Ramsey_Creek_Task_Order_.pdf

MATOC TASK ORDER SCOPE OF WORK

PROJECT TITLE

Mississippi River Levee Maintenance, Ramsey Creek Scour Repair

PROJECT LOCATION

Scott County, Missouri.

SCOPE OF WORK

The work consists of providing all plant, labor, and equipment necessary to repair existing bank scour according to the plans and specifications along Ramsey Creek near Scott City, MO. The work for this project will be the first Task Order for the MATOC.

AREA OFFICE

Caruthersville (573-333-1043)

AREA ENGINEER INFORMATION

Mr. Daimon McNew, Area Engineer Caruthersville Area Office 706 Harry S. Truman Boulevard Caruthersville, Missouri 63830-1268

If other, give contact information:

N/A

AUTHORITY

The work provided for herein is authorized by the Flood Control Act approved 15 JUNE 1936, as amended.

APPROPRIATION

96X3112 – Flood Control, Mississippi River and Tributaries

ALLOTMENT

MRL – Maintenance

LOCAL POINT OF CONTACT (in the event of obstruction along project area) Little River Drainage District Cape Girardeau, MO

(573) 335-3439

TRANSPORTATION FACILITIES (DIRECTIONS TO THE PROJECT)

The site can be accessed via Missouri Hwy M located just west of Scott City, Missouri city limits.

LENGTH OF PROJECT

Approximately 500 LF of Ramsey Creek in Missouri.

STATION RANGE

Ramsey Creek Scour Repair:

Centerline STA. 3+00 – 7+60 (as indicated on drawings).

PERFORMANCE PERIOD (# of calendar days) 230 calendar days

NON-WORK PERIOD

N/A

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (6) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

18 14 9 8 8 5 6 4 5 6 8 15

AMOUNT OF LIQUIDATED DAMAGES

$870.00 per calendar day

ESTIMATED PROJECT VALUE

$ 250,000 - $500,000

TOTAL PROJECT SITE AREA

Approximately 2.2 acres

TOTAL DISTURBED AREA

Approximately 2.2 acres

PROJECT RECEIVING WATERS

Ramsey Creek flows into the Headwater Diversion Canal which ultimately flows into the Mississippi River.

PROJECT WITHIN THE JURISDICTION OF AN MS4

No

STORMWATER ENTER A WATERBODY ON THE 303(d) LIST OR WITH AN APPROVED TMDL Yes – Headwater Diversion Canal is listed on the 303(d) list

MRL-M - RAMSEY CREEK SCOUR REPAIR RAMSEYCRKSCOUR

DOCUMENT 00 41 00.00 11

BIDDING SCHEDULE

10/8/15

PART 1 BIDDING SCHEDULE

MULTIPLE AWARD TASK ORDER CONTRACT (MATOC)

FOR MISCELLANEOUS REPAIRS AT

VARIOUS LOCATIONS WITHIN MEMPHIS DISTRICT

RAMSEY CREEK SCOUR REPAIR

1.1 LINE ITEMS

This Task Order will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS 52.236-7008, Contract Prices."

Bid Items with Unit Prices Form ITEM DESCRIPTION Estimated Unit Quantity Unit Price Amount

0001 Mobilization and Demobilization 1 JA XXX.XX $____.__

0002 Environmental Protection 1 JA XXX.XX $____.__

0003 Channel Shaping (Sta. 3+00-7+60) 1 JA XXX.XX $____.__

0004 Storm Water Pollution Prevention

0004A Storm Water Pollution Prevention Plan 1 JA _______ $____.__

0004B Silt Fence 1100 LF _______ $____.__

0004C Construction Exit 1 EA _______ $____.__

0005 Clearing 0.3 AC _______ $____.__

0006 Riprap, R-400 2170 TN _______ $____.__

0007 Seeding & Mulching 2.2 AC _______ $____.__

Grand Total Items 0001 thru 0007 $_______.__

1.2 NOTES

NOTE 1: Bidders shall furnish unit prices for all items listed on the schedule of bid items, which require unit prices. If the bidder fails to insert a unit price in the appropriate blank for required items, but does furnish an extended total or an estimated amount for such items, the Government will deem his unit price to be the quotient obtained by dividing

DOCUMENT 00 41 00.00 11 Page 2 the extended estimated amount for that line item by the quantity. IF THE

BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED ESTIMATED AMOUNT FOR ANY

ITEM, HIS BID WILL BE DECLARED NONRESPONSIVE.

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

Award will be made as a whole to one bidder.

AC = Acre CF = Cubic Feet CY = Cubic Yard DH = Miles EA = Each FC = 1000 Cubic Feet FT = Foot HF = 100 Feet HH = 100 Cubic Feet HL = 100 Linear Feet HR = Hours HS = 100 Square Feet HY = 100 Yards LB = Pound LF = Linear Foot LH = Labor Hour JA = Job (lump sum) LY = Linear Yard MI = Miles SB = Square Mile SF = Square Foot SQ = Square SY = Square Yard TL = 1000 Linear Feet TN = Net Ton UN = Unit YD = Yard YL = 100 Linear Yards YM = Cubic Yards Per Mile

All quantities are estimated except where unit is given as "JA" or "EA".

NOTE 2: If a bid or modification to a bid based on unit prices is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price, including lump sum units, in bid schedule must be stated, or, if it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

NOTE 3: Bidders are cautioned to read Contract Clause entitled "DFAR 252.204-7004, Alternate A, System for Award Management (FEB 2014) located in Section 00 70 00.00 11 CONTRACT CLAUSES.

-- End of Document --

DOCUMENT 00 41 00.00 11 Page 3

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

1/10/08

PART 1 GENERAL

1.1 TASK ORDER PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

a. Measurement

No measurement will be made for Mobilization and Demobilization.

b. Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clauses PAYMENT FOR MOBILIZATION

AND DEMOBILIZATION.

c. Unit of measure, Job: JA

1.1.2 Environmental Protection

a. Measurement

No measurement will be made for Environmental Protection.

b. Payment

Payment will be made for costs associated with operations necessary for environmental protection as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection." This price and payment does not include those items covered under "Storm Water Pollution Prevention;" however, it does include items incidental thereto. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local

SECTION 01 22 00.00 11 Page 2 laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

c. Unit of measure, Job: JA

1.2 Stormwater Pollution Prevention Plan

a. Measurement

No measurement will be made for Stormwater Pollution Prevention Plan.

b. Payment

Payment for Stormwater Pollution Prevention Plan (SWPPP) will be made at the job price for "Stormwater Pollution Prevention Plan", as broken down by the percentages listed under Stormwater Pollution Prevention below. Price and payment shall constitute full compensation for initial Contractor creation and submittal of a SWPPP and application for temporary construction stormwater permit to the appropriate state agency, obtaining SWPPP approval and permit from said agency, continuous updating of the SWPPP and all other operations incidental thereto for the duration of the construction activity, and filing the notice of termination upon reaching final stabilization of the site.

c. Unit of measure, Job: JA

1.3 Channel Shaping

a. Measurement

No measurement will be made for Channel Shaping.

b. Payment

Payment for Channel Shaping will be made at the job price for "Channel Shaping". Price and payment shall constitute full compensation for furnishing all material and equipment and performing all labor for shaping the channel bottom and placing the material as shown in the contract drawings. Price and payment shall include drifting of loose channel material above the design grade to low flow channels below the design grade, the placement of excess material not used in achieving the design grade in the scour hole downstream of STA. 3+90, processing or removal of material greater than 30", and removal of deliterious material from the channel bottom all in accordance with SECTION 31 23 00.00 11 CHANNEL SHAPING. Compaction of channel bottom material and removal of sound bedrock will not be required under this contract.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in Section 00 41 00.00 11 - BIDDING SCHEDULE and are described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, meeting safety requirements, tests, and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 11 Page 3

1.4.1 Storm Water Pollution Prevention

No separate measurement or payment will be made for the work "Storm Water Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) except as described in the paragraphs SILT FENCE, EROSION CONTROL BERM and CONSTRUCTION EXIT below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be included in the contract price under Environmental Protection. The Government will pay all costs for the "Storm Water Pollution Prevention" at the contract unit price for each sub-item listed below as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

1.4.1.1 Silt Fence

a. Measurement

Measurement for Silt Fence satisfactorily placed will be made by the linear foot.

b. Payment

Payment for Silt Fence as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Silt Fence" as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including geotextile fabric, and performing all operations necessary for the placement and maintenance of Silt Fence throughout the contract period, including final dressing and cleanup.

c. Unit of measure, Linear Foot: LF

1.4.1.2 Construction Exit

a. Measurement

Measurement for Construction Exit satisfactorily designed, constructed and maintained by the Contractor will be per each placed.

b. Payment

Payment for the temporary Construction including its maintenance and removal, will be made at the contract unit price for "Construction Exit " as broken down by the percentages above. Price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper and material to complete the work as specified herein and as shown on drawings including final dressing and cleanup.

SECTION 01 22 00.00 11 Page 4

c. Unit of measure, Each: EA

1.4.2 Clearing

a. Measurement

Measurement for Clearing shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring clearing as indicated on the plans. For measurement purposes, the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

b. Payment

Payment for Clearing as specified in this section will be made at the contract unit price per acre for "Clearing," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Clearing" as specified in SECTION 31 11 00.00 11 - CLEARING, GRUBBING, AND STRIPPING. If regrowth of vegetation or trees occurs after Clearing and before placement of riprap, the Contractor is required to clear again prior to riprap construction, no payment will be made for this additional clearing.

c. Unit of measure, Acre: AC.

1.4.3 Riprap

a. Measurement

Measurement for Riprap shall be by the ton (2,000 pounds), measured by weighing each truckload to the nearest 1/10 ton, and the final quantity of the whole sum for Riprap rounded to the nearest whole ton. When Riprap is delivered by truck, the material shall be measured for payment, in the presence of a Government Inspector, unless the Contracting Officer waives such right, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. Scales shall be checked and certified before any material hauling; also, rechecked and re-certified whenever a variance is suspected. Individual weight tickets for each truckload of Riprap shall be furnished to the Government Inspector at the time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred. Weight certificates furnished by a Public Weighmaster, where available, will be acceptable, when authorized by the Contracting Officer. The Contractor has the option to use certified, and otherwise acceptable, scales that are Contractor furnished, quarry/supplier furnished, or commercial/public facilities.

b. Payment

Payment for Riprap will be made at the contract unit price per ton for "Riprap, R-400," which price and payment shall include all costs of

SECTION 01 22 00.00 11 Page 5 furnishing, hauling, handling, placing and maintaining the Riprap, as specified in SECTION 35 31 19.00 11 STONE PROTECTION. Excavation for the placement of riprap shall be considered incidental to this item of work.

c. Unit of measure, Ton: TN

1.4.4 Seeding & Mulching

a. Measurement

Measurement for Seeding & Mulching shall be by the acre, measured along the slopes of the areas seeded within the right-of-way limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work. Measurement for Seeding & Mulching shall be limited to those areas specified in the drawings or indicated in the field by the Contracting Officer.

b. Payment

Payment for Seeding & Mulching will be made at the contract unit price per acre for "Seeding & Mulching," which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for Seeding & Mulching as specified in SECTION 32 92 35.00 13 SEEDING & MULCHING - SOUTHEAST MO (LRDD). No payment will be made until acceptance by the Contracting Officer or his/her representative.

c. Unit of measure, Acre: AC

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 11 Page 6

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Ramsey Creek Scour Repair Task Order

00 70 00.00 11 SD-07 Certificates

1.13 G CAOField Notes and All Other

Records Relating to the Survey 00 80 00.00 11 SD-01 Preconstruction Submittals

1.8 G CAOActivity Hazard Analysis

1.8 G CAOAccident Prevention Program

1.8 G CAOHazard Communication Program

1.29 G CAOList of all Personnel, Vehicles

and Equipment SD-02 Shop Drawings

1.11 G EC-DShop Drawings

SD-03 Product Data

1.8Material Safety Data Sheets of Each Substance

SD-05 Design Data

1.6 G EC-DPre-Construction Survey

1.6 G EC-DPost-Construction Surveys

SD-07 Certificates

1.45 G CAOCertificate or Written Evidence of

Insurance SD-11 Closeout Submittals

1.12 G EC-DFinal As-Built Drawings

1.8Findings of the Accident

Investigation 01 45 04.00 11 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

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A C T I O N

C O D E

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OF

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DATE FWD

TO APPR

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REVIEWER

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FROM OTH

REVIEWER

A C T I O N

C O D E

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 4 PAGES

01 45 04.00 11 3.2 G CAOContractor Quality Control (CQC) Plan

01 57 20.00 11 SD-01 Preconstruction Submittals

1.6 G CAOEnvironmental Protection Plan

01 57 25.00 11 SD-05 Design Data

2.8 G CAOConstruction Vehicle Wash-Down

Rack SD-07 Certificates

3.2.2.1 G CAOMill Certificate or Affidavit

2.14 G CAOStormwater Certificate of

Qualifications 31 11 00.00 11 SD-04 Samples

2.1Tree wound paint 2.2Herbicide

31 23 00.00 11 SD-03 Product Data G CAOEquipment

SD-04 Samples G CAOEquipment

SD-05 Design Data G CAODesign Data

SD-06 Test Reports Tests and Surveys

SD-07 Certificates Agreement between the Contractor and each Landowner

32 92 35.00 13 SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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P A R A G R A P

A S S I F I C A T I O N

G O V T

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 4 PAGES

32 92 35.00 13 2.2.1Seed Invoices G EC-DNative Grass Seeding Equipment

SD-04 Samples Mulch Material

3.4.1 G EC-DAlternate Seeding Mixture

SD-07 Certificates

2.2.1AMS Seed Act Certification 2.1.2Mulch Supplier Certification

35 31 19.00 11 SD-03 Product Data

2.2.2 G CAORiprap

3.4.1.3Conveying and Placing

Gaging Table Data G CAOBulk Specific Gravity of Stone and Redesign SD-04 Samples

1.5.1 G CAOStone

SD-06 Test Reports

2.2.1.2Gradation Test 2.2.1.1Evaluation Testing of Stone 2.1Bedding Material 3.5.2.1Bulk Specific Gravity

SD-07 Certificates 1.5.1Stone 2.1Bedding Material

2.2.1.1 G CAOLaboratory

3.1Weigh Scale Certification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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P A R A G R A P

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 4 PAGES

35 31 19.00 11 3.1Certified Weight Scale Tickets

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

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SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 23 00.00 11

CHANNEL SHAPING

08/25/11

PART 1 GENERAL

1.1 SCOPE

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 QUALITY CONTROL

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CHANNEL SHAPING

3.2 DISPOSAL OF DEBRIS MATERIAL

3.3 EXISTING CHANNEL

3.4 CULVERTS AND DRAINAGE DITCHES

-- End of Section Table of Contents --

SECTION 31 23 00.00 11 Page 1

SECTION 31 23 00.00 11

CHANNEL SHAPING

08/25/11

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for excavation to the lines and grades indicated on the drawings, and/or as specified herein.

1.2 DEFINITIONS

Channel Shaping - Shaping shall consist of the grading of existing channel bottom inside the banks of the channel to the lines and grades shown on the drawings.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Equipment; G CAO

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work. This shall include but not be limited to a tabular list of equipment to be used for excavation, haul and placement of excavated material, for approval prior to their use on the job site.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Equipment; G CAO

Integrated plan for traps to catch drift and/or conduct his operations in such a manner that the improved channel within the limits of work, and the existing channel below the limits of the work will not be deteriorated.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part

SECTION 31 23 00.00 11 Page 2 of work.

SD-06 Test Reports

Tests and Surveys

SD-07 Certificates

Agreement between the Contractor and each Landowner

This shall be submitted for all right-of-way obtained by the Contractor for this project.

1.4 QUALITY CONTROL

The Contractor shall establish and maintain quality control for all operations to assure compliance with contract requirements, and shall maintain records of his quality control for all construction operations, including but not limited to the following:

a. Excavation

Layout, grades, widths, slopes, alignment, transitions, , bottom grades and widths, side slopes, berm widths, lateral ditches, V-type roadside ditches, inlet drains, riprap paved inlet drains, excavation for placement of stone protection, transitions.

b. Disposal of Excavated Material

Layout, limits, maximum elevation, restricted areas, drainage, slopes, minimum elevations.

c. Existing Channel

Temporary traps to catch drift, location, limits, right-of-way agreements between the Contractor and landowners where work is outside the right-of-way shown on the drawings.

A copy of the inspection and tests, as well as the records of corrective action taken, shall be furnished the Government.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CHANNEL SHAPING

The limits of work shall be from Centerline Station 3+00-7+60 along Ramsey Creek. Prior to commencing work placing riprap, grade the existing channel bottom to the lines, grades, and elevations shown. Final grade shall be within 3 inches, plus or minus, of the grades and elevations indicated on the drawings except in the vicinity of the sound bedrock extending above the final grade. All sound bedrock shall remain. No rock ripping or blasting will be allowed. In the event that exposed bedrock is higher than the design finish grade, grade the channel bottom in order to smoothly transition from design grade to that existing bedrock. Acceptable excess material resulting from the shaping operations shall be placed in the area

SECTION 31 23 00.00 11 Page 3 indicated on the drawings. The rock or rubble cleared during the channel shaping operation that has any dimension greater than 30" should either be removed from the site or processed into pieces less than 30". Debris shall be disposed as prescribed in the "DISPOSAL OF DEBRIS MATERIAL" paragraph below.

3.2 DISPOSAL OF DEBRIS MATERIAL

Debris material encounted during channel shaping or excavation shall be removed and disposed off-site. Any deliterious or debris material such as tires, wood, organics, plastic, steel, or rubber that is encountered during clearing, excavating, or shaping operations shall be removed from the channel and disposed off-site. The Contractor shall perform all hauling of material as may be necessary to dispose of deliterious material and no separate payment will be made for hauling operations.

3.3 EXISTING CHANNEL

The Contractor shall construct temporary traps to catch drift and/or conduct his operations in such manner that the improved channel within the limits of work, and the existing channel below the limits of the work will not be deteriorated. Any drift racks, temporary crossings or other obstructions within such channel caused through the fault or negligence of the Contractor shall be removed as directed by the Contracting Officer at the expense of the Contractor. In the performance of this work, the necessary right of way for ingress, egress and operation of equipment and area for disposal of excavated material and debris resulting from such obstruction removal outside the right of way limits indicated on the drawings shall be obtained by the Contractor from the landowners at the expense of the Contractor. Three copies of the agreement between the Contractor and each landowner granting the Contractor permission for the use of lands for such purpose shall be furnished the Contracting Officer before the Contractor's entry thereon.

3.4 CULVERTS AND DRAINAGE DITCHES

All culverts that are encountered shall not be damaged, stopped up, or have drainage impeded. Any damage shall be corrected as directed by the Contracting Officer at the Contractor's expense. Drainage ditches without culverts are to be left open and if clogged up shall be opened by the Contractor.

SECTION 31 23 00.00 11 Page 4

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 92 35.00 13

SEEDING AND MULCHING - SOUTHEAST MO (LRDD)

06/12/06

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY CONTROL

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Seed

2.1.2 Mulch

2.1.3 Soil for Repairs

2.2 SAMPLING, TESTING, AND CERTIFICATES

2.2.1 Seed

PART 3 EXECUTION

3.1 AREAS TO RECEIVE SEEDING AND MULCHING

3.2 COMMENCEMENT, PROSECUTION, AND COMPLETION

3.3 PREPARATION OF GROUND SURFACE

3.3.1 Clearing

3.3.2 Dressing

3.4 SEEDING

3.4.1 General

3.4.2 Methods for Seeding

3.4.3 Compacting

3.4.4 Damage to Seeding

3.5 APPLICATION OF MULCH

3.6 INSPECTION AND ACCEPTANCE

-- End of Section Table of Contents --

SECTION 32 92 35.00 13 Page 1

SECTION 32 92 35.00 13

SEEDING AND MULCHING - SOUTHEAST MO (LRDD)

06/12/06

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all necessary operations for establishment and maintenance of turf as specified herein and as indicated on the drawings. Seeding shall be accomplished using ground equipment.

1.2 REFERENCES

The publications listed below form a part of this section to the extent referenced:

U.S. DEPARTMENT OF AGRICULTURE (USDA)

AMS Seed Act (1940; R 1988; R 1998) Federal Seed Act

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Seed Invoices

Native Grass Seeding Equipment; G, EC-D

SD-04 Samples

Mulch Material

Alternate Seeding Mixture; G, EC-D

SD-07 Certificates

AMS Seed Act Certification

Mulch Supplier Certification

1.4 QUALITY CONTROL

The Contractor shall establish and maintain quality control for seeding and mulching operations to assure compliance with the contract requirements and shall maintain records of his quality control for all construction operations, including, but not limited to the following:

SECTION 32 92 35.00 13 Page 2

b. Preparation of Ground Surface

Indicate the location and quality of finish dressing, including necessary clearing, filling, or dressing-out of washes, smoothness and uniformity of surfaces, and time of year.

d. Seeding

Indicate the quality and type of seed, area covered, rate of application, quantity of seed used, and method of distribution.

f. Maintenance and Repair

Indicate the location and type of maintenance problems and remedial treatment performed.

A copy of these quality control records and tests, as well as the records of corrective action taken, shall be furnished the Government.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Seed

The Contractor shall furnish seed of the latest season's crop labeled in conformance with AMS Seed Act and applicable State seed laws. Seed shall be furnished in original sealed packages, bearing producer's guaranteed analysis for percentages of mixtures, purity, germination, weedseed content, and inert material, unless written exception is granted. Field mixes will be acceptable when field mix is performed on site in the presence of the Contracting Officer. Seed that is wet or moldy or that has been otherwise damaged in transit or storage will be rejected. Between 1 December and 30 May, inclusive, seed mixtures shall conform to one or more of the following "Sample Custom Mixtures" in Tables 1 and 2 provided below, unless otherwise approved by the Contracting Officer. Between 1 September and 30 November, inclusive, seed mixtures shall conform to the mixtures provided in Table 3 provided below, unless otherwise approved by the Contracting Officer. Between 1 June and 31 August, inclusive, temporary seed mixtures shall conform to the mixtures provided in Table 4 provided below, unless otherwise approved by the Contracting Officer.

SECTION 32 92 35.00 13 Page 3

Table 1. Seeding Rates for Native grasses to be Seeded by seeder or Drill. Rates are pounds of Pure Live Seed PLS) per Acre

Grass Species Sample Custom Mixture

(Variety or Origin) A (20% ) B (25%) C

Redtop 1 1 1

Big Bluestem (Kaw Roundtree) 1.6 2 2.4

Little Bluestem (Aldous, Camper, MO or KS Native

1.3 1.6 3.8

Sideoats Grama (El Reno Trailblazer)

1.5

Switchgrass (Kanlow, Alamo, Cave-in-Rock, Blackwell)

1.4 1.8

Alsike Clover 0.3

Alfalfa 1.5 1.8 0.7

Table 2. Seeding Rates for Native grasses to be seeded by Broadcasting. Rates are pounds of Pure Live Seed (PLS) per Acre

Grass Species Sample Custom Mixture

(Variety or Origin) A (20% ) B (25%) C

Redtop 1 1 1

Big Bluestem (Kaw Roundtree) 2.4 3 3.6

Little Bluestem (Aldous, Camper, MO or KS Native

2 2.4 5.8

Sideoats Grama (El Reno Trailblazer)

2.3

Switchgrass (Kanlow, Alamo, Cave-in-Rock, Blackwell)

2.1 2.6

Alsike Clover 0.5

Alfalfa 2.3 2.8 1.1

SECTION 32 92 35.00 13 Page 4

Table 3. Seeding Rates for grasses seeded from 1 September - 30 November. Rates are pounds of Pure Live Seed (PLS) per Acre

Grass/Legume Species Seed Rate

(Variety or Origin) Drill Broadcast

Virginia Wildrye 30 30

Alsike Clover 3.2 3.2

Buckwheat 15 15

Table 4. Seeding Rates for Cover Crop seeded from 1 June - 31 August. Rates are pounds of

Pure Live Seed (PLS) per Acre

Cover Crop Type Seed Rate

(Variety or Origin) Drill Broadcast Pearl Millet 12 15

Japanese Millet 15 17 Oats 50 60 Sorghum-Sudangrass 20 30

Wheat 70 90

SECTION 32 92 35.00 13 Page 5

2.1.2 Mulch

The Contractor shall use mulch material to protect the seeded areas as well as reduce erosion. The material used for mulching shall be threshed straw from wheat, rye, barley, or rice, applied at a rate of 2 tons per acre (4,000 lbs/AC). Furnish mulch in air-dry condition and of proper consistency for placing with commercial mulch blowing equipment. Straw shall contain no fertile seed. Mulch shall be free from noxious weeds, mold, and other deleterious materials. Use of hay for mulch will not be permitted. The Contractor shall be prepared to submit, on request, Mulch Supplier Certification.

2.1.3 Soil for Repairs

For fill of areas to be repaired, soil shall be of a quality at least equal to that which exists in areas adjacent to the area to be repaired. Soil used shall be free from roots, stones, and other materials that hinder grading, planting, and maintenance operations and shall be free from objectionable weed seeds and toxic substances.

2.2 SAMPLING, TESTING, AND CERTIFICATES

Sampling and testing shall be the responsibility of the Contractor and shall be performed at no additional cost to the Government. Sampling and testing shall be performed by a recognized testing agency.

2.2.1 Seed

The Contracting Officer shall be furnished duplicate signed copies of statements certifying that each container of seed delivered is labeled in accordance with the AMS Seed Act and is at least equal to the requirements specified in the paragraph entitled "Seed" above. This AMS Seed Act Certification shall be obtained from the supplier and shall be furnished on or with all copies of Seed Invoices.

PART 3 EXECUTION

3.1 AREAS TO RECEIVE SEEDING AND MULCHING

Seeding and mulch shall be applied at any areas within the right-of-way limits, outside of top bank, denuded of grass by construction and/or clearing operations.

3.2 COMMENCEMENT, PROSECUTION, AND COMPLETION

Seeding and mulch shall be placed no more than 14 days after construction activity temporarily or permanently ceases on any portion of the site.

Prior to prosecuting the seeding operation, the Contractor shall repair rainwash, if any, dress, and prepare the areas for seeding and mulching.

3.3 PREPARATION OF GROUND SURFACE

After areas have been brought to the indicated finish grade, remove debris and stones larger than 3/4 inch remaining on the surface. Correct irregularities in finish surfaces to eliminate depressions. Provide equipment, in good condition, for the proper preparation of the ground and for handling and placing all materials.

SECTION 32 92 35.00 13 Page 6

3.3.1 Clearing

Prior to grading and finish dressing, vegetation that may interfere with seeding and mulching operations shall be removed and shall be disposed of by removal from site and/or burning. The surface shall be cleared of roots, cable, wire, and other materials that might hinder the work or subsequent maintenance.

3.3.2 Dressing

Surfaces to receive seeding and mulching, shall be dressed to the extent necessary to provide drainage and the specified slopes, and as necessary to remove high points and fill depressions sufficiently to provide reasonably smooth surfaces. Surfaces shall be prepared by dressing so as to produce smooth profiles, crown widths, and end slopes.

3.4 SEEDING

3.4.1 General

Seed sown during the season between 1 December and 31 May, inclusive, shall consist of one or more of the mixtures indicated in Tables 1 or 2 depending on the equipment used for seeding. Seed sown during the season between, 1 September and 30 November, inclusive, shall consist of the mixtures provided in Table 3. Use temporary seeding mixtures from Table 4 during the season between 1 June and 31 August, inclusive. Reseed temporarily seeded areas with seed mixtures from Tables 1 or 2 once within the appropriate seasonal time frame. No additional ground preparation or mulching will be required for temporary areas requiring reseeding. The contractor may submit an alternate seeding mixture, for Contracting Officer Representative approval, consisting of the seed listed in Tables 1 and 2 but at different rates based on availability. A satisfactory method of sowing shall be employed, using approved Native Grass Drills, broadcast-seeders, or other approved methods. When conditions are such by reason of drought, high winds, excessive moisture, or other factors that satisfactory results are not likely to be obtained, seeding shall be halted as directed and resumed only when conditions are favorable or when Contracting Officer Respresentateive approved alternative or corrective measures and procedures have been implemented. If inspection either during seeding operations or after there is a show of green indicates that areas have been left unplanted, additional seed shall be sown if so directed.

3.4.2 Methods for Seeding

Conduct thorough tillage as required so that all vegetation is controlled.

Provied a smooth surface for ample fine soil particles to insure good seed coverage and soil contact. Roll or culti-pack seedbed before seeding so that ground surface is firm enough for a person on foot to sink less than 1/2". Use a "Brillion-type" seeder or a drill with seed box and metering equipment designed for the seed being sown. Place the seed at 1/8" to 1/4" and use press wheels to insure good seed-soil contact. Seed shall be drilled or broadcasted with approved sowing equipment and distributed uniformly over the areas. Seed shall not be broadcast during winds in excess of 10 miles per hour.

3.4.3 Compacting

Immediately upon completion of seeding operations, surfaces shall be compacted by one pass of a cultipacker, corrugated roller, or other

SECTION 32 92 35.00 13 Page 7 approved equipment weighing 100 to 160 pounds per linear foot of roller.

Drilled seed does not require follow-up compaction.

3.4.4 Damage to Seeding

The Contractor shall be fully responsible for any damage to the seeded areas caused by his operations. Areas that become damaged shall be repaired without additional cost to the Government. Additionally, areas that become damaged as a result of poor workmanship or failure to meet the requirements of the specifications may be ordered to be repaired and reseeded to specification requirements, without additional cost to the Government

3.5 APPLICATION OF MULCH

Mulch shall be spread uniformly in a continuous blanket, using 2 tons per acre of straw mulch. Straw mulch shall be spread either by hand or by a manure spreader or by a modified grain combine with straw-spreader attachment or by a blower-type mulch spreader. Mulching shall be started at the windward side of relatively flat areas, or at the upper part of a steep slope, and continued uniformly until the area is covered. The mulch shall not be bunched. Immediately after spreading, straw mulch shall be anchored to the soil by a V-type-wheel land packer, a scalloped-disk, tackifier, punch roller, or other suitable equipment operated parallel to the embankment centerline. Straw mulch with tackifier shall not be applied during or immediately before rainfall. The Contracting Officer will determine the number of passes needed for anchoring, not to exceed three.

3.6 INSPECTION AND ACCEPTANCE

Acceptance of the seeded and mulched areas will be determined by visual inspection. Existence of rainwash damage will not be acceptable. 60% of the unit price payment for seeding and mulching will be made upon application of seeding and mulching and the remaining 40% of the unit price payment will be made upon final acceptance by the Contracting Officer.

Acceptance of the turfing areas may be obtained in 2,000 intervals along the channel.

SECTION 32 92 35.00 13 Page 8

General Decision Number: MO180001 01/05/2018 MO1

Superseded General Decision Number: MO20170001

State: Missouri

Construction Types: Heavy and Highway

Counties: Missouri Statewide.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any 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 $10.35 per hour (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 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2018

CARP0002-002 05/01/2017

ST. LOUIS COUNTY AND CITY

Rates Fringes

Carpenters.......................$ 36.51 16.75

CARP0005-006 05/03/2015

CASS (Richards-Gebauer AFB ONLY), CLAY, JACKSON, PLATTE AND RAY

COUNTIES

Rates Fringes

Carpenters:

CARPENTERS & LATHERS........$ 36.34 15.55

MILLWRIGHTS & PILEDRIVERS...$ 36.34 15.55

CARP0011-001 05/01/2017

Rates Fringes http://www.dol.gov/whd/govcontracts

Carpenter and Piledriver

ADAIR, AUDRAIN (West of

Hwy 19), BOONE, CALLAWAY, CHARITON, COLE, COOPER, HOWARD, KNOX,LINN, MACON, MILLER, MONITEAU,MONROE, OSAGE, PUTNAM, RANDOLPH, SCHUYLER, SHELBY AND

SULLIVAN COUNTIES...........$ 31.02 16.75

ATCHISON, ANDREW, BATES,

CALDWELL, CARROLL,DAVIESS,

DEKALB,GENTRY, GRUNDY,

HARRISON, HENRY, HOLT,

LIVINGSTON, MERCER,

NODAWAY,ST. CLAIR, SALINE

AND WORTH COUNTIES..........$ 29.56 16.75

AUDRAIN (East of Hwy.19), RALLS, MARION, LEWIS, CLARK AND SCOTLAND COUNTIES.$ 31.03 16.75

BARRY, BARTON, CAMDEN,

CEDAR, CHRISTIAN, DADE,

DALLAS, DOUGLAS, GREENE,

HICKORY,JASPER, LACLEDE,

LAWRENCE, MCDONALD,

NEWTON, OZARK, POLK,

STONE, TANEY, VERNON,

WEBSTER AND WRIGHT COUNTIES.$ 29.18 16.75

BENTON, MORGAN AND PETTIS...$ 29.61 16.75

BOLLINGER, BUTLER, CAPE

GIRARDEAU, DUNKLIN,

MISSISSIPPI, NEW MADRID,

PEMISCOT, PERRY, STE.

GENEVIEVE, SCOTT, STODDARD

AND WAYNE COUNTIES..........$ 30.88 16.75

BUCHANAN, CLINTON, JOHNSON

AND LAFAYETTE COUNTIES......$ 30.27 16.75

CARTER, HOWELL, OREGON AND

RIPLEY COUNTIES.............$ 29.88 16.75

CRAWFORD, DENT, GASCONADE,

IRON, MADISON, MARIES,

MONTGOMERY, PHELPS,

PULASKI, REYNOLDS, SHANNON

AND TEXAS COUNTIES..........$ 30.87 16.75

FRANKLIN COUNTY.............$ 34.16 16.75

JEFFERSON AND ST. CHARLES

COUNTIES....................$ 36.51 16.75

LINCOLN COUNTY..............$ 32.66 16.75

PIKE, ST. FRANCOIS AND

WASHINGTON COUNTIES.........$ 31.63 16.75

WARREN COUNTY...............$ 33.08 16.75

ELEC0001-002 06/04/2017

BOLLINGER, BUTLER, CAPE GIRARDEAU, CARTER, DUNKLIN, FRANKLIN,

IRON, JEFFERSON, LINCOLN, MADISON, MISSISSIPPI, NEW MADRID,

PEMISCOT, PERRY,REYNOLDS, RIPLEY, ST. CHARLES, ST. FRANCOIS,

ST. LOUIS (City and County), STE. GENEVIEVE, SCOTT, STODDARD, WARREN, WASHINGTON AND WAYNE COUNTIES

Electricians.....................$ 36.92 25.22

ELEC0002-001 01/01/2017

ADAIR, AUDRAIN, BOONE, CALLAWAY, CAMDEN, CARTER, CHARITON,

CLARK, COLE, COOPER, CRAWFORD, DENT, FRANKLIN, GASCONADE,

HOWARD, HOWELL, IRON, JEFFERSON, KNOX, LEWIS, LINCON, LINN,

MACON, MARIES, MARION, MILLER, MONITEAU, MONROE, MONTGOMERY,

MORGAN, OREGON, OSAGE, PERRY, PHELPS, PIKE, PULASKI, PUTNAM,

RALLS, RANDOLPH, REYNOLDS, RIPLEY, ST. CHARLES, ST. FRANCOIS,

ST. LOUIS (City and County), STE. GENEVIEVE, SCHUYLER, SCOTLAND, SHANNON, SHELBY, SULLIVAN, TEXAS, WARREN AND

WASHINGTON COUNTIES

Rates Fringes

Line Construction:

Equipment Operator..........$ 37.48 18.98

Groundman & Truck Driver....$ 28.86 15.87

Lineman & Cable Splicer.....$ 43.50 21.14

ELEC0053-004 09/04/2016

Rates Fringes

Line Construction: (ANDREW, ATCHINSON, BARRY, BARTON, BUCHANAN, CALDWELL, CEDAR, CHRISTIAN, CLINTON, DADE, DALLAS, DAVIES,, DEKALB, DOUGLAS, GENTRY, GREENE, GRUNDY, HARRISON, HICKORY, HOLT, JASPER, LACLEDE, LAWRENCE, LIVINGSTON, MCDONALD, MERCER, NEWTON, NODAWAY, OZARK, POLK, ST.

CLAIR, STONE, TANEY, VERNON,

WEBSTER, WORTH AND WRIGHT

COUNTIES)

Groundman Powderman.........$ 27.84 33%+5.00

Groundman...................$ 27.63 25%+6.36

Lineman Operator............$ 39.62 25%+6.84

Lineman.....................$ 42.87 25%+6.97

Line Construction; (BATES, BENTON, CARROLL, CASS, CLAY, HENRY, JACKSON, JOHNSON, LAFAYETTE, PETTIS, PLATTE, RAY AND SALINE COUNTIES)

Groundman Powderman.........$ 27.84 33%+5.00

Groundman...................$ 27.63 25%+6.36

Lineman Operator............$ 39.62 25%+6.84

Lineman.....................$ 42.87 25%+6.97

ELEC0095-001 06/01/2017

BARRY, BARTON, CEDAR, DADE, JASPER, LAWRENCE, MCDONALD, NEWTON,

ST CLAIR, AND VERNON COUNTIES

Electricians:

Cable Splicers..............$ 25.40 12.19

Electricians................$ 26.79 13.86

ELEC0124-007 08/31/2015

BATES, BENTON, CARROLL, CASS, CLAY, COOPER, HENRY, JACKSON,

JOHNSON, LAFAYETTE, MORGAN, PETTIS, PLATTE, RAY AND SALINE

COUNTIES:

Electricians.....................$ 36.69 20.62

ELEC0257-003 03/01/2017

AUDRAIN (Except Cuivre Township), BOONE, CALLAWAY, CAMDEN, CHARITON, COLE, CRAWFORD, DENT, GASCONADE, HOWARD, MARIES, MILLER, MONITEAU, OSAGE, PHELPS AND RANDOLPH COUNTIES

Cable Splicers..............$ 30.42 16.085

Electricians................$ 32.00 14.28

ELEC0350-002 12/01/2016

ADAIR, AUDRAIN (East of Highway 19), CLARK, KNOX, LEWIS, LINN, MACON, MARION, MONROE, MONTGOMERY, PIKE, PUTNAM, RALLS, SCHUYLER, SCOTLAND, SHELBY AND SULLIVAN COUNTIES

Electricians.....................$ 30.57 5.93+35%

ELEC0453-001 09/01/2015

CHRISITAN, DALLAS,

DOUGLAS, GREENE, HICKORY,

HOWELL, LACLEDE, OREGON,

OZARK, POLK, SHANNON,

WEBSTER and WRIGHT COUNTIES.$ 25.15 14.36

PULASKI and TEXAS COUNTIES..$ 29.80 14.83

STONE and TANEY COUNTIES....$ 20.94 13.55

ELEC0545-003 06/01/2017

ANDREW, BUCHANAN, CLINTON, DEKALB, ATCHISON, HOLT, MERCER,

GENTRY, HARRISON, DAVIESS, GRUNDY, WORTH, LIVINGSTON, NODAWAY,

AND CALDWELL COUNTIES

Electricians:....................$ 31.00 15.60

ELEC0702-004 07/03/2017

BOLLINGER, BUTLER, CAPE GIRARDEAU, DUNKLIN, MADISON,

MISSISSIPPI, NEW MADRID, PEMISCOT, SCOTT, STODDARD AND WAYNE

COUNTIES

Line Construction:

Groundman - Class A.........$ 28.67 13.84

Groundman-Equipment

Operator Class II (all other equipment)............$ 36.28 16.05

Heavy-Equipment Operator

Class I (all crawler type equipment D-4 and larger)...$ 41.33 17.51

Lineman.....................$ 50.30 20.11

ENGI0101-001 05/01/2016

ANDREW, ATCHISON, BATES, BENTON, BUCHANAN, CALDWELL, CARROLL,

CHARITON, CLINTON, COOPER, DAVIESS, DEKALB, GENTRY, GRUNDY,

HARRISON, HENRY, HOLT, HOWARD, JOHNSON, LAFAYETTE, LINN,

LIVINGSTON, MERCER, NODAWAY, PETTIS, SALINE, SULLIVAN AND WORTH

COUNITES

Power equipment operators:

GROUP 1.....................$ 33.38 15.92

GROUP 2.....................$ 32.98 15.92

GROUP 3.....................$ 30.98 15.92

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Asphalt roller operator, finish; asphalt paver and spreader; asphalt plant operator; auto grader or trimmer or sub-grader; backhoe; blade operator (all types); boilers -

2; booster pump on dredge; bulldozer operator; boring machine (truck or crane mounted); clamshell operator;

concrete mixer paver; concrete plant operator; concrete pump operator; crane operator; derrick or derrick trucks;

ditching machine; dragline operator; dredge engineman;

dredge operator; drill cat with compressor mounted

(self-contained) or similar type self- propelled rotary drill (not air tract); drilling or boring machine

(rotary-self-propelled); finishing machine operator;

greaser; high loader-fork lift-skid loader (all types);

hoisting engineer (2 active drums); locomotive operator

(standard guage); mechanics and welders (field and plants);

mucking machine operator; pile drive operator; pitman crane or boom truck (all types); push cat; quad track; scraper operators (all types); shovel operator; sideboom cats; side discharge spreader; skimmer scoop operators; slip form paver operator (CMI, Rex, Gomeco or equal); la tourneau rooter (all tiller types); tow boat operator; truck crane;

wood and log chippers (all types).

GROUP 2: A-frame truck operator; articulated dump truck;

back filler operator; boilers (1); chip spreader; churn drill operator; compressor; concrete mixer operator, skip loader; concrete saws (self-propelled); conveyor operator;

crusher operator; distributor operator; elevating grader operator; farm tractor (all attachments); fireman rig;

float operator; form grade operator; hoisting engine (one drum); maintenance operator; multiple compactor; pavement breaker, self-propelled hydra-hammer (or similar type);

paymill operator; power shield; pumps; roller operator

(with or without blades); screening and washing plant;

self-propelled street broom or sweeper; siphons and jets;

straw blower; stump cutting machine; siphons and jets; tank car heater operator (combination boiler and booster);

welding machine; vibrating machine operator (not hand held); welding machine.

GROUP 3: (a) Oiler;

(b) Oiiler driver

(c) Mechanic.

HOURLY PREMIUMS:

THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ .25) ABOVE

GROUP 1 RATE: Dragline operator - 3 yds. & over; shovel

3 yds. & over; clamshell 3 yds. & over; Crane, rigs or piledrivers, 100' of boom or over (incl. jib.), hoist -each additional active drum over 2 drums

THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ .50) ABOVE

GROUP 1 RATE: Tandem scoop operator; crane, rigs or piledrivers 150' to 200' of boom (incl. jib.)

THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ .75) ABOVE

GROUP 1 RATE: Crane…