W911XK-16-R-0009_Amendment_0003.pdf

W56MES53238982

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

FY16 Soo Compensating Works Gate Automation, Sault Ste. Marie, MI

The purpose of this amendment is to make specification & draw ings and add reference draw ings. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 10-Aug-2016

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 W911XK-16-R-0009

X 9B. DATED (SEE ITEM 11)

06-Jul-2016

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 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

10-Aug-2016

CODE

CONTRACTING BRANCH

USACE DETROIT DISTRICT

477 MICHIGAN AVENUE, 7TH FLOOR

DETROIT MI 48226-4523

W911XK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911XK-16-R-0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 3

For Solicitation No. W911XK-16-R-0009 FY16 Soo Compensating Works Gate Automation, Sault Ste. Marie, MI

The purpose of this amendment is to add/delete the information listed below and correct Exhibit A – Experience Information Form (header Information) and the project years of experience in the Solicitation.

A. SF 1449, Section 00130, Section 1.1 Factor1, Sub-Factor1, Relevant Specialized Experience, Section 1.1.1.1 Offeror Experience, Para b, change from: “6 years” to read: “10 years”.

CHANGES TO SPECIFICATIONS

Specification section 01 57 20.00 20 DELETE: Paragraph 3.9, Post Construction Cleanup or Obliteration

ADD:

3.9 POST CONSTRUCTION CLEANUP OR OBLITERATION

The Contractor shall remove all temporary facilities such as haul roads, work area, structures, stock piles of excess or waste materials, fencing, buoys, stakes, or other vestiges of construction within the work, storage and access areas or as directed by the Contracting Officer. Surfaces shall be evenly and smoothly dressed, sloped to drain, and the edges of the restored area graded to be flush with the surrounding existing grade even if original contours are not restored.

Specification section 27 13 23.00 40 DELETE: Paragraph 3.6, Reconditioning of Surfaces Installation

ADD:

3.6 RECONDITIONING OF SURFACES INSTALLATION

3.6.1 Unpaved Surface Treatment

Restore surfaces disturbed during the installation of duct or direct burial cable to their original elevation and condition.

Specification section 31 00 00 DELETE: Paragraph 3.16, Disposition of Surplus Material ADD to the end of paragraph 3.8: “The COR will designate an area, on the North Dike, within 1,000 feet of the Compensating Works, for disposal of satisfactory material.”

DELETE: Paragraph 1.3.5, Topsoil DELETE: Paragraph 3.1, Stripping of Topsoil DELETE: Paragraph 3.14, Placing Topsoil DELETE: Paragraph 3.13, Finishing:

ADD:

3.13 FINISHING

Finish the surface of excavations, embankments, and subgrades to a smooth and compact surface in accordance with the lines, grades, and cross sections or elevations shown. Provide the degree of finish for graded areas within 0.1 foot of the grades and elevations indicated except that the degree of finish for subgrades specified in paragraph SUBGRADE PREPARATION. Finish gutters and ditches in a manner that will result in effective drainage. The area in a ten foot perimeter around the electrical building shall be seeded and mulched. Remove rocks over 2” in diameter on the surface. Provide State-approved seed of the latest season's crop delivered in original sealed packages, bearing producer's guaranteed analysis for percentages of mixtures, purity, germination, weedseed content, and inert material. Label in conformance with AMS Seed Act and applicable state seed laws. Wet, moldy, or otherwise damaged seed will be rejected. Field mixes will be acceptable when field mix is performed on site in the presence of the Contracting Officer. After seed is applied, the area will be mulched with a straw or hay mulch free of noxious weeds, mold, and other deleterious materials.

The seed mixture by weight shall be:

Variety Percent (by Weight) Perennial Rye Grass 20 Creeping Red Fescue 50 Kentucky Blue Grass 30

DELETE: Paragraph 2.1, Requirements for Offsite Soils.

ADD:

2.1 REQUIREMENTS FOR OFFSITE SOILS

Any sand brought in for foundation work of backfill of trenches shall be purchased from a commercial quarry.

DELETE: Paragraph 1.4, System Description (sub paragraph 1.4.1 to remain)

ADD:

1.4 SYSTEM DESCRIPTION

Subsurface investigations have not been performed. Material within the North Dike is dumped rock fill placed directly on Jacobsville Sandstone Bedrock. The dumped rock fill generally consists of sandstone cobbles and boulders up to 4 feet in diameter with some finer material. The amount of sand size and below particles within the dike is highly variable. Under the Unified Soil Classification System (ASTM D2488), the dumped rock fill classifies as Poorly Graded Gravel (GP) or silty Gravel (GM). This fill material is an excavation product derived from the former and existing lock structures at the Soo Locks Complex.

(sub paragraph 1.4.1 to remain)

Specification section 40 95 00 DELETE: Paragraph 3.1.2.1.1 Remote Operations

ADD:

3.1.2.1.1 Remote Operations

One person operating the Compensating Works gates on a dedicated HMI from the electrical building or another location connecting to the facility SCADA.

DELETE: Paragraph 3.3.2.2 Sensor and Control Wiring Surge Protection

CHANGES TO PLANS

ADD sheet DC-172-003 as a reference drawing ADD sheet DC-172-006 as a reference drawing

Sheet G-002 ADD the following reference drawings to the index:

DC-172-003

DC-172-006

Sheet G-101, Barge Loading Area

ADD the following notes:

6. A LOAD LIMIT OF 500 POUNDS PER SQUARE FOOT SHALL BE ENFORCED AT THE SOUTHWEST PIER LOADING AREA. CRANE MATS ARE REQUIRED FOR ANY LARGE CONSTRUCTION EQUIPMENT THAT WILL BE STATIONED WITHIN 50 FEET OF THE WATER’S EDGE AND RESULT IN A LOAD LIMIT OF 500 LB/SF.

7. THE CONTRACTOR SHALL TAKE EXTREME CAUTION WHILE WORKING NEAR THE WATER’S EDGE OF

THE PIER.

8. THE CONTRACTOR SHALL PHYSICALLY MARK THE WALL PRIOR TO INITIATING CONSTRUCTION AND

MONITOR FOR LATERAL AND ROTATIONAL MOVEMENT. THEPIER MONOLITHS ARE NOT PERFECTLY

ALIGNED, SO THIS CAN BE DONE BY MARKING THE EXISTING JUNCTION BETWEEN MONOLITHS WITH A BRIGHT PAINT OF MARKER. IF MOVEMENT IS NOTED, THE CONTRACTOR SHALL IMMEDIATELY REMOVE

ALL EQUIPMENT FROM THE STRUCTURE AND UP TO 50’ FROM WATER’S EDGE OF THE PIER AND

CONTACT THE CONTRACTING OFFICER.

9. CRANE MATS ARE REQUIRED FOR EQUIPMENT WITHIN 50 FEET OF THE WATER’S EDGE OF THE PIER.

10. THE CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL BY THE CONTRACTING OFFICER THAT

ADDRESSES PROTECTION OF THE PIER WALLS.

11. ANY DAMAGE TO THE PIER WALLS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

12. For offloading material onto the north dike, construction of a ramp on the west end of the north dike is allowed; plans must be submitted to the contracting officer for review and approval.

13. The log boom near the railroad bridge may be removed during portions of the year when ice is not present. It will be moved by the Government upon request by the contractor. A minimum of 2 weeks notice shall be given before its removal is required.

Sheet E-650, PLC Cabinet Details DELETE Bill of Materials, Item 38 and replace with:

Bill of Materials Item 38, Qty 1, Part No. 2711P-T19C22D9P, Description AB PANELVIEW HMI TOUCHSCREEN 19", 24VDC

END OF AMENDMENT

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

MI-33 WAGE DET 22 JULY 2016

General Decision Number: MI160033 07/22/2016 MI33

Superseded General Decision Number: MI20150033

State: Michigan

Construction Type: Heavy

County: Chippewa County in Michigan.

Heavy, Includes Water, Sewer Lines and Excavation (Excludes Hazardous Waste Removal; Coal, Oil, Gas, Duct and other similar Pipeline Construction)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 05/20/2016 2 06/10/2016 3 06/24/2016 4 07/22/2016

BRMI0006-002 05/01/2016

Rates Fringes

BRICKLAYER.......................$ 27.47 18.60

* CARP1510-002 06/01/2016

Rates Fringes

CARPENTER, Includes Form Work....$ 23.42 19.33

ELEC1070-003 06/01/2014

Rates Fringes

ELECTRICIAN

Contracts $135,000 and under.......................$ 29.75 18.12 Contracts over $135,000.....$ 31.75 18.20

ENGI0325-021 09/01/2015

POWER EQUIPMENT OPERATORS: Underground Construction (Including Sewer)

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 29.47 21.85

GROUP 2.....................$ 24.58 21.85

GROUP 3.....................$ 24.08 21.85

GROUP 4.....................$ 23.80 21.85

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Backhoe/ Excavator, Boring Machine, Bulldozer, Crane, Scraper, Loader, Trencher (over 8 ft. digging capacity)

GROUP 2: Trencher (8-ft digging capacity and smaller)

GROUP 3: Boom Truck (non-swinging, non- powered type boom)

GROUP 4: Broom/ Sweeper, Fork Truck, Tractor

ENGI0326-006 05/01/2016

EXCLUDES UNDERGROUND CONSTRUCTION

Rates Fringes

OPERATOR: Power Equipment Crane, main boom & jib 120' or longer..............$ 28.81 22.55 Crane, main boom & jib 140' or longer..............$ 29.06 22.55 Crane, main boom & jib 220' or longer..............$ 29.31 22.55

GROUP 1 -

Backhoe/Excavator;

Bulldozer; Crane;

Compactor; Scraper; Loader..$ 28.31 22.55 GROUP 2 - Boom truck (non-swing)......................$ 25.06 22.55 GROUP 3 - Oiler.............$ 23.54 22.55

FOOTNOTES: Premium rate: main boom and jib 300 feet or longer is $1.50 per hour above the 220 ft. boom and jib rate. Main boom and jib 400 feet or longer is $3.00 per hour above the 220 ft. boom and jib rate.

IRON0008-009 05/01/2015

Rates Fringes

IRONWORKER, REINFORCING AND

STRUCTURAL

Contracts $10,000,000 or greater.....................$ 26.52 24.35

Contracts less than $10,000,000.................$ 23.11 24.35

Paid Holidays: New Year's Day, Memorial Day, July 4th, Labor Day, Thanksgiving Day & Christmas Day.

LABO0334-002 09/01/2014

SCOPE OF WORK:

OPEN CUT CONSTRUCTION: Excavation of earth and sewer, utilities, and improvements, including underground piping/conduit (including inspection, cleaning, restoration, and relining)

Rates Fringes

LABORER

(1) Common or General.......$ 19.86 12.75

(2) Mason Tender- Cement/Concrete.............$ 20.00 12.75

(4) Grade Checker...........$ 20.18 12.75

(5) Pipelayer...............$ 20.23 12.75

LABO1329-002 05/01/2016

EXCLUDES OPEN CUT CONSTRUCTION

Rates Fringes

LABORER

Common or General; Mason Tender - Cement/Concrete....$ 22.10 12.88 Pipelayer...................$ 22.51 12.88

PLAS0016-035 04/01/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 20.17 10.13

PLUM0111-009 06/01/2015

Rates Fringes

PLUMBER/PIPEFITTER...............$ 31.59 21.98

TEAM0007-010 06/01/2015

Rates Fringes

TRUCK DRIVER

Lowboy/Semi-Trailer Truck...$ 25.15 .50 + a+b

FOOTNOTE:

a. $419.45 per week.

b. $59.50 daily.

SUMI2010-031 11/09/2010

Rates Fringes

LABORER: Landscape..............$ 10.89 1.74

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 12.98 6.12

OPERATOR: Grader/Blade..........$ 16.63 5.85

OPERATOR: Roller................$ 13.74 7.93

TRUCK DRIVER: Dump Truck........$ 12.63 1.25

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)