AMENDMENT_0005.pdf

W81G6732039202

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

1. The purpose of this Amendment is to revise the Pricing Schedule to create a separate Option line item for construction of the concrete slab and underlying granular fill base.

2. The Pricing Schedule has been revised.

3. The Scope of Work and Draw ings have been replaced w ith the attached Scope of Work and Draw ings dated September 3, 2013.

4. The follow ing clauses have been added: 52.217-5, "EVALUATION OF OPTIONS", and 52.217-4000, "OPTION FOR ADDITIONAL WORK

(CONSTRUCTION)(AUG 2000)".

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 03-Sep-2013

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 W912ES-13-T-0110

X 9B. DATED (SEE ITEM 11)

07-Aug-2013

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

03-Sep-2013

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 5TH STREET EAST

SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-13-T-0110

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0001

The CLIN description has changed from Storage Building to Storage Building and Caissons.

CLIN 0002 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Lump Sum Concrete Slab

FFP

FOB: Destination

NET AMT

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0002:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following have been modified:

SCOPE OF WORK

FOUNTAIN CITY SERVICE BASE

STORAGE BUILDING

SCOPE OF WORK

(Revised September 2, 2013)

1. SCOPE OF WORK

Work under this contract shall consist of design and construction of a storage building for the U.S. Army Corps of Engineers at the Fountain City Service Base located at 431 North Shore Drive in Fountain City, Wisconsin. The approximate location of the storage building is shown on the plan view attachment included with this scope of work.

The contract includes one base bid item for the storage building structure and caisson footings and one optional bid item for the concrete slab and associated granular fill base.

2. WORK RESTRICTIONS

Work Hours shall be limited to the hours of 7:00 AM to 3:30 PM Monday through Friday, excluding Federal holidays, unless prior approval is provided by the Contracting Officer. Contractor Operations shall not interfere with normal operations of the Fountain City Service Base or surrounding operations.

3. PAYMENT

3.1 Storage Building and Caissons

Payment will be made on a lump sum basis complete and will constitute full compensation for designing and constructing the storage building and caisson footings as shown and specified. This shall include providing all material, equipment, labor, tools, supplies, supervision, quality control, environmental protection, meeting safety requirements, and all incidentals required to complete the work.

3.2 Concrete Slab

Payment will be made on a lump sum basis complete and will constitute full compensation for constructing the concrete slab and associated granular fill base as shown and specified. This shall include providing all material, equipment, labor, tools, supplies, supervision, quality control, environmental protection, meeting safety requirements, and all incidentals required to complete the work.

4. QUALIFICATIONS

4.1 MANUFACTURER’S QUALIFICATIONS

The Contractor shall provide documentation signed by a representative of the building system manufacturer verifying that the manufacturer has a minimum of five (5) years experience as a qualified manufacturer of metal building systems of similar design and scale as this project and that the manufacturer is also a member of the Metal Builders Manufacturer’s Association. Documentation shall include a listing of 5 constructed structures of similar design and scale to this project that used the manufacturer’s materials as well as the name and telephone number of the building owners.

4.2 CONTRACTOR QUALIFICATIONS

The Contractor shall provide documentation signed by a representative of the company verifying that it has a minimum of 5 years experience constructing structures of similar material, design, and scope to that indicated for this project and is approved by the metal building system manufacturer. Documentation shall include a listing of projects of similar construction type and scale with names and telephone numbers of the owners of the buildings as well as a statement signed by a representative of the building system manufacturer stating that the Contractor is approved to construct the manufacturer’s product.

5. SAFETY

The Contractor shall be responsible for completing all operations associated with the construction of the storage building in compliance with the current publication of U. S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual as well as all applicable OSHA regulations and Wisconsin State codes governing work environment safety. The Contractor shall maintain a safe work environment during all phases of the work and insure that all workers are properly trained in safe work techniques, are aware of hazards in the activities performed, and are provided with the necessary training and equipment, in good working order, to perform the work without accident or injury. The Contractor shall submit a safety plan for performing the work in conformance with the Safety and Health Requirements Manual, US Army Corps of Engineers EM 385-1-1 (Latest Edition). The safety plan shall be reviewed by the Corps and discussed at a pre-construction meeting to be held at the Fountain City Service Base.

6. WISCONSIN DIGGERS HOTLINE

For work performed in the State of Wisconsin, the Contractor shall meet the requirements of Wisconsin Statutes, Chapter 182.0175 “Damage to Transmission Facilities.” The Wisconsin Diggers Hotline notification center telephone numbers are:

Hotline 800-242-8511 Main Office 414-259-0676

7. PRECONSTRUCTION MEETING AND COORDINATION

Prior to initiation of construction, the Contractor shall meet with the Contracting Officer’s Representative on site to discuss the Contractor’s plan of operation, the Contractor’s safety plan, and any issues that the Government or the Contractor may have.

8. STAGING AREA

A staging area will be provided on site for storing the Contractor’s equipment and materials. The Contractor is responsible for the loading and unloading of construction material.

9. FOUNDATION PREPARATION FOR STORAGE BUILDING CAISSONS

Excavation and placement of forms required for construction of the concrete caisson footings shall be completed to the dimensions shown in the attachments for this scope of work. Excavated material may be wasted on site in a location(s) identified by the Contracting Officer. Such material shall be spread and compacted to form a smooth compact surface. Prior to construction of the concrete caissons, granular fill shall be placed to the elevation and compacted thickness shown in the attachments to this scope of work. Granular fill shall meet material and gradation requirements for open graded base as specified in Section 310 Open Graded Base in the Wisconsin Department of Transportation (WDOT) 2013 publication Standard Specifications for Highway and Structure Construction. Prior to bringing material on site the Contractor shall provide documentation from the material supplier verifying that the material meets the specified requirements. Granular fill shall be compacted using hand operated tools or equipment. Compaction of granular fill shall be conducted in the presence of the Contracting Officer and shall be continued until no further consolidation of the granular fill is observed.

10. FOUNDATION PREPARATION FOR PLACEMENT OF GRANULAR FILL

Prior to placement of the granular fill that will serve as a base for the concrete slab, the existing ground surface shall be stripped of topsoil and the subgrade excavated to a depth that will allow the placement of the granular fill and overlying concrete slab to the dimensions shown in the attachments for this scope of work. Excavated soil not required for backfill shall be removed from the site and disposed of in accordance with all federal, state, and local regulations. The finished surface of the subgrade shall be proof-rolled prior to placement of the granular fill. Proof-rolling shall be completed in the presence of the Contracting Officer, unless waived. Proof-rolling shall be accomplished within the limits of the work by passing a loaded 25 ton dump truck or rubber tired heavy equipment over the entire subgrade at a slow rate of speed. Proof-rolling shall be observed by a qualified observer not riding in the vehicle. Isolated areas of soft cohesive soils shall be excavated and replaced with satisfactory fill of a texture similar to surrounding subgrade soil. Loose zones of non-saturated granular soil shall be compacted. The Contracting officer has the option to direct subgrade correction. Granular fill placed as a base for the concrete slab shall meet material and gradation requirements as specified for granular fill for the concrete caissons. Material shall be placed in lifts and compacted as specified in Section 3.10.3 Construction of the WDOT 2013 publication Standard Specifications for Highway and Structure Construction.

11. CONCRETE CONSTRUCTION

The concrete caisson footings and slab shall be constructed as shown and specified. The Contractor shall provide signed documentation from the concrete supplier verifying that the concrete provided meets the requirements of this scope of work. Reinforced concrete design and construction shall be in accordance with the current American Concrete Institute (ACI) publication ACI 318, Building Codes Requirements for Structural Concrete and Commentary and related current ACI publications, which are applicable to the design and construction.

Reinforcing Bar Usage Limitations. Grade 60 bars shall be used for concrete design. Bar size shall be as shown.

Mix Proportioning. Concrete shall be proportioned with a maximum limit on water/cement ratio (W/C) of 0.45 for structural thin sections and 0.50 for mass concrete by weight of cementitious materials. Concrete Aggregate. Coarse and Fine Aggregate for Portland cement concrete shall be from sources as tested and accepted in accordance with the current publication of the American Society for Testing and Materials ASTM C33, Concrete Aggregates. Concrete Strength. The minimum concrete compressive strength shall be 4,500 psi in 28 days per the current publication of ASTM C39, Compressive Strength of Cylindrical Concrete Specimens. Joints for Concrete Slab. Control joints and contraction joints shall be located to reduce concrete cracking to a minimum. All exposed concrete joints shall be sealed with appropriate joint sealants. Anti-Termite Material. Anti-termite material shall be applied to the compacted backfill under the concrete slab in accordance with the instructions of the manufacturer.

12. BACKFILL FOR CONCRETE SLAB

After the concrete slab has been constructed and forms removed, the slab shall be backfilled around its perimeter with granular fill as shown in the attachments. The finished surface of the granular fill immediately adjacent to the slab shall be at an elevation one inch below the top of slab elevation with the remaining finished surface shaped to prevent drainage toward the structure. Backfill and compaction shall be done by methods that do not damage or displace the concrete slab and underlying granular fill. Backfill shall be compacted with standard compaction equipment until no displacement of compacted materials is observed.

13. BUILDING DESIGN AND CONSTRUCTION

The Contractor shall be required to design the storage building such that it meets the specifications of this scope of work and complies with the latest industry standards and regulatory building codes. Factors to be taken into account in the designinclude, but are not limited to, the type of construction, construction materials, design loads, design to secure the structure to the concrete caisson footings, and geographic location. The Contractor shall provide the design to the Contracting Officer for review and approval. The Government will review the design and provide comments for the Contractor to address within ten working days of receiving the design. The Contractor shall not be allowed to construct the storage building until the Government review comments have been satisfactorily addressed and the design has been approved. The Contractor shall construct the storage building in accordance with the approved design using standard industry methods. Changes in the design or materials used shall not be allowed without prior approval of the Contracting Officer.

14. BUILDING DESCRIPTION

The storage building shall be a structure 100 feet long by 10 feet wide with a minimum interior overhead height of 14 feet. The building shall be constructed at a location approximately 40 feet northwest of building 9 with the 100 foot side parallel with and offset 3 feet west of the security fence. The approximate location is shown on the attached site layout drawing. The roof shall include a 4 foot overhang extending out from the west/river side of building, with a 2 foot eave extending past the wall on the east/fence side of the building, and one foot eaves extending out from each of the end walls. The side of the building facing the west shall be open. Doors and windows will not be required for the structure. The structural frame for the storage building shall be wood or structural steel. Spacing between vertical supports shall be 20 feet. If the Contractor elects to provide structural steel framing, structural members shall be 3/8 inches thick and shall be corrosion resisting or shall have a corrosion resisting coating that provides a minimum of 50 years of service without maintenance. Welding performed for any portion of the permanent structure shall meet the requirements of the American Welding Society’s (AWS) current publication AWS D1.5, Bridge Welding Code. Roof and wall panels for the building shall be prefinished steel selected to match the color of the existing buildings. Metal fasteners shall be colored to match the exterior panels and shall be consistent in size and type with the manufacture’s recommendation. Prior to providing the materials the Contractor shall provide color samples of the exterior panels and fasteners to Joe Kupietz, Equipment Specialist 651-290-5985 for examination and approval.

15. AS-BUILT DRAWINGS

The Contractor shall submit for approval paper prints and reproducible drawings of the completed work for final approval. Failure to submit final as-built drawings and marked prints, as required herein will be cause for withholding payment due the Contractor under this contract. These drawings shall be furnished to the Contracting Officer within 30 days after the required contract completion date. Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

16. SITE RESTORATION AND CLEAN-UP

The Contractor shall remove metal shavings, waste metal, filings, nails, bolts, wires and other debris and waste generated from the construction of the storage building from the work area daily. The Contractor may use the on-site metal and construction material dumpster for disposal of construction material associated with this project.

At the completion of installation of the structure, the Contractor shall remove protective coverings/films, grease and oil films, excess sealants, handling marks, contamination from steel wool, fittings and drilling debris and thoroughly clean all exposed surfaces. The Contractor shall repair or remove any exposed metal surfaces that contain dents, creases, waves, scratch marks, solder or weld marks. Any exposed surfaces for which the finished coating is damaged or which contains rust shall be cleaned, prepared, primed or re-primed, and finish painted with the manufacturer’s recommended paint system.

ATTACHMENTS:

Site Layout Sheet Identification S-101

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by reference:

52.217-5 Evaluation Of Options JUL 1990

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

52.217-4000 OPTION FOR ADDITIONAL WORK (Construction) (AUG 2000)

The Government may require the Contractor to perform the work identified as optional item (CLIN 0002, Concrete Slab) at the price stated in the Schedule. The Contracting Officer may exercise the option(s) by written notice to the Contractor at any time before 30 April 2014.

(End of Summary of Changes)