16-B-0001-0005.pdf

W81G6761129348

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 update the drawings, specifications, update the bid schedule, and update the wage determination. The bid schedule included with this amendment incorporates all changes made in amendments 1-5.

The bid opening date has changed to 7 September 2016 at 2:00 PM (Central).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 26-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 W912ES-16-B-0001

X 9B. DATED (SEE ITEM 11)

25-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 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

26-Aug-2016

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-16-B-0001

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 #5

The following changes have been made to the solicitation:

1.) Bid Schedule:

CLIN 1022, Clearing and Grubbing, has been removed from the “EXISTING EMBANKMENT REMOVAL” section of the bid schedule and added to the ”RESTORATION OF POMME DE TERRE SECTION” section of the bid schedule as CLIN 1033. The line items in these sections have been renumbered accordingly.

CLIN 1040 has been changed from “Clearing and Grubbing” to “Stripping Roadway Aggregate” and now has a unit of measure of Cubic Yard.

2.) Drawings:

a.) Sheet CH101 has been updated.

Scour protection has been added to the detail drawing.

b.) Sheet CS401 has been updated.

The notes at the following quadrants D1, C1, & A5 have had their sheet references updated.

3.) Clauses:

The CLIN numbers in clauses 52.211-5000 & 52.211-5001 have been updated to reflect the changes to the bid schedule.

Clause 52.228-4002 Insurance has been added to section 00 80 00.

4.) Specifications:

a.) Section 01 14 00.00 13:

Revise paragraph SD-07 Certificates to the following:

Watercraft/Construction Equipment Invasive Species Inspection Documentation

The Contractor shall provide documentation for each watercraft or piece of construction equipment brought to the project site for the first time verifying that it has been inspected within the last 30 calendar days and is free of invasive species.

b.) Section 01 14 00.00 13:

Revise paragraph 1.6 to the following:

1.6 INVASIVE SPECIES REQUIREMENTS

The Contractor shall be responsible for ensuring that all watercraft and other construction equipment used in the construction of this project are free of all invasive species. Prior to bringing each previously used watercraft or piece of construction equipment on site for the first time, the Contractor shall inspect and, if necessary, clean it to ensure that it is free from soil residuals, egg deposits from plant pests, noxious weeds, plant seeds, aquatic plants and animals (to include zebra mussels), and any residual water. The Contractor shall provide documentation verifying that each watercraft or piece of construction equipment has been inspected, either by the Contractor or another entity, within the last 30 calendar days and is free of invasive species. Any watercraft or other construction equipment brought to the project site that is found to be contaminated with invasive species shall be immediately removed from the site by the Contractor. Contaminated watercraft or other construction equipment removed from the site shall not be brought back on site until all invasive species have been removed, removal documentation has been provided to the Contracting Officer, and the watercraft/construction equipment has been inspected and approved for use on site by the Contracting Officer.

c.) Section 01 22 00.00 13:

Revise paragraph 1.8.9.1 to the following:

1.8.9.1 Payment

Payment will be made on a job basis complete for furnishing all materials, equipment and labor and performing all operations necessary to provide any required cofferdam system for the embankment to allow for construction in the dry. Work shall include, but is not limited to, furnishing and installing the cofferdam materials and associated scour protection prior to initiation of construction, maintaining the system during the construction period, and removal and proper offsite disposal of the cofferdam materials once construction is complete. Once removed, cofferdam material may be used elsewhere in the project provided it meets the requirements for the zone in which it is to be placed. All incidentals shall be included in the bid price.

d.) Section 01 22 00.00 13:

Revise paragraph 1.9.17.1 to the following:

1.9.17.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of the cofferdam upstream of the drawdown structure as shown and specified. Work shall include, but not be limited to, furnishing, placement, and compaction of the impervious fill and installation of scour protection prior to construction of the drawdown structure and removal and proper disposal of cofferdam material once the cofferdam is no longer required. Once removed, cofferdam material may be used elsewhere in the project provided it meets the requirements for the zone in which it is to be placed. All incidentals including, but not limited to, excavation and disposal of the lake bed sediments to construct the key in and to place the base material for the cofferdam, shall be included in the bid price.

e.) SECTION 02 24 00.00 13

The following paragraph is added to part 2:

2.2 SCOUR PROTECTION MATERIALS FOR COFFERDAMS

Scour protection materials used on the lake side slope of the drawdown structure's upstream cofferdam shall include poly sheeting a minimum of 6 mils thick, sand bags filled with sand, and rope used to connect the sand bags. Scour protection materials for the remaining Contractor designed cofferdams may use the same types of materials used for the drawdown structure cofferdam or may use different materials designed by the Contractor and approved.

f.) SECTION 02 24 00 .00 13:

The following paragraphs are added to part 3.3:

3.3.3 Scour Protection for Cofferdams

3.3.3.1 Drawdown Structure's Upstream Cofferdam

Scour protection for the lake side slope of the drawdown structure's upstream cofferdam shall be constructed of 6 mil poly sheeting laid on the surface of the cofferdam, keyed in at the lake side crest of the dry cofferdam, and anchored down with sandbags connected with rope as shown. The scour protection shall be maintained and repaired as necessary during the period in which the cofferdam is in use and then removed and reused elsewhere on the project or properly disposed of offsite.

3.3.3.2 Contractor Designed Cofferdams

Scour protection for each of the Contractor designed cofferdams shall be maintained and repaired as necessary during the period in which each cofferdam is in use. When the cofferdam is no longer required, scour protection materials shall be removed and either reused elsewhere on the project or properly disposed of offsite.

SECTION 00 00 10 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 02-Sep-2016 02:00 PM to 07-Sep-2016 02:00 PM.

MARSH LAKE ECOSYSTEM RESTORATION

MARSH LAKE, MINNESOTA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

BASE CONTRACT: PHASE 1

0001 Bonds (Performance and Payment) 1 Job

DRAWDOWN STRUCTURE

0002 Temporary Erosion Control Features 1 Job

Drawdown Structure Upstream Cofferdam

0003AA First 17,400 CY 17,400 CY

0003AB Over 17,400 CY 7,500 CY

0004 Drawdown Structure Dewatering 1 Job

0005 Clearing and Grubbing 1 Job

0006 Stripping

0006AA First 800 CY 800 CY

0006AB Over 800 CY 300 CY

0007 Remove and Salvage Existing Riprap

0007AA First 400 CY 400 CY

0007AB Over 400 CY 150 CY

0008 Remove and Salvage Existing Gravel

0008AA First 150 CY 150 CY

0008AB Over 150 CY 70 CY

0009 Drawdown Structure 1 Job

0010 Drawdown Structure Sluice Gates 1 Job

0011 R20 Riprap 660 Ton

0012 B1 Bedding 210 Ton

0013 Aggregate Surface Course 75 CY

0014 Topsoil and Seeding 1 Job

OUTLET CHANNEL DOWNSTREAM OF

0015 Temporary Erosion Control Features 1 Job

Inlet and Outlet Drawdown Structure Channel Excavation

0016AA First 20,000 CY 20,000 CY

0016AB Over 20,000 CY 3,000 CY

0017 R80 Riprap 1,520 Ton

0018 B2 Bedding 460 Ton

0019 Topsoil and Seeding 1 Job

ACCESS RAMP, ROAD, AND PARKING AREA WEST OF

0020 Temporary Erosion Control Features 1 Job

0021 Demolition of Fishery Control Structure 1 Job

0022 Clearing and Grubbing 1 Job

0023 Stripping

0023AA First 400 CY 400 CY

0023AB Over 400 CY 150 CY

0024 Remove and Salvage Existing Riprap

0024AA First 400 CY 400 CY

0024AB Over 400 CY 150 CY

0025 Remove and Salvage Existing Gravel

0025AA First 150 CY 150 CY

0025AB Over 150 CY 70 CY

0026 Random Fill 7,550 CY

0027 R20 Riprap 1,000 Ton

0028 B1 Bedding 375 Ton

0029 Chinking Stone 25 Ton

0030 Aggregate Surface Course 320 CY

0031 Topsoil and Seeding 1 Job

0032 Bollards 1 Job

FISH PASSAGE AND FISH PASSAGE

EMBANKMENTS

0033 Temporary Erosion Control Features 1 Job

0034 Fish Passage Cofferdams 1 Job

0035 Fish Passage Dewatering 1 Job

0036 Demolition of Gauge Well 1 Job

0037 Demolition of Sluice Way Conduit 1 Job

0038 Concrete Notch Cutoff 1 Job

0039 Stripping

0039AA First 125 CY 125 CY

0039AB Over 125 CY 50 CY

Remove and Dispose of Existing Grouted Riprap

0040AA First 350 Tons 350 Ton

0040AB Over 350 Tons 100 Ton

0041 Remove and Salvage Existing Gravel

0041AA First 100 CY 100 CY

0041AB Over 100 CY 50 CY

0042 Fish Passage Excavation

0042AA First 1,200 CY 1,200 CY

0042AB Over 1,200 CY 400 CY

0043 Impervious Fill

0043AA First 6,000 CY 6,000 CY

0043AB Over 6,000 CY 1,000 CY

0044 Geotextile 6,220 SY

0045 Chinking Stone

0045AA First 900 Tons 900 Ton

0045AB Over 900 Tons 300 Ton

0046 R270 Riprap

0046AA First 7,500 Tons 7,500 Ton

0046AB Over 7,500 Tons 2,100 Ton

0047 B3 Bedding

0047AA First 2,500 Tons 2,500 Ton

0047AB Over 2,500 Tons 500 Ton

0048 Boulders

0048AA First 1,800 Tons 1,800 Ton

0048AB Over 1,800 Tons 500 Ton

0049 Aggregate Surface Course 25 CY

0050 Topsoil and Seeding 1 Job

Pedestrian Bridge Abutments at Existing Dam 1 Job

0052 Fish Passage Tailwater Orifice Line 1 Job

EMERGENCY SPILLWAY

Remove and Dispose of Existing Grouted Riprap 10 Ton

0054 Remove and Salvage Existing Gravel 10 CY

0055 Pedestrian Bridge Abutments at Spillway 1 Job

TOTAL PRICE FOR BASE CONTRACT

(PHASE 1) BID ITEMS:

OPTION 1: PHASE 2

1001 Bonds (Performance and Payment) 1 Job

EMBANKMENT

1002 Temporary Erosion Control Features 1 Job

1003 Embankment Cofferdams 1 Job

1004 Embankment Dewatering 1 Job

1005 Stripping

1005AA First 9,000 CY 9,000 CY

1005AB Over 9,000 CY 11,500 CY

1006 Stripping Roadway Aggregate 950 CY

1007 Clearing and Grubbing 1 Job

Removal of Unsatisfactory Material for the Embankment Crossing at the Pomme de Terre Channel 1008AA First 10,000 CY 10,000 CY

1008AB Over 10,000 CY 5,500 CY

Removal of Unsatisfactory Material for the Embankment Crossing at

Marsh Lake 1009AA First 1,000 CY 1,000 CY

1009AB Over 1,000 CY 1,000 CY

1010 Inspection Trench 4,220 LF

1011 Impervious Fill

1011AA First 40,200 CY 40,200 CY

1011AB Over 40,200 CY 22,000 CY

1012 Random Fill 1012AA First 28,650 CY 28,650 CY

1012AB Over 28,650 CY 13,000 CY

1013 Aggregate Surface Course 4,200 CY

1014 R20 Riprap

1014AA First 4,000 Tons 4,000 Ton

1014AB Over 4,000 Tons 800 Ton

1015 B1 Bedding

1015AA First 2,000 Tons 2,000 Ton

1015AB Over 2,000 Tons 650 Ton

1016 Topsoil and Seeding 1 Job

1017 Remove Two 36" CMP Culverts 1 Job

1018 Signs 1 Job

EXISTING EMBANKMENT REMOVAL

1019 Temporary Erosion Control Features 1 Job

1020 Stripping

1020AA First 2,000 CY 2,000 CY

1020AB Over 2,000 CY 500 CY

1021 Stripping Roadway Aggregate 4,100 CY

1022 Embankment Excavation 39,800 CY

1023 Topsoil and Seeding 1 Job

PARKING LOT ON WEST SIDE OF

240TH AVE. SW

1024 Temporary Erosion Control Features 1 Job

1025 Stripping 1025AA First 300 CY 300 CY

1025AB Over 300 CY 150 CY

1026 Excavation of Parking Lot Swale 60 CY

1027 Random Fill 350 CY

1028 Aggregate Surface Course 180 CY

1029 Topsoil and Seeding 1 Job

1030 WMA Sign Board 1 Job

1031 Corner Posts 1 Job

RESTORATION OF POMME DE TERRE

RIVER ALIGNMENT

1032 Temporary Erosion Control Features 1 Job

1033 Clearing and Grubbing 1 Job

1034 Excavation of Pomme de Terre Channel 1034AA First 18,375 CY 18,375 CY

1034AB Over 18,735 CY 8,625 CY

1035 R20 Riprap

1035AA First 2,940 tons 2,940 Ton

1035AB Over 2,940 Tons 315 Ton

1036 Channel Plugs 8 Each

1037 Toe Wood Structures 950 LF

255TH AVE SW RELOCATION

1038 Temporary Erosion Control Features 1 Job

1039 Stripping

1039AA First 1,200 CY 1,200 CY

1039AB Over 1,200 CY 500 CY

1040 Stripping Roadway Aggregate 210 CY

1041 Random Fill 4,725 CY

1042 Aggregate Surface Course 325 CY

1043 Topsoil and Seeding 1 Job

1044 Signs 1 Job

TOTAL PRICE FOR OPTION 1 (PHASE

2) BID ITEMS:

TOTAL PRICE FOR BASE (PHASE 1) AND OPTION 1

(PHASE 2) BID ITEMS:

SECTION 00 01 00 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

52.211-5000 EVALUATION OF SUBDIVIDED ITEMS

Item Nos: 0003, 0006, 0007, 0008, 0016, 0023, 0024, 0025, 0039, 0040, 0041, 0042, 0043, 0045, 0046, 0047, 0048, 1005, 1008, 1009, 1011, 1012, 1014, 1015, 1020, 1025, 1034, 1035, and 1039 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of provision)

SECTION 00700 - CONTRACT CLAUSES

52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES, SUBDIVIDED ITEMS

This variation in estimated quantities clause is applicable only to Items Nos. 0003, 0006, 0007, 0008, 0016, 0023, 0024, 0025, 0039, 0040, 0041, 0042, 0043, 0045, 0046, 0047, 0048, 1005, 1008, 1009, 1011, 1012, 1014, 1015, 1020, 1025, 1034, 1035, and 1039.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for Items Nos 0003, 0006, 0007, 0008, 0016, 0023, 0024, 0025, 0039, 0040, 0041, 0042, 0043, 0045, 0046, 0047, 0048, 1005, 1008, 1009, 1011, 1012, 1014, 1015, 1020, 1025, 1034, 1035, and 1039 is less than 85% of the quantity of the first sub-item listed under such item, the contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

(c) If the actual quantity of work performed under Items Nos. 0003, 0006, 0007, 0008, 0016, 0023, 0024, 0025, 0039, 0040, 0041, 0042, 0043, 0045, 0046, 0047, 0048, 1005, 1008, 1009, 1011, 1012, 1014, 1015, 1020, 1025, 1034, 1035, and 1039 exceeds 115% or is less than 85% of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Items Nos. 0003, 0006, 0007, 0008, 0016, 0023, 0024, 0025, 0039, 0040, 0041, 0042, 0043, 0045, 0046, 0047, 0048, 1005, 1008, 1009, 1011, 1012, 1014, 1015, 1020, 1025, 1034, 1035, and 1039 exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

(End of clause)

SECTION 00 08 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

52.228-4002 INSURANCE

As referenced in Contract Clause: INSURANCE--WORK ON A GOVERNMENT INSTALLATION, the following types and amounts of insurance are required under this contract.

Type Amount

Worker's Compensation and Employer's Liability Insurance:

Coverage A Compliance with State of Minnesota Worker's Compensation Worker's Compensation Law

Coverage B $ 100,000 Employer's Liability

General Liability Insurance:

Bodily Injury $1,000,000 per occurrence

Property Damage Not Required

Automobile Liability Insurance (Comprehensive Policy Form):

Bodily Injury $ 500,000 per person and

$1,000,000 per occurrence

Property Damage $ 100,000 per occurrence

WAGE RATES

General Decision Number: MN160118 08/26/2016 MN118

Superseded General Decision Number: MN20150118

State: Minnesota

Construction Type: Heavy Heavy including Water and Sewer Lines

Counties: Big Stone, Chippewa, Cottonwood, Grant, Jackson, Kittson, Lac Qui Parle, Lincoln, Lyon, Marshall, Murray, Nobles, Norman, Otter Tail, Pennington, Pipestone, Pope, Red Lake, Redwood, Rock, Roseau, Stevens, Swift, Traverse, Wilkin and Yellow Medicine Counties in Minnesota.

HEAVY CONSTRUCTION PROJECTS (including sewer/water 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 06/17/2016 2 07/01/2016 3 07/29/2016 4 08/26/2016

CARP0606-025 05/01/2015

BIG STONE, CHIPPEWA, COTTONWOOD, GRANT,JACKSON, LAC QUI PARLE, LINCOLN, LYON, MURRAY, NOBLES, PIPESTONE, POPE, REDWOOD, ROCK, STEVENS, SWIFT, TRAVERSE, YELLOW MEDICINE

Rates Fringes

CARPENTER (Form Work Only).......$ 26.62 15.68

CARP0606-026 05/01/2015

KITTSON, MARSHALL, NORMAN, OTTER TAIL, PENNINGTON, RED LAKE, ROSEAU, WILKIN

Rates Fringes

CARPENTER (Form Work Only).......$ 26.15 16.15

ELEC0292-025 09/01/2008

BIG STONE, CHIPPEWA, LAC QUI PARLE, POPE, STEVENS, SWIFT

Rates Fringes

ELECTRICIAN

Electrical Contracts $300,000 and over...........$ 28.17 18.55 Electrical Contracts under $300,000....................$ 27.04 18.27

ELEC0343-023 07/01/2016

COTTONWOOD, JACKSON, LINCOLN, LYON, REDWOOD, YELLOW MEDICINE

Rates Fringes

ELECTRICIAN......................$ 32.70 14.92

ELEC0426-003 06/01/2016

MURRAY, NOBLES, PIPESTONE & ROCK COUNTIES

Rates Fringes

ELECTRICIAN

0 to 10 miles from Worthington, Minnesota, and 0 to 70 miles from Sioux Falls, South Daktoa...$ 22.19 10%+8.34 Remaining Area..............$ 27.31 1.5%+11.19

ELEC1426-005 06/01/2014

GRANT, KITTSON, MARSHALL, NORMAN, OTTER TAIL, PENNINGTON, RED LAKE, ROSEAU, TRAVERSE

& WILKIN COUNTIES

Rates Fringes

ELECTRICIAN......................$ 27.59 11.5%+8.20

ENGI0049-023 05/01/2016

Rates Fringes OPERATOR: Power Equipment

GROUP 2.....................$ 26.35 18.90

GROUP 3.....................$ 25.42 18.90

GROUP 4.....................$ 25.11 18.90

GROUP 5.....................$ 23.40 18.90

GROUP 6.....................$ 22.80 18.90

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 2: Crane with over 135' Boom, excluding jib; Hydraulic Backhoe with shovel-type controls, 3 cubic yards and over; Grader/Blade finishing earthwork and bituminous.

GROUP 3: Hydraulic Backhoe with shovel-type controls up to 3 cubic yards; Loader 5 cu yd and over (Excluding Sewer & Water lines); Mechanic; Tandem Scraper; Truck Crane;

Crawler Crane

GROUP 4: Bituminous Roller 8 tons & over; Elevating Grader; Bobcat/Skid Steer Loader over 1 cu yd; Loader over 1 cu yd (Excluding Sewer & Water lines); Grader; Scraper up; to 32 cu yd; Farm Tractor with Backhoe attachment; Skid Steer Loader over 1 cu yd with Backhoe attachment; Loader over 1 cu yd (Excluding Sewer & Water lines); Tractor over 50 hp; Bulldozer over 50 hp.

GROUP 5: Bituminous Roller under 8 tons; Bituminous Rubber Tire Roller; Bobcat/Skid Steer Loader up to 1 cu yd; Loader up to 1 cu yd (Excluding Sewer & Water lines);

Tractor 50 hp or less; Bulldozer 50 hp or less.

GROUP 6: Oiler, Crane Oiler

CRANE OVER 135' BOOM, EXCLUDING JIB - $ .25 PREMIUM;

CRANE OVER 200' BOOM, EXCLUDING JIB - $ .50 PREMIUM

UNDERGROUND WORK:

UNNELS, SHAFTS, ETC. - $ .25 PREMIUM

UNDER AIR PRESSURE - $ .50 PREMIUM

HAZARDOUS WASTE PROJECTS (PPE Required):

LEVEL A - $1.25 PREMIUM

LEVEL B - $ .90 PREMIUM

LEVEL C - $ .60 PREMIUM

* IRON0512-012 06/05/2016

BIG STONE, CHIPPEWA, COTTONWOOD, GRANT, JACKSON, KITTSON, LAC QUI PARLE, LINCOLN, LYON, MURRAY, NOBLES, OTTERTAIL, PIPESTONE,POPE, REDWOOD, ROCK, STEVENS, SWIFT, TRAVERSE, YELLOW MEDICINE

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 36.00 24.90

IRON0512-027 05/01/2015

MARSHALL, NORMAN, PENNINGTON, RED LAKE, ROSEAU, WILKIN

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING......................$ 31.04 23.45

LABO0132-037 05/09/2016

Rates Fringes

LABORER (LANDSCAPE)..............$ 25.88 16.57

LABO0132-043 05/01/2012

COTTONWOOD, JACKSON, LAC QUI PARLE, LINCOLN, LYON, MURRAY, NOBLES, PIPESTONE, REDWOOD, ROCK, AND YELLOW MEDICINE COUNTIES

Rates Fringes

LABORER (LANDSCAPE)..............$ 17.49 12.10

LABO0563-003 05/01/2014

BIG STONE, CHIPPEWA, GRANT, OTTER TAIL, POPE, STEVENS, SWIFT, AND TRAVERSE COUNTIES

Rates Fringes

LABORERS

(2) Mason Tender - Cement/Concrete.............$ 20.20 13.88

(6) Pipelayer (Excluding Sewer & Water Lines)........$ 22.50 13.88

LABO0563-050 05/01/2016

BIG STONE, CHIPPEWA, GRANT, OTTER TAIL, POPE, STEVENS, SWIFT, TRAVERSE, AND WILKIN

COUNTIES

Rates Fringes

LABORER (LANDSCAPE)..............$ 21.39 14.80

LABO1097-003 05/01/2014

KITTSON, MARSHALL, NORMAN, PENNINGTON, RED LAKE, AND ROSEAU COUNTIES

Rates Fringes

LABORERS

(2) Mason Tender - Cement/Concrete.............$ 20.20 13.88

(6) Pipelayer (Excluding Sewer & Water Lines)........$ 22.50 13.88

LABO1097-012 05/01/2014

KITTSON, MARSHALL, NORMAN, PENNINGTON, RED LAKE, AND ROSEAU COUNTIES

Rates Fringes

LABORER (LANDSCAPE)..............$ 20.00 13.88

SUMN2009-090 09/28/2009

Rates Fringes LABORER: Common or General

(Excludes Water & Sewer Lines)...$ 15.58 5.67

TRUCK DRIVER: Straight Truck....$ 16.05 0.00

WATER & SEWER LINES:

Laborer, Common or General.......$ 13.66 5.92

WATER & SEWER LINES:

Laborer, Pipelayer...............$ 15.63 5.92

WATER & SEWER LINES:

Operator - Loader/Front End Loader...........................$ 17.56 7.55

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)