W912BV-16-T-0001-0001.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 reason for this amendment is to:

1. Establish the Site Visit date and time. The Site Visit w ill be held on 18 November 2015 at 10:00 am CST.

2. Incorporate Bidder's Inquiry Key. All questions regarding the solicitation need to be posted to Bidder's Inquiry using the information contained herein.

3. Add a diagram w ith dimensions to the Solicitation.

Though a site visit is highly encouraged, it is not mandatory.

POC for this action is Veronica.P.Freire@usace.army.mil, (918) 669-4318

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 04-Nov-2015

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 W912BV-16-T-0001

X 9B. DATED (SEE ITEM 11)

23-Oct-2015

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 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

04-Nov-2015

CODE

CONTR DIV, EXECUTION BRANCH

1645 S 101ST EAST AVE

TULSA OK 74128

M5P0700 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV-16-T-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Statement of Work 5 23-OCT-2015 Attachment 2 Pad Dimensions 1 04-NOV-2015

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following have been added by full text:

BIDDER'S INQUIRY

INQUIRIES – OFFEROR’S QUESTIONS AND COMMENTS

USE OF BIDDER’S INQUIRY

Prospective offerors should submit questions and inquiries related to this solicitation in accordance with the following (collect calls will not be accepted):

a. For information related to amendments, and the dates set for receipt of proposals, please check http://www.fedbizopps.gov

b. Contractual and Technical inquiries and questions relating to proposal procedures are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet.

1. To submit and review bid inquiry items, offerors will need to be a current registered user or self-register into the system. To self-register go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your e-mail address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and clicks continue.

2. From this page you may view all bidder inquiries or add an inquiry.

3. Bidders will receive an acknowledgement of their question via e-mail, followed by an answer to their question after it has been processed.

4. The Solicitation Numbers are: W912BV-16-T-0001

The Bidder Inquiry Key is: T666XY-55JSZR

5. Address/enter only one question/issue per entry.

http://www.fedbizopps.gov/ https://www.projnet.org/projnet

W912BV-16-T-0001

c. The Bidder Inquiry System will be unavailable for new inquiries 3:30pm (Central) Friday, 20 November 2015 in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

d. Offerors are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

e. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

f. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

g. The point of contact for this solicitation is:

Contract Specialist: Veronica P. Freire Telephone: 918-669-4318 E-MAIL: veronica.p.freire@usace.army.mil

(End of Summary of Changes) mailto:veronica.p.freire@usace.army.mil

SPECIFICATIONS OF WORK

CONSTRUCT FIVE NEW PULL-THROUGH CAMPSITES AT ELM POINT PUA

EUFAULA LAKE, OKLAHOMA

PART 1 – GENERAL

1.1 SCOPE OF WORK

The contractor shall provide all labor, equipment, and materials to construct five new concrete pull-through campsites with gravel approaches at Elm Point PUA, on Eufaula Lake, Oklahoma. Elm Point is located in Pittsburg County, Oklahoma.

A site visit by prospective bidders is mandatory to determine exact site conditions and measurements.

1.2 REFERENCES

All work will be accomplished in accordance with industry standard work practices.

1.3 BASIS FOR PAYMENT

The contractor may invoice for payment after all work has been completed and accepted by the government.

1.4 WORK HOURS

Regular work hours will be from 7:00 am – 5:30 pm Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the Contracting Officer.

1.5 COMPLETION TIME

Work shall be completed in 90 calendar days after award of the purchase order and within 60 days after start of work.

1.6 SAFETY REQUIREMENTS

The contractor shall comply with the Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 dated 15 September 2008 and all applicable Federal, State, and local safety codes and practices. It is the contractor’s responsibility to insure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc. shall be operated and maintained by the contractor at contractor expense. Contractor employees shall comply with the minimum dress requirements as stated in Section 5 of EM 385-1-1.

1.7 EQUIPMENT

All equipment used to perform work under this contract shall be in good operating and mechanical condition and shall comply with Section 18 of EM 385-1-1. Equipment shall be inspected by the contractor and the inspection reports shall be submitted to the Contracting Officer’s Representative prior to utilization of such equipment to accomplish work on this contract.

1.8 WEATHER LIMITATIONS

Normal limitations expected.

1.9 SUBMITTALS

The contractor may be required to furnish certain submittals. These submittals may be certifications of materials, safety plans, drawings, training certifications, work plans, etc. These will be specifically listed and shall be furnished to the Contracting Officer. Submittals requiring Government approval shall be formally prepared and approval granted prior to proceeding with work involving these submittals. FIO (For Information Only) submittals do not require Government approval.

1.10 PRE-WORK CONFERENCE

A pre-work conference will be held with the Contracting Officer’s Representative and contractor prior to the commencement of any work. The contractor’s responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., will be covered at this time.

1.11 ENVIRONMENTAL CLEANUP

The contractor shall maintain a clean work area at all times. The contractor shall be responsible for the protection of the environment and will be required to restore all damages subject to the approval of the contracting officer. The contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The contractor will be required to comply with all Federal and State environmental requirements.

1.12 COORDINATION OF WORK

Craig Robbins, Eufaula Lake Manager or his designee will be the POC for this contract. All work schedules shall be coordinated prior to beginning work in any location. Contact phone number is (918) 799-5842 from 8:00 am through 4:30 pm Monday through Friday excluding Federal Holidays.

PART 2 – PRODUCTS

2.1 MATERIALS

All materials shall be inspected by the Contractor at the time of delivery and before placement. The Contractor will be required to remove and replace any defective work and materials at no cost to the Government.

2.1.1 – Concrete mix shall be 3 to 4 inch slump, with 3 to 5 percent entrained air with 1 to 1 inch crushed stone aggregate and obtain 3500 P.S.I. compressive strength at 28 days.

2.1.2. Aggregate base material shall be delivered and spread in sufficient quantities so as to render a compacted course 8 inches in depth. The Type A aggregate base course shall be compacted to 90% ASTM 1557.

2.1.3. 1” crusher run will be used at both ends of concrete pad to tie campsites to existing roads.

2.1.4. Reinforcing Steel bar shall conform to the requirements of ASTM A 615/A 615M, grade 60 Welded steel wire fabric shall conform to the requirements of ASTM A 185.

2.2 DELIVERY AND STORAGE

Materials shall be delivered to the work sites undamaged and shall be stored appropriately to protect their integrity before placement. Materials that are damaged during delivery or deemed to be unacceptable will be replaced at no cost to the government.

2.3 GOVERNMENT FURNISHED PROPERTY

None

PART 3 - EXECUTION

3.1 ACCOMPLISHMENT OF WORK

3.1.1 Clearing and Leveling – Remove 12” of top soil and place between campsites to be used later.

3.1.2. An 8 inch minimum sub grade is required; scarify, shape and compact sub-grade to 90% ASTM 1557 density.

The sub grade should extend at least 1 foot beyond the width of the concrete approach. In places not accessible to rollers, mixture shall be compacted with mechanical tempers or hand tools. The Contractor shall make such adjustments in rolling or finishing procedures as may be required to obtain true grades, to minimize segregation and degradation, to reduce or accelerate loss or gain of water, and to insure satisfactory base course. Unsatisfactory materials shall be reworked to produce a satisfactory material.

3.1.3. A concrete pad 4” thick will be placed at each campsite using the diagrams provided.

3.1.4. Concrete mix shall be 3 to 4 inch slump with 3 to 5 percent entrained air with 1 to 1 inch crushed stone aggregate and obtain 3500 P.S.I. compressive strength at 28 days. Concrete surface shall be with a light broom finish.

3.1.5. Approach will be gravel at each end of concrete campsite connecting the entrance road to concrete pad and exiting road to concrete pad. A sufficient amount of gravel will be placed as to keep grade and height of approach equal to the height of concrete pad and the departure side so a consistent even grade exist connecting pad to exiting road.

3.2 TESTING

Standard industry practices.

3.3 WARRANTY

One year warranty

3.4 INSPECTION

Final work shall be inspected for workmanship, conformance with requirements and standards as well as appearance and worksite cleanup at each location. The contractor shall provide a schedule of completion for work at each location so that an inspection can be made in a timely manner.

Pad Dimensions