissa Gore at (608) 388-1251. See Site Visit in Section 00100. This will be the only site visit conducted, requests for additional site visits will be denied.

For Site Visit information, see Site Visit clause 52.236-27, Alternate 1 in Section 00100. Unless you already have a permanent vehicle pass, you will be required to obtain a one-day vehicle pass. You will be required to present the following information at the Visitor’s Center: (1) vehicle registration, (2) valid driver’s license, (3) or car rental agreement (if applicable). It is highly recommended that bidders plan to arrive at the Visitor’s Center at least an hour prior to the scheduled time for the site visit. The conference will begin promptly without considerations for late or lost bidders; no subsequent site visits will be considered. Remarks, explanations and answers provided by Government representatives before, during and after the site visit shall not change or qualify any of the terms or conditions of the solicitation. The solicitation can only be changed by a formal written amendment issued by the Fort McCoy Contracting Office.

Any questions concerns, verification or clarification of information of the documents included in the solicitation package shall be submitted in writing and submitted to the Government POC’s identified herein no later than

Noon, local time on July 24, 2017. Include in the subject line of the email the Government’s solicitation number;

failure to do so will lessen the Government’s ability to ensure all questions are considered during the bidding process. Provide your company name, POC and contact information in the body of the email.

The “Equal Employment Opportunity Is the Law” notice (poster) referenced in FAR clause 52.222-26(b) (3), Equal Opportunity, is located at http://www.dol.gov/ofccp/regs/compliance/posters/ofccpost.htm

In accordance with FAR 22.404-10, the contractor must post a copy of the wage determination and Department of Labor Form WH-1321 in a prominent place where employees working on federal construction contracts can easily see it. The applicable wage determination is incorporated into the contract at Section H. The WH-1321 poster is located at http://www.dol.gov/compliance/guide/index.htm

Contractors are referred to EPA’s list of EPA-designated products available at http://www.epa.gov providing products that contain recovered materials.

In accordance with DPAP changes to reporting requirements under FAR 52.223-2, Affirmative Procurement of Bio- based Products under Service and Construction Contracts, contractors are now required to submit annual bio-based reports to the new reporting module in the System for Award Management (SAM). SAM can be accessed at https://www.sam.gov.

SYSTEM for AWARD MANAGEMENT (SAM) REGISTRATION: SAM Registration is required of all Department of Defense contractors. SAM registration enables electronic funds transfer of contract payments. If your company is not already registered, please register in the CCR database at https://www.sam.gov/ www.sam.gov http://www.sam.gov https://www.sam.gov

a. A DUNS number is required for SAM registration. If your company does not have DUNS #, obtain one by calling 800-333-0505.

b. Whether your company is a current or new registrant in the SAM database, your registration must indicate that you are a provider of NAICS 237310 under the Goods – Services section of the registration to be eligible to receive a contract for this solicitation.

c. If the prospective awardee for this request for quotes is not registered in the SAM database by close of solicitation, including NAICS 237310 under the Goods – Services section, depending on mission requirements, the government reserves the right to proceed to award to the next otherwise successful registered offeror.

SAM REQUIREMENT: Prospective contractors who have not completed electronic annual representations and certifications at www.sam.gov in conjunction with required registration in the SYSTEM for AWARD MANAGEMENT (SAM) database, shall complete and submit 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2014) and 252.204-7007 ALTERNATE A, ANNUAL REPRESENTATIONS

AND

CERTIFICATIONS (MAR 2014) in SAM to be eligible to receive an award for this solicitation.

PROJECT MAGNITUDE

The magnitude of this project is between $1,000,000 and $5,000,000.

EVALUATION FACTORS

The Government will evaluate bids received in response to this solicitation solely on the basis of price and price related factors. Bidders shall submit a price for each item specified in the “Schedule of Supplies/Services and Prices/Costs”. No bid for a quantity less than that specified in the Schedule will be accepted. Bids shall be evaluated using the estimated quantities set forth in the Schedule. All prices bid in response to this solicitation must include all costs associated with work elements, applicable State sales taxes, permits, and licensure. And the overall project management, superintendence and quality control necessary for the planning and execution of multiple work requirements conducted simultaneously throughout the performance period.

BID GUARANTEE

A Bid Bond/Guarantee is required for this contract if it exceeds $150,000. The Bid Bond amount shall be twenty percent (20%) of the bid price or $3 Million, whichever is less.

Bidders must use the Standard Form (SF) 24 if providing a bid bond as the bid guarantee.

ATTACHMENTS

Attachment 1 East Silver Specifications Attachment 2 Stillwell Specifications Attachment 3 East Silver ATOPSEC Attachment 4 Stillwell ATOPSEC Attachment 5 East Silver Drawings Attachment 6 Stillwell Drawings Attachment 7 SF24 Attachment 8 Final Boring Logs 1-10

(End of Summary of Changes)