Amendment_1.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION / MODIFICATION OF CONTRACT 1 6

2. AMENDMENT NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NUMBER (if applic.)

1 6/24/2016 807031

6. ISSUED BY:

Cherokee National Forest 2800 North Ocoee Street Cleveland, TN 37312

7. ADMINISTERED BY (If other than 6.):

8. NAME AND ADDRESS OF CONTRACTOR

[ x ]

9A. AMENDMENT OF SOLICITATION NUMBER

AG-4756-S-16-0041

Ocoee Whitewater Center Seal Coat & Pavement

Markings 9B. DATED (see item 11)

6/17/2016

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (see item 13)

CODE FACILITY

11. THIS ITEM APPLIES ONLY 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 Offers [ x ] is NOT extended. Offers 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 applicable)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

A. THIS CHANGE IS ISSUED PURSUANT TO:

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 data, 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, [ ] is not required to sign this document and return copy(s) to the issuing office.

Revised Schedule of Items is attached. Delete original Schedule of Item; replace with new Schedule of Items.

Change: Work will not begin prior to September 12, 2016.

Notes from the pre-bid meeting are attached.

15A. NAME AND TITLE OF SIGNER (type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (type or print)

NINA B. BARROW, Contracting Officer 15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

__________________________ BY: Nina B. Barrow 6/28/2016 (signature of authorized person) (signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 SF 30 (REV. 10/83)

PRESCRIBED BY GSA/PREVIOUS EDITION UNUSABLE FAR (48 CFR) 53.243

PAY ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY UNIT PRICE AMOUNT

40401

Minor Hot Asphalt

Concrete for Patching AQ Ton 90

41801

Emulsified Asphalt Seal

Coat, 2 coats AQ S.Y. 28,700

41419 Crack Cleaning & Sealing AQ Foot 10,000

63401A

Parking Spaces & Shoulder

Line, nonreflectorized

(Type K), white, waterborne traffic paint AQ Foot 10,400

63401B

Pavement Markings, Dashed Centerline nonreflectorized (Type K), yellow, waterborne traffic paint AQ Foot 1,000

63405A

Pavement Markings, 18" high, NO PARKING, nonreflectorized (Type K), yellow, waterborne traffic paint AQ Each 23

63405B

Pavement Markings, 12" high, EXIT, nonreflectorized

(Type K), white, waterborne traffic paint AQ Each 1

63405C

Pavement Markings, 12" high, BUS/RV PARKING, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 3

63405D

Pavement Markings, 12" high, DO NOT ENTER, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 1

63405E

Pavement Markings, 72" high, directional arrows, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 23

6340F

Pavement Markings, standard ADA stencils & hatching, nonreflectorized

(Type K), blue & white, waterborne traffic paint AQ Each 10

TOTAL:

SCHEDULE

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

AQ = Approximate Quantity. Payment will be made for quantites actually furnished/placed.

Pre-Bid Meeting, Ocoee Whitewater Center Seal Coat and Pavement Markings, AG-4756-S-16-0041 Contracting Officer’s Discussion Points

Attending for Government: Nina Barrow, Contracting Officer Gary Hubbard, Forest Engineer/Project COR Gustavo Vallejo, Procurement Technician Contractors in attendance: The Surface Masters

Justin Meier and Austin Klinefelter 2150 Northwest Pkwy, Suite T

Marietta, GA 30067 770-250-6392 ext 702 justin.meier@thesurfacemasters.com

Meeting (not mandatory) was held on June 28, 2016 at 1030 at project site, Ocoee Whitewater Center, 4400 Hwy 64, Copperhill, TN.

Project is 100% set aside for Small Business. Small business size is determined by firm’s registration in the System for Award Management (SAM).

Price range: $25,000 - $150,000.

This is a federal construction project. Construction Wage Rates apply (formerly Davis Bacon);

these are included as an attachment in the solicitation. You are required to make and keep payrolls, and submit certified payrolls weekly to COR. Retain records for 3 years, subject to DOL review. Note – minimum $10.10 wage.

Registration in the System for Award Management is required for award of contract. Go to https://www.sam.gov/ to register. Registration requires a DUNS number; go to http://www.dnb.com/ Registration is free for both Dun & Bradstreet and SAM.

This solicitation is issued as a Request for Quotation. A bid bond is not required. Payment protection will be required if award exceeds $35,000, but is less than $150,000. Acceptable forms of payment protections are: a payment bond, an irrevocable letter of credit, or a cashier’s check. A tripartite escrow agreement is not an acceptable form of payment protection for this solicitation.

Award will be on the basis of best value to the Government, using price, experience and past performance as evaluation factors. Price is somewhat more important than experience and past performance combined. Award may be made to other than the lowest priced quotation.

Successful contractor will have 10 days to furnish payment protection, in the amount of 100% of contract price. Quotes are due by 4:00 p.m. Tuesday, July 12, 2016. Quotes may be emailed or sent hard copy.

Contract time: 30 days following the effective date of the Notice to Proceed. Notice to Proceed will not be issued before September 12, 2016.

Check FedBizOpps for amendments. Sign-in sheet and questions and answers from the meeting today will be posted.

Gary Hubbard discussed aspects of the work to be completed:

https://www.sam.gov/ http://www.dnb.com/

1. The Whitewater Center will remain open to employees and the public during contract performance. Contractor will be required to submit a traffic control plan. Need to maintain 6 traffic spaces at all times.

2. Hubbard reviewed the Schedule of Items. Note the following:

Item 40401, Minor Hot Asphalt Concrete for Patching. Areas considered for patching were sites of former fence posts. After site inspection, Forest Service will change to asphalt overlay on the fence post sites at the west end of the parking lot. See Revised Schedule of Items, with added quantities.

AQ = Approximate Quantity. Quantities will be measured, and payment will be made for quantities actually furnished.

Item 40801, Seal Coat. Specifications for seal coat are found in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

Link: https://flh.fhwa.dot.gov/resources/specs/fp-03/fp-03usc.pdf

Item 41419: 5,000’ AQ, quantity should not exceed this figure. Contractor will seal longitudinal cracks, not alligator cracking.

Items 63401A, 63401B, 63405A, 63405B, 63405C, 63405D: paint is Type K, waterborne traffic paint. “Epoxy” is removed.

(Change in 36” pavement markings – to 18”?)

(Change in 36” exit signs?)

(Change in 84” directional arrows – to 6’?)

(determine correct spec for Handicap spaces if necessary – blue vs white) Contractor will provide submittals for crack cleaner, crack sealer, seal coat, paint, and hot asphalt concrete. Submittals will be reviewed and approved prior to start of work on site.

The following items must be protected from seal coat overspray: existing speed bumps, flagpoles, bear-proof trash cans, adjacent concrete surfaces.

Additional “No Parking” stencils/signs may be added.

Add “Do Not Enter” stencil/sign at turn-around.

Add hatching at lower handicap parking site.

The large parking area at the west or lower end of the site has very little existing pavement marking. Forest Service will furnish a plan after contract award for striping, which may include both vehicle parking and bus/large RV parking.

3. Work will not begin prior to September 12th, due to a scheduled event at the Whitewater Center September 11.

https://flh.fhwa.dot.gov/resources/specs/fp-03/fp-03usc.pdf

IN THE DRAWINGS:

On sheet 3, replace with:

ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY

40401

Minor Hot Asphalt Concrete for

Patching, DOT Surface Mix AQ Ton 90

41801

Emulsified Asphalt Seal Coat, 2 coats AQ S.Y. 28,700

41419 Crack Cleaning & Sealing AQ Foot 10,000

63401A

Pavement Markings, Parking

Spaces & Shoulder Line, nonreflectorized (Type K), white, waterborne traffic paint AQ Foot 10,400

63401B

Pavement Markings, Dashed

Centerline nonreflectorized

(Type K), yellow, waterborne traffic paint AQ Foot 1,000

63405A

Pavement Markings, 18" high, NO PARKING, nonreflectorized

(Type K), yellow, waterborne traffic paint AQ Each 23

63405B

Pavement Markings, 12" high, EXIT, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 1

63405C

Pavement Markings, 12" high, BUS/RV PARKING, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 3

63405D

Pavement Markings, 12" high, DO NOT ENTER, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 1

63405E

Pavement Markings, 72" high, directional arrows, nonreflectorized (Type K), white, waterborne traffic paint AQ Each 23

63405F

Pavement Markings, standard

ADA stencils & hatching, nonreflectorized (Type K), blue & white, waterborne traffic paint AQ Each 10

SUMMARY OF QUANTITIES

On sheet 4, o under GENERAL, replace second paragraph with:

No work shall begin prior to September 12, 2016 unless approved by the CO.

o ADD:

Prior to applying seal coat, the contractor shall protect all appurtenances such as trash cans, fee tubes, flag poles, speed bumps, signs, etc. from overspray.

On sheet 5, o under HOT ASPHALT CONCRETE FOR PATCHING, replace with:

The work under pay item 40401 shall be to place and compact a hot asphalt concrete surface mix overlay approximately 700’ long x 13’ wide x 1.5” thick on the North lane of the exit road near the gate on the West end of the center. The exact locations and dimensions shall be marked by the CO. The surface mix shall be a mix approved by a state DOT.

o Under PAVEMENT MARKINGS, add:

The work under pay item 63401A shall include the marking new spaces as indicated by the CO on the West end of the pavement where no spaces are marked; including approximately 10 parallel spaces adjacent to the concrete barriers and spaces for buses and RVs.

The work under pay item 63405A shall include marking the pavement for NO PARKING at 3 new, unmarked locations as indicated by the CO.

The work under pay item 63405C consists of marking the vertical surface of the concrete barriers along the West end at the locations indicated by the CO.

The work under pay item 63405D consists of placing new markings where the traffic flow changes from two way to one way. The exact location shall be indicated by the CO.

The work under pay item 63405F shall include hatching any existing ADA spaces that are not hatched.

o Add the following:

ASPHALT PAVEMENT AND JOINT SEALING

The work under pay item 41419 consists of cleaning and sealing longitudinal cracks (not

“alligator” cracks) in the road. If the actual quantity of cracks sealed is less than the estimated quantity shown in the schedule, the CO may designate cracks in the parking areas that are to be cleaned and sealed (not to exceed the estimated quantity).