W912ES13T0134_Amendment_0001.pdf

W81G6732109511

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 amend the solicitation to allow for structures w ith concrete block above ground level.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 11-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-0134

X 9B. DATED (SEE ITEM 11)

04-Sep-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 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-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-0134

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been modified:

SCOPE OF WORK

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COST

SCHEDULE

REPLACE TWO CROSS LAKE VAULT TOILETS

US ARMY CORPS OF ENGINEERS

CROSS LAKE RECREATION AREA

35507 County Road 66 Crosslake, Mn 56442-0036

218-692-2025

DESCRIPTION/SPECS/PERFORMANCE WORK STATEMENT

VAULT TOILET REPLACEMENT

CROSS LAKE RECREATION AREA

1. GENERAL.

1.1. Scope of Work. The contractor shall supply all equipment, labor and materials required to remove and dispose of two existing vault toilets with two vaults each, for a total of four vaults, and replace them with two new vault toilets at the Crosslake Recreation Area. All work shall comply with and conform to local, county, and state codes/laws.

2. Measurement and Payment: The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, testing and meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project, whether or not the specific material or operation is indicated, shall be included on the bidding schedule. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

2.1 Unit Prices: Payment items for the work of this contract are listed in the BIDDING SCHEDULE Section Band described below. The payment items provided for on the bidding schedule embody the work; but the work descriptions provided below do not specifically discuss all incidental work required to complete the contract work.

3. Removal of Existing Vaults and Buildings: The contractor shall supply all equipment, labor and materials required to disconnect the electrical power and remove the 4 vaults and 2 toilets in the Crosslake Recreation Area Campground.

3.1 Disposal: All materials shall be disposed of off-site in accordance with all applicable local, county and State disposal regulations.

4. The new vault bathrooms must meet the following Specifications: The contractor shall supply all equipment, labor and materials required to furnish and install two prefabricated precast concrete vault toilets with vaults. The precast prefabricated concrete toilets and vaults shall be a model # PT275 manufactured by HUFFCUTT Concrete, Incorporated out of Chippewa Falls, Wisconsin or equivalent (salient characteristics for lavatory equivalence are listed at the end of this document). The toilets must be ADA accessible and the vaults and toilets shall be installed according to the manufactures recommendations and all local, County and State building codes.

5. Concrete Apron and sidewalk. The Contractor shall pour a 5 inch thick reinforced concrete sidewalk that is five feet wide and runs the full length of both buildings in front of the doors of the toilets. The Contractor shall install expansion material the length of the slabs between the slabs and the buildings and the slabs shall have a broom finished surface. The slab shall be sloped so that water will run off of the slab away from the building and still meet ADA requirements. For each toilet the contractor shall pour a 5 inch thick reinforced concrete sidewalk that’s 5 feet wide with a broom finished surface that runs the distance from the front of the apron to the roadway (approximately 20 feet for Toilet 1, and 38 feet for Toilet 2).

6. Electric and Lighting. The Contractor is responsible for connecting the electrical power to the new bathrooms, and for installing new vent fans and lights on the men’s and women’s sides as well as on the outside of the bathrooms. The outside light on the men’s and women’s sides shall be located between the two entrance doors on the front of the bathrooms.

Each vault toilet building shall have three lights (one between the two entrance doors, and one inside of each bathroom,). The lights shall be controlled by a photo eye located on each light.

The outside lights shall be a LUMAPRO Mini Wall Pack, 70 W, 120V, High Pressure Sodium, with Photocell, Bronze colored light fixture manufactured by GRAINGER INTERNATIONAL INC or equal. UL listed for wet conditions. The inside lights shall be installed back to back on the inside partition wall. These lights shall be LUMAPRO Mini Wall Pack, Polycarbonate, 42W, 120V Bronze colored light fixtures manufactured by GRAINGER INTERNATIONAL INC or equal. UL listed for wet conditions. All electrical work shall be installed according to local, County and State Electric codes.

7. Site Visit. Contractors are encouraged to visit the site prior to bidding. Contact Corrine Hodapp at Crosslake Recreation Area (651) 290-5790.

8. Safety Plan. The Contractor shall submit a safety plan for performing the work. Safety plan shall be 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 the initial pre-construction meeting to be held at the Crosslake site. The “Safety Plan” shall be accepted prior to start of work. The web site for the “Safety and Health Requirements Manual”, USACE EM 385-1-1 (latest edition) is www.usace.army.mil/CESO/Pages/EM385‐1‐2008.

9. Schedule. All work shall be completed by June 30, 2014.

10. Work Plan. Contractor shall submit a plan that details the sequence and scheduling of the proposed work during a Monday – Friday work week. The work plan shall be submitted within 10 days of notice to proceed. The work plan shall be discussed at the initial pre-construction meeting to be held at the Crosslake Rec site. The “Work Plan” shall be accepted prior to start of work.

11. Specification Sheet. The work plan and safety plan shall be submitted as noted above. Both of these items shall be submitted prior to the pre-construction meeting. Other submittals will include the specification sheets for the Vault, Toilet Building, and Lighting.

12. Clean Up. Contractor shall be responsible for removal and disposal of all construction debris. Disposal of debris shall be off-site and meet all local, County and State disposal codes.

13. Coordination. All work shall be coordinated with the COR.

14. Initial Meeting. A pre-construction meeting shall be held at Crosslake Recreation Area before commencing work. The safety plan, work plan, schedule, and coordination issues shall be discussed. The contractor shall submit the safety plan and work plan for review prior to the meeting.

15. Power. Electrical power is available, near the construction site for Contractor’s use during construction; coordinate with the staff.

16. Sanitary Facilities. Outdoor restrooms are available on site.

17. Attachments

17.1 Project Location: The US Army Corps of Engineers’ Crosslake Recreation Area is located in Crosslake, Minnesota 25 miles north east of Brainerd, Minnesota on State Highway 3 in north central Minnesota.

Specifications for Vault Toilet Building

1. SCOPE

A. Provide and install a prefabricated precast concrete vault toilet building.

Buildings made with concrete block above ground and precast concrete vault below ground are acceptable. Buildings with concrete block below ground level are unacceptable. This list is not all inclusive of building requirements. Building must meet all city state and county code requirements.

1.1 PERFORMANCE REQUIREMENTS

B. Structural

1. Building shall be designed per ASCE standard 7-05, “Minimum design loads for buildings and other structures”.

2. Loading: Live Load (Ground Snow) = 60.0 psf (Pounds per Sq Foot)

3. Wind Loading: 90 M.P.H.

C. Design

1. Building shall be designed to meet ADA requirements.

D. Concrete

1. Compressive strength of Concrete minimum 5000psi at 28 days.

2. Cold Weather Concrete

a. Cold weather concrete placement will be in accordance with ACI 306.

b. Concrete will not be placed if ambient temperature is expected to be below 35 degrees Fahrenheit during the curing period unless heat is readily available to maintain the surface temperature of the concrete at least 45 degrees Fahrenheit.

c. Materials containing frost or lumps of frozen materials will not be used.

3. Hot Weather Concrete

a. The temperature of the concrete will not exceed 90 degrees at the time of placement. Then the ambient temperature reaches 90 degrees the concrete will be protected with moist covering.

1.2 MATERIALS

A. Doors and Frames

1. Building shall be fitted with insulated Steel Doors and steel Frames. Doors and frames shall include one coat of rust inhibitive primer and two finish coats of enamel paint.

B. Door hardware

1. Door Closer: Door shall be fitted with a door closer to prevent doors being left open; example of an acceptable door closer is a Norton CLP7500T.

2. Sweep: Doors shall be fitted with sweeps; example of an acceptable sweep is a Reese 962C Anodized Clear Aluminum, Door Sweep with Weatherstrip Nylon Brush Insert.

3. Handel and Lockset: Door handle shall be ADA Compliant, door shall be fitted with key operated deadbolt with at least a 1” throw.

C. Access/Clean Out Hatch

1. Lockable access/clean out hatch shall have a 24” x 24” unrestricted opening, hinged cover and frame assembly rated for at least 300 psf pedestrian load.

Hinged cover shall have a kickstand to prevent the cover from accidental closure.

D. Bug Screen Windows

1. Frames shall be constructed of uPVC for ease of maintenance and durability. Screens shall be removable and made from ¼” x ¼” security mesh covered with bug screen.

E. Handicap Toilet Risers

A. ADA Compliant risers - Toilet riser flange shall be caulked at the floor using a durable, flexible sealant.

1.4 Floor Vents

A. Floor vents shall be at least 16” x 8”, louvered, with rodent proof screen riveted in.

1.5 Urinal

A. Each lavatory shall be equipped with an ADA compliant urinal.

1.6 Vent Pipes

A. Shall have a nominal pipe size of 12” with a dimension ratio of 17. The vent pipe shall extend at least 3’ above the roof line. Vent pipe shall be caulked using a durable, flexible sealant around perimeter at top of floor slab. An electrical powered vent fan will be installed on both vent stacks.

1.7 Toilet Paper Dispensers

A. Lockable toilet paper dispenser shall hold at least 3 rolls of paper.

1.8 Grab Bars

A. Grab bars shall be ADA compliant.

1.9 Vault

A. Vault shall be warranted against leaks for a period of 8 years, and have a total capacity of at least 3,600 Gallons.

2.1 FINISHES

A. Interior

1. Smooth finish.

B. Exterior

1. Exterior of building shall be visually similar to preexisting structures. For photo of existing structure and pertinent structural materials see attachment 1.

C. Paint

1. Interior

a. Wall panels shall be coated with a two-component, self priming, and high build epoxy mastic white in color.

b. A clear, sacrificial anti-graffiti coating shall be applied over the finish coat. Example of an acceptable product: Dumond CS-101

2. Doors

a. Metal surfaces both interior and exterior shall be covered using a high performance 100% acrylic satin enamel. Example of an acceptable product: Hallman Lindsay Duratech 100% Acrylic Satin Enamel.

b. Kick Plate: Door shall be fitted with a kick plate the full width of the door, and at least 12” high.

3.1 INSTALLATION

A. Excavation

1. Finished floor height shall be 4 inches above finished grade considering surrounding elevations, ADA accessibility, rain water runoff, and other site specific criteria.

2. Excavation for the vault shall be in accordance with the manufacturer’s instructions.

If no instructions are provided the excavation shall be a minimum of 1’ larger than the vault at the base. Worker safety is of primary importance and proper excavation methods should be used. The bottom of the hole should be level to slightly concave in the middle so that the vault walls can adequately support the building. Proper bedding material shall be used to protect against adverse settling. Use 4” of sand or granular material overlying a firm and uniform base. The vault shall not bear on large stones or rock edges. Sites with silty soils, high water tables or other poor bearing characteristics must have specially designed bedding and bearing surfaces.

Proper compaction of the underlying soils is critical to eliminate later settlement.

3. Backfill should be placed in uniform layers 12” thick. Backfill should be free of any stones larger than 3” in diameter or other debris.

(End of Summary of Changes)