W912PM-15-T-0045-0001.pdf

W81LJ851988407

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

W912PM-15-T-0045 Vault Toilet at Bandits Roost Campground, W. Kerr Scott Dam and Reservoir, Wilkesboro NC Is hereby amended to incorporate the follow ing changes:

1) A second Site Visit is scheduled for Tuesday, 15 September 2015 at 10:00AM Local Time

2) The due date of proposals is hereby extended to 18 September 2015 at 2:00PM Local Time

3) All other terms and conditiions remain in full force and effect

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 11-Sep-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 W912PM-15-T-0045

X 9B. DATED (SEE ITEM 11)

03-Sep-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 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

11-Sep-2015

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-T-0045

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

The required response date/time has changed from 11-Sep-2015 02:00 PM to 18-Sep-2015 02:00 PM.

The following have been modified:

STATEMENT OF WORK

Statement of Work US Army Corps of Engineers

W. Kerr Scott Dam and Reservoir Bandits Roost Shelter Area Vault Toilet

1. GENERAL

1.0 Summary of Work

The work site is located in Bandits Roost Campground, at W. Kerr Scott Dam & Reservoir. Services to be provided under this contract shall include all material, labor, supplies, equipment, and supervision.

1.1 Objective of Work

The purpose of this contract is to construct a unisex accessible Vault Toilet (waterless restroom), on a concrete foundation with sidewalk. All work shall be performed in accordance with the requirement and specification below.

1.2 Period of Performance

Work shall not begin prior to 15 November 2015 and must be completed within ninety

(90) calendar day from this date. Prior to commencement of work, the contractor shall coordinate scheduling with the Contracting Officer’s Representative (COR). All work must be scheduled between 7:00AM and 4:30PM Monday through Friday excluding Federal Holidays. Any work performed outside this timeframe must be approved by the Contracting Officer’s Representative

(COR).

1.3 Work Requirements

All work must be performed in accordance with North Carolina Engineering and Building Codes. The contractor must comply with all current OSHA regulation, and requirements contained in EM 385-1-1 US Army Corps of Engineers Safety and Health Manual.

Materials shall be installed in accordance with the manufacturer’s specifications, details, and workmanship requirements. . In performing this installation/construction, the contractor shall meet the ADA Accessibility Guidelines for Buildings and Facilities (ADAAG). The contractor shall be responsible for protecting Government property and undisturbed land not intended for modification, from damage. Any damaged property shall be repaired to its original condition by the contractor at their own expense. The contractor shall install a silt fence during the construction process to prevent erosion.

1.4 Public Safety

The contractor is responsible for safeguarding the work site at all times. The contractor shall provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. At the close of each workday, the contractor shall ensure all materials and equipment is locked and secure, and the worksite does not pose any potential hazards to the general public.

1.5 Antiterrorism/Operations Security Requirements (AT/OPSEC)

The Contractor will be required to adhere to the following conditions:

Access and General Protection/Security Policy and Procedures. All contractor and all associated sub‐contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Pre‐screen candidates by using E‐Verify Program. T he Contractor must pre‐screen Candidates using the E‐verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E‐verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.6 Debris Removal

The contractor shall remove and dispose of all debris/materials in accordance with Federal, State, and Local Regulations. The contractor shall not dispose of debris/materials on Government property.

1.7 Pre-Bid Site Visit

A site visit is scheduled for 15 September 2015, at 10:00 am EST. Offerors are urged and expected to inspect the site where the work will be performed. Please meet at the specified date and time, at the address listed below for the Point of Contact. No formal plans are available to the contractor; however, the contractor will be provided an overall design by means of a site visit to an existing structure that is similar in design. The point of contact for the site visit is:

Name: Timothy Taylor Address: W. Kerr Scott Dam & Reservoir Visitors Assistance Center 499 Reservoir Road, Wilkesboro NC Telephone: 336-921-3390 x118

2. DESIGN CRITERA

2.0 Structural Dimension

The vault toilet shall be a wood framed structure and shall have an overall exterior dimension of 12’ long X 8’ wide. The foundation shall be reinforced concrete with the approximate dimensions of 15’ long X 15’ wide X 4” thick.

2.1 Grading & Site Work

The contractor shall grade and haul fill material where needed to create a level foundation. Fill material will be provided by the Government, located in Warrior Creek Campground, approximately five (5) miles from the construction area. The contractor shall excavate for the installation of a 1,000 gallon septic vault with the approximate dimensions of 78” X 78” X 54”. No excavation shall be left open for more than seven (7) days without approval. All excavation left open shall be fenced and barricaded from the public.

2.2 Vault Tank

The contractor shall install a 1,000 gallon vault with riser, cleanout cover, and 12” Diameter vent pipe; Romtec model 3402 or equivalent. Excavate for the installation of the vault to a depth that will allow the structure site to be free draining after construction is completed.

Compact the natural ground at the bottom of the excavation; install sand or gravel bedding if needed. The contractor shall ensure the vault is level and backfilled appropriately. The contractor can use excavated material to backfill with the exception of rock larger than six (6) inches.

2.3 Foundation

The contractor shall form and pour a 15’ X 12 ½’ X 4” foundation slab using 3,000 psi.

The foundation shall be a smooth finish and small holes or depressions shall be patched to match the finish texture of the surface. A sidewalk shall be constructed connecting the foundation to an existing asphalt parking area.. The dimensions of the sidewalk are approximately 20’X4’X4”.

2.4 Framing Walls

Framing walls shall be 8’ in height with the center partition wall 10’ in height. Studs shall be placed 16” O.C. Walls shall be braced using the “let in bracing” methods and anchored to the concrete using concrete fasteners. The back wall shall be framed with Lexan Glass for natural light; located 8’ above the finished floor to the ridge of the ceiling and spanning the width of the back wall with the exception of a center support stud.

2.5 Wall Sheathing

Interior sheathing shall have a nominal thickness of ½” using interior grade OSB or Plywood. A weather barrier shall be installed minimal 15 mil thickness, and have a 4” minimum horizontal lap and shall wrap a least 6” around the corners.

2.6 Roof

Roof pitch shall be 5/12 and shall canopy over the front wall 4’ using 2- 4”X4” pressure treated post as supports. A privacy blind shall be installed using 5/4 decking boards, 4’ long, 24” above the concrete slab, and extending the width of the 4”X4” post. Contractor shall install 29 gauge brown PBR roof panels over ½” OBS and roof underlayment. The contractor shall install 24’ of residential grade brown guttering with downspouts and two (2) splash blocks to channel water always from the building.

2.7 Interior Finish

Interior wall finish shall be 1/8” white FRP including the ceiling. The contractor shall install one (1) 18” handicap toilet seat riser with lid, and safety bars, Romtec model # 3202 or equivalent. Install 2 stainless steel grab bars 36” and 42” long. Install a 2-roll white steel toilet paper dispenser, Romtec model # 8405 or equivalent.

2.8 Exterior Finish

Exterior siding shall be 5/8” T-111, 8” OC exterior sheathing. Finish coat shall be painted with Sherwin-Williams deep base paint item # 6403-92247 body and trim (Brown), or finished using equivalent color. Contractor shall install a kick proof vent with insect screen, Romtec model # 7616 or equivalent.

2.9 Door

Door shall be 36” wide, right hand, outward swing, steel frame, with a Schlage privacy lock chrome handle, Lowes item # 6668 or equivalent. Install a commercial grade door closer, Lowes item # 103844 or equivalent. Finish coat shall be painted with Sherwin-Williams deep base paint item # 6403-92247 trim (Brown), or finished using equivalent color.

3.0 Sealing & Caulk

The contractor shall make every effort to seal and caulk the structure to prevent moisture, mold, and seepage into the vault. The exterior/interior bottom plate shall be caulked and the window lining for the Lexan glass will be sealed. Polyurethane caulk will be applied between toilet and concrete floor before the toilet riser is installed and seal around the exhaust pipe top and bottom.

3.1 Finish Grade

The finish grade shall fall away from the building on all sides where practical. The contractor shall cover all bare soil with single ground mulch; spread 4” to 6” thick.

Approximately six (6) cubic yards is needed.

3.2 Submittals

The contractor shall submit to the COR the following: All manufacturers’ product literature, including methods and materials to be used. The contractor shall also provide any manufacturers’ warranty covering the roof system or vault/septic system from structural failure and paint finish.

3.3 Final Inspection

Once all work is completed, the COR and contractor shall perform a final inspection. Any deviation or deficiencies found as a result of the contractor not complying with the statement of work or the North Carolina Engineering and Building Codes. shall be corrected before final payment is rendered.

Attachment 1 Floor Plan

Attachment 2

Duplicate Structure

Note: Photos are provided to give the contractor a visual representation of the structure to be constructed.

SECTION 00 21 16 - INSTRUCTIONS TO PROPOSERS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) A site visit is scheduled for 15 September 2015, at 10:00 am EST. Offerors are urged and expected to inspect the site where the work will be performed. Please meet at the specified date and time, at the address listed below for the Point of Contact. No formal plans are available to the contractor; however, the contractor will be provided an overall design by means of a site visit to an existing structure that is similar in design. The point of contact for the site visit is:

Name: Timothy Taylor

Address: W. Kerr Scott Dam & Reservoir Visitors Assistance Center 499 Reservoir Road, Wilkesboro NC

Telephone: 336-921-3390 x118

(End of provision)

(End of Summary of Changes)