B.08_Amendement_1_19Q5014_.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

W912HN19Q5014 is being amended to change the scope of w ork and extend the proposal due date to 15 July 2019 at 11:00 a.m. Eastern

Time. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 13-Jun-2019

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 W912HN19Q5014

X 9B. DATED (SEE ITEM 11)

24-May-2019

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

13-Jun-2019

CODE

U.S. ARMY ENGINEER DISTRICT SAVANNAH

ATTN: CT-P/AMY COLLINS

100 WEST OGLETHORPE AVENUE

SAVANNAH GA 31401-3046

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN19Q5014

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 24-Jun-2019 11:00 AM to 15-Jul-2019 11:00 AM.

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

INSTRUCTIONS

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. The Contract duration is inclusive of weather days listed in “Additional Contract Requirements

Section”.

NOTE NO. 2. See Clause 52.211-12 Liquidated Damages for the amount for each calender day

NOTE NO. 3. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

QUOTE SUBMISSION REQUIREMENTS AND INSTRUCTIONS

1. Who May Submit: The requirement will be advertised as a 100% Small Business Set- Aside; any legally organized firm considered a Small Business under the applicable NAICS Code may submit a proposal. The applicable NAICS Code for the subject work is 237990 with a small business size standard of $36.5M.

2. What To Submit:

2.1. Completed CLIN Schedule– Found above

3. How to Submit: Quotes shall be submitted via email to Amy.L.Collins@usace.army.mil by 11:00 a.m. Eastern

Time on 15 July 2019. Please Courtesy Copy Mr. Bruce A. Helms at bruce.a.helms@usace.army.mil.

BASIS OF AWARD

The award will be made to the lowest priced quote that is responsive to the solicitation and meets or exceeds its requirements.

The award will be made after a contractor responsibility determination is completed by the Contracting Officer on the apparent awardee.

APPARENT CLERICAL MISTAKES

(a) For the purpose of initial evaluations of bids, the following will be utilized in the resolving arithmetic mailto:bruce.a.helms@usace.army.mil discrepancies found on the face of bidding schedule as submitted by the bidder:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(5) For the purpose of bid evaluation, the government will proceed on the assumption that the bidder intends his bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(6) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

SCOPE OF WORK

FLOATING DOCK AND GANGWAY REPAIRS

ENGINEERS DEPOT

PURPOSE: The purpose of the work is to repair the 140 ft. long concrete floating dock and gangway at the

Savannah District Corps of Engineers Depot located at 99 Grand Prize of America Ave., Savannah, Georgia 31424.

CONDITION OF EXISTING FLOATING DOCK GANGWAY AND FLOATING DOCK:

Gangway: The floating dock is located adjacent to the fixed dock in the Savannah River. The existing aluminum and wood combination gangway for access from the fixed to floating dock is in useable condition. The weight of the existing gangway has breached the wheels for the ramp. These wheels have no rubber left on them, and the remaining wheel is wearing away at the concrete floating dock surface. It is assumed the increased weight is due to the aged water saturated wood, which the gangway is constructed with.

Floating Dock: The 140’ long concrete floating dock has a variable whaler system and has 7 occupied pile guides and 1 unoccupied pile guide installed on the exterior of the floating dock. There are 3 power/light pedestals. There are 7 pilings. The 140’ long concrete floating dock appears to be in fully functional and safe condition. There is a slight listing occurring on the northernmost corner. A certified EM 385 Dive Team with EM 385 compliant Surface

Supplied Diving Equipment has assessed the existing float and found an acceptable amount of barnacle growth. The growth on the portion of the floating dock underneath the ramp has a slightly greater amount of barnacle growth than the remaining 75% of the 140’ floating dock. All growth is acceptable and substantially low, based on the age of the floating dock. The diver visually inspected and bare-handedly brailed the entire submerged surface of the floats. During his inspection, there was no breach of the floats and they all appear to be 100% intact. The existing cleats appear to be properly installed with thru bolts running through the variable whaler system but are of an inadequate size to accommodate the conditions for which they are used.

Whaler System: The existing 4”x12” variable whaler system appears to have a breach in the system. The breach is between module 4 and 5 numbered away from the gangway impacting three of the 4”x12”x20’ timber whaler boards. This conclusion is drawn from fluctuation in buoyancy between module 4 and 5.

Fascia: The entire exterior 2”x12” facial board for the variable whaler system is breached, compromised, or nonexistent around the perimeter of the floating dock. All existing 140 thru rods are flared, blistered, or compromised, providing inadequate structural support for the entire 140’ floating dock system.

Pile Guide: Guides are in disrepair on three of the seven locations, those being at the southernmost and the second and third northernmost locations. Rollers are damaged, non-functional, or otherwise missing at the easternmost, southernmost, and northwesternmost locations per pile guide. The guides at these locations themselves appear to be in useable condition. There is one pile guide in good condition that is attached to the floating dock with no piling in it.

Pedestals: There are three pedestals which provide shore power to vessels secured to the floating dock. The transformers on two of the pedestals appear to be in serviceable condition. The outlets are outdated. The northernmost pedestal is only providing light, and appears to have no shore power or transformer.

Pilings: The 7 timber pilings appear to be in good serviceable condition.

Rub Rail: The existing rub rail, which is a repurposed fire hose, is a failed bumper system. The rub rail is laying in the water alongside the dock.

REQUIRED REPAIR WORK:

• Repair gangway casters. Replacement casters shall be marine-grade swivel casters with 4” diameter wheels with rubber wearing surfaces. All caster hardware shall be marine grade (hot-dipped galvanized or stainless steel).

• Remove and replace all 4”x12” whaler boards.

• Remove and replace all 2”x12” whaler fascia boards system.

• Remove existing thru rods and replace with ¾” hot dipped galvanized thru rods. Each rod will have a hot dipped galvanized OG washer and nut for proper installation.

• Remove and replace all 7 pile guides 28 rollers. Pile guides and rollers shall be of similar size and construction of existing guides and rollers (3” x 4.4”L), and shall be industry-standard (off-the-shelf) components. All hardware shall be marine grade. Install per manufacturer’s specifications.

• Replace all wiring and outlets, upgrading as necessary to meet current code requirements.

• Install 12” cleats spaced approximately 10’ on-center along both sides of the dock. Cleats will be hot dipped galvanized and thru bolted through the new variable whaler board system.

• Provide heavy-duty commercial grade rub rail suitable for larger (35’) boats. Install per manufacturer’s specifications utilizing marine-grade hardware. Rub rail shall be provided to entire exterior of the floating dock, as well as around the three exposed sided of the seven new pile guides.

(End of Summary of Changes)