Amendment_W9127N18R0045_0001.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

The purpose of this amendment is to extend the proposal due date from 23 July 2018 to 2 August 2018. Additionally, this amendment includes revised specifications as attachment W9127N18R0045 0001 and additional attachments including:

Attachment A, Offeror's Experience Form Attachment B, Past Performance Questionnaire

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 18-Jul-2018

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 W9127N18R0045

X 9B. DATED (SEE ITEM 11)

22-Jun-2018

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 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

18-Jul-2018

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N18R0045

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 23-Jul-2018 02:00 PM to 02-Aug-2018 02:00 PM.

(End of Summary of Changes)

Detroit Tainter Gate Rehabilitation

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 39.10 25 AS-BUILT DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 82 14.00 25 ASBESTOS ABATEMENT WORK

02 83 13.00 25 LEAD IN CONSTRUCTION

DIVISION 05 - METALS

05 05 23.00 25 WELDING, STRUCTURAL

05 59 13.00 25 FABRICATION OF HYDRAULIC STEEL STRUCTURES WITH FRACTURE

CRITICAL COMPONENTS

DIVISION 09 - FINISHES

09 97 02.00 25 PAINTING: HYDRAULIC STRUCTURES

09 97 03.00 25 PAINTING: MECHANICAL EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 25 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 25 INSULATED WIRE AND CABLE

26 05 48.00 25 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 25 APPARATUS INSPECTION AND TESTING

26 24 13.00 25 INTEGRATED POWER CENTER

26 36 00.00 25 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.00 25 SELF-LUBRICATED MATERIALS, FABRICATION, HANDLING,

ALIGNMENT AND ASSEMBLY

35 20 16.47 25 SPILLWAY GATE MECHANICAL EQUIPMENT

35 20 16.48 25 SPILLWAY GATE WIRE ROPE FABRICATION AND INSTALLATION

DIVISION 40 - PROCESS INTERCONNECTIONS

40 91 19.34 25 POST COMMISSIONING AND INSTRUMENTATION AND TESTING

40 95 00.00 25 PROCESS CONTROL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 02.00 25

PAINTING: HYDRAULIC STRUCTURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DEFINITIONS AND NOMENCLATURE

1.4.1 Paint

1.4.2 Shop Painting

1.4.3 Touch-Up Painting

1.4.4 Repainting

1.5 PRE-PAINTING CONFERENCE

1.6 QUALIFICATIONS

1.6.1 Contractor Qualification

1.6.2 Coating Thickness Gauge Certification

1.7 SAMPLING AND TESTING

1.7.1 General

1.7.2 Special Paint Formulations

1.8 PACKAGING, LABELING, DELIVERY, AND STORAGE OF PAINT

1.9 SAFETY AND HEALTH PROVISIONS

1.10 ENVIRONMENTAL PROTECTION

PART 2 PRODUCTS

2.1 SPECIAL PAINT FORMULATIONS

2.1.1 General

2.1.2 Ingredients for Special Paint Formulas

PART 3 EXECUTION

3.1 CLEANING AND PREPARATION OF SURFACES TO BE PAINTED

3.1.1 General

3.1.2 Ferrous Surfaces Subject to Severe and Atmospheric Exposures

3.2 SHOP AND FIELD PAINT APPLICATION AND PROCEDURE

3.2.1 Shop Painting and Painter Qualifications

3.2.1.1 General

3.2.1.2 Test Plate

3.2.1.3 Certification Test Procedure

3.2.1.4 Certification Criteria

3.2.2 Field Painting

3.2.3 General

3.2.4 Mixing and Thinning

3.2.5 Atmospheric and Surface Conditions

3.2.6 Time Between Surface Preparation and Painting

3.2.7 Method of Paint Application

3.2.8 Coverage and Film Thickness

3.2.9 Measurements of Ferrous Metal

SECTION 09 97 02.00 25 Page 1

3.2.10 Progress of Painting Work

3.2.11 Faying Surfaces

3.2.12 Drying Time Prior to Immersion

3.2.13 Protection of Painted Surfaces

3.3 SPECIAL DIRECTIONS FOR MIXING AND APPLYING VINYL PAINTS

3.3.1 General

3.3.2 Vinyl Paint

3.3.3 Vinyl Zinc-Rich Primer

3.4 PAINT SYSTEMS TO BE APPLIED

3.4.1 Protection of Nonpainted Items

3.4.2 Colors and Tints

3.4.3 Surface Preparation

3.5 PAINTING SCHEDULES

3.5.1 Skin Plate Affected Areas

3.6 SUPPLEMENTARY APPLICATION INSTRUCTIONS

3.7 CONTRACTOR QUALITY CONTROL

3.7.1 Contractor Quality Control Personnel

3.7.2 Inspection Hold Points

3.7.3 Quality Control Records

-- End of Section Table of Contents --

SECTION 09 97 02.00 25 Page 2 of the skin plate. The skin plate's thickness along the bottom of the gate is also included in the painting work. Reference informational drawing DE-112-91.

(3) Six foot tall horizontal strip from side to side of the gate with its top edge starting two feet below the top of gate. The sides of the horizontal strip start one foot from both of the skin plate's vertical edges. Additional coats running the entire entire width may be required due to additional wear and tear.

(4) 15 square feet per gate will be divided into 6 square inch increments that must be prepared by chemical stripping prior to surface grinding of select pitted areas on the upstream face of the gate skin plate surface. Areas to be painted shall be determined by the Government COR Representative.

b. Downstream

All of the exposed faces and edges of the 1/2-inch bent plate at the bottom of the gate along its entire length measured from both vertical edges of the skin plate. This includes the faces underneath the bottom seal, clamp bar, and clamping accessories.

Reference informational drawing DE-112-93.

3.6 SUPPLEMENTARY APPLICATION INSTRUCTIONS

Surfaces must be coated with the system indicated in the schedule and/or as noted on the drawings in accordance with the following instructions.

Thesevinyl systems must be sprayed applied to an average dry film thickness of at least 7.0 mils for the completed system, and the thickness at any spot must not be less than 6.0 mils. The dry film thickness of the zinc-rich coat must be a minimum of 2.5 mil. The specified film thickness, including the prescribed total, must be attained in any event, and any extra coats needed to attain specified film thickness must be applied at no additional cost to the Government. Attainment of the specified film thickness by applying fewer than prescribed number of coats or spray passes will be accepted provided heavier applications do not cause an increase in unacceptable conditions such as, runs, sags, pinholes, bubbles, blisters, or voids in the dried film and provided that not more than 2.0 mils (dry film thickness) per double spray coat, nor more than 1.0 mil per single spray pass of non-zinc paint must be applied in any event. The final coat of aluminum vinyl must not be applied by a roller. See safety provisions and special directions for applying vinyl type paints. Submit for approval a touch up Touch Up Procedure in accordance with the manufacturers method of repair and the requirements with in this paragraph.

3.7 CONTRACTOR QUALITY CONTROL

3.7.1 Contractor Quality Control Personnel

Submit for Government approval the credentials of the Contractor's painting (including shop, field, touch-up and repainting) quality control personnel.

The Contractor's QC Painting/Coating Inspector must at a minimum be qualified to level 2 status under the NACE CIP or SSPC PCI programs. All work specified herein must be conducted only when the Contractor's Paint Inspector is on the jobsite full time. Submit all Inspection and Test Reports from the Contractor's Inspector to the Government within seven days of each inspection. The Government reserves the right to have the Contractors QC personnel removed from the project if there is reasonable

SECTION 09 97 02.00 25 Page 22