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- MISSISSIPPI RIVER BASIN; LOCK AND DAM NO. 15; ROCK ISLAND, IL; DOWNSTREAM GUIDEWALL REPAIR
- Solicitation number
- W912EK-17-R-0006
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2 17-R-0006
AMEND. 0001
The following modifications are made to Section 00 73 05, Section 00 73 46, Section 01 22 00, Section 31 63 41, and the DRAWINGS.
SECTION 00 73 05
a. PAGES 2 and 16. Delete Section 00 73 05 Pages 2 and 16 in their entirety, and substitute therefor revised and new Section 00 73 05 Pages 2, 16, and 16a, Amendment 0001, dated July 26, 2017, attached hereto.
b. ATTACHMENT A. Add Attachment A – Geotechnical Report, Amendment 0001, dated July 26, 2017, attached hereto, immediately after Section 00 73 05 Page 22.
SECTION 00 73 46
c. IL170012. Delete General Decision Number IL170012, Modification No. 12 – 07/07/2107, in its entirety, and substitute therefor revised General Decision Number IL170012, Modification No. 14 – 7/21/2017, Amendment 0001, dated July 26, 2017, attached hereto.
SECTION 01 22 00
d. PAGE 6. Delete Section 01 22 00 Page 6 in its entirety, and substitute therefor revised and new Section 01 22 00 Pages 6 and 6a, Amendment 0001, dated July 26, 2017, attached hereto.
SECTION 31 63 41
e. PAGES 1 and 8. Delete Section 31 63 41 Pages 1 and 8 in their entirety, and substitute therefor revised and new Section 31 63 41 Pages 1, 8, and 8a, Amendment 0001, dated July 26, 2017, attached hereto.
DRAWINGS (SUPERSEDED)
f. A revised drawing bearing the revision number and date listed below is being issued with this Amendment. Such revised drawing supersedes that of the same sheet identification number listed in the INDEX OF DRAWINGS included in the set of drawings furnished with Solicitation No. W912EK-17-R-0006, dated July 11, 2017.
SHEET IDENTIFICATION NO. G-002, Revision Mark 1 dated July 26, 2017.
ATTACHMENTS: Section 00 73 05 Pages 2, 16, and 16a; Section 00 73 05 Attachment A – Geotechnical Report; IL170012;
Section 01 22 00 Pages 6 and 6a; Section 31 63 41 Pages 1, 8, and 8a; and G-002.
Solicitation No. W912EK-17-R-0006
PART 3 EXECUTION
ATTACHMENTS:
ATTACHMENT A - Geotechnical Report
-- End of Section Table of Contents --
DOCUMENT 00 73 05 Page 2 AMEND. 0001
26 JUL 2017
concrete samples on the Upper Mississippi Navigation System of similar composition and age have had compressive strengths above 12,000 psi.
It was common practice at this time to use large river gravel as coarse aggregate. River gravels are comprised of igneous, sedimentary, and metamorphic rocks. Concrete that has river gravels as coarse aggregate is harder on demo equipment and production rates decrease. The coarse aggregates at Lock 15 could be comprised of river gravels. The sand used in the concrete is river sand and contains river gravels.
(g) Geotechnical Report
In 2015 a geotechnical report, including field exploration description, boring logs, and environmental laboratory testing and results was prepared for the U.S. Army Corps of Engineers, Rock Island District, and is provided as ATTACHMENT A - Geotechnical Report, at the end of this Section.
1.16 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL
(EM 385-1-1)
Comply with the latest version of EM 385-1-1 (including interim changes) that is in effect on the date of Solicitation. Prior to making an offer, check the U.S. Army Corps of Engineers Safety and Occupational Health web site for the latest changes.
http://www.usace.army.mil/CESO/Pages/Home.aspx
No separate payment will be made for compliance with this paragraph or for compliance with other safety and health requirements of this Contract.
1.17 DAMAGE TO WORK
The responsibility for damage to any part of the permanent work shall be as set forth in the Contract Clause PERMITS AND RESPONSIBILITIES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or lump sum prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or lump sum prices applicable to any part of such work an equitable adjustment pursuant to Contract Clause CHANGES, of the Contract, will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable Contract unit or lump sum price. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment, and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.
1.18 INSPECTION
The presence of the Government inspector shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the Contract specifications and drawings.
DOCUMENT 00 73 05 Page 16 AMEND. 0001
26 JUL 2017
1.19 ILLINOIS RETAILERS' OCCUPATIONAL TAX AND USE TAX EXEMPTION
Materials which are to be physically incorporated into real estate owned by the Government are exempt from Illinois Retailers' Occupational Tax and Use Tax. However, sales of tools, fuel, lumber for forms and other end use or consumption items which are not physically incorporated into real estate are taxable sales. After Contract award, the Contractor may request the Government Sales Tax Exemption Number, which must be used when purchasing tax-exempt materials.
DOCUMENT 00 73 05 Page 1 AMEND. 0001
26 JUL 2017
Summary Report Proposed Lock and Dam 15 Lower Guide Wall Repair
Rock Island, Illinois May 7, 2015
Terracon Project No. 07155015
Prepared for:
U.S. Army Corps of Engineers
Rock Island, Illinois
Prepared by:
Terracon Consultants, Inc.
Bettendorf, Iowa
ATTACHMENT A TO SECTION 00 73 05
Terracon Consultants , Inc. , 870 40 th Avenue, Bettendorf, Iowa 52722 P [563] 355-0702 F [563] 355-4789 terracon.com
May 7, 2015
U.S. Army Corps of Engineers Rock Island District Clock Tower Building P.O. Box 2004 Rock Island, Illinois 61204-2004
Attention: Mr. Josh Hendrix, CEMVR-EC-G
Re: Geotechnical and Geophysical Subsurface Exploratory Services Lock and Dam 15 Lower Guidewall Repair Rock Island, Illinois Terracon Project No. 07155015
Dear Mr. Hendrix:
Terracon Consultants, Inc. has completed the geotechnical and geophysical subsurface exploration services requested by the Rock Island District of the U.S. Army Corps of Engineers (RI USACE) for the above referenced project. Our services were performed in general accordance with our proposal dated January 15, 2015 (Terracon Proposal No. P07150010).
This report summarizes the results our field exploration, laboratory testing and geophysical services.
We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us.
Sincerely, W. Ken Beck, P.E. Robert A. Kramer Illinois No. 062-042712 Geophysicist
Gregory J. Klein, P.E. (IA) Principal
WKB/GJK/N:\Projects\2015\07155015\07155015 Report.doc
TABLE OF CONTENTS
APPENDIX A FIELD EXPLORATION
Exhibit A-1 Field Exploration Description Exhibit A-2 Boring Location Plan Exhibits A-3 and A-4 Boring Logs
APPENDIX B LABORATORY TESTING
Exhibit B-1 Laboratory Testing Exhibit B-2 Environmental Laboratory Test Results
APPENDIX C GEOPHYSICAL SURVEY REPORT
APPENDIX A
FIELD EXPLORATION
Geotechnical and Geophysical Subsurface Exploratory Services Lock and Dam 15 Lower Guidewall Repair Project Rock Island, Illinois May 7, 2015 Terracon Project No. 07155015
Responsive Resourceful Reliable Exhibit A-1
Field Exploration Description
The borings were performed at the approximate locations requested and located by the RI USACE.
The coordinates and elevations for the boring locations were also provided by the RI USACE.
The borings were performed with an ATV-mounted, rotary drill rig using continuous flight, hollow-stem augers to advance the boreholes to bedrock. As requested by the RI USACE, soil samples were obtained using a split-barrel sampler. In the split-barrel sampling procedure, a standard 2-inch (outside diameter) split-barrel sampling spoon is driven into the ground with a 140-pound Central Mine Equipment (CME) automatic SPT hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18-inch penetration is recorded as the Standard Penetration Test (SPT) resistance value. The blow counts, also referred to as SPT N-values, are used to help estimate the relative density of granular soils, the consistency of cohesive soils and to a lesser extent, the hardness of weathered rock. The samples were transported to our laboratory for testing and classification.
The borings were backfilled with bentonite (slurry) after the completion of drilling.
The rock was cored at both boring locations using an NQ2 size, diamond-bit core barrel. The core recovered with this core barrel is about 2 inches in diameter. The core samples were delivered to our laboratory for classification.
The drill crew prepared a field log of each boring. Each log included visual classifications of the mate conditions between samples. The boring logs included with this report represent an interpretation of the field logs and include modifications based on laboratory observation and testing of the samples.
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APPENDIX B
LABORATORY TESTING
Geotechnical and Geophysical Subsurface Exploratory Services Lock and Dam 15 Lower Guidewall Repair Project Rock Island, Illinois May 7, 2015 Terracon Project No. 07155015
Responsive Resourceful Reliable Exhibit B-1
Laboratory Testing
The soil samples obtained from the borings were tested in the laboratory to measure their natural water content, which are provided on the boring logs (Exhibits A-3 and A-4) in Appendix A. The soil samples were also classified in the laboratory based on visual observation, texture and plasticity in general accordance with ASTM D2216. The soil descriptions and estimated group symbols presented on the boring logs are in general accordance with the Unified Soil Classification System (USCS) (ASTM D2487).
Rock sample classifications and descriptions are based on tactile and visual observations of the core samples. Percent recovery and rock quality designation (RQD) were also determined for the rock core samples and are provided on the boring logs. RQD is the percent of total length cored consisting of sound pieces at least 4 inches in length and is a measure of the in-situ rock quality.
RQD values characterize rock quality as excellent (90-100%), good (75-90%), fair (50-75%), poor (25-50%) and very poor (<25%).
The soil within the top 10 feet of each boring were screened during drilling (in 2-foot intervals) using a photoionization detector (PID). This device provides a direct reading in parts per million (ppm) isobutylene equivalents. Terracon screened the headspace above the soil using the PID equipped with an approximate 10 electron-volt ultraviolet lamp source. The unit was calibrated prior to use in accordance with manufacturer's recommendations. The results of our laboratory screening on the samples are provided in the following table:
Boring PID Reading (ppm) Depth Below Current Grade (feet)
0-2 2-4 4-6 6-8 8 to 10
LD15-15-1 0 0 1 229 256
LD15-15-2 0 0 0 0 0
Composite soil samples were obtained from each boring for analytical testing by placing a sample aliquot from split-spoon Samples 1 and 2 obtained from each boring into a stainless steel bowl. Terracon mixed the contents of the bowl and transferred them into laboratory-prepared containers. Terracon recorded the sample time on each container label in permanent ink and place the filled containers for transport to Test America under standard chain-of-custody procedures. As requested by the RI USACE, the composite samples were analyzed for the following parameters:
Volatile Organic Compounds - USEPA Methods 8260B/5035/5035B Semi-Volatile Organic Compounds USEPA Method 8270C
USEPA Methods 8081A/8082 Herbicides USEPA Method 8151 Priority Pollutant Metals USEPA Methods 6010B/7470/7471
ANALYTICAL REPORT
TestAmerica Laboratories, Inc.
TestAmerica Chicago 2417 Bond Street University Park, IL 60484 Tel: (708)534-5200
TestAmerica Job ID: 500-93322-1 Client Project/Site: L&D Lower Guidewall Repair (07155015)
For:
Terracon Consulting Eng & Scientists 870 40th Avenue Bettendorf, Iowa 52722
Attn: Krista Brodersen
Jim Knapp, Project Manager II (630)758-0262 jim.knapp@testamericainc.com
Exhibit B-2
Table of Contents Client: Terracon Consulting Eng & Scientists Project/Site: L&D Lower Guidewall Repair (07155015)
TestAmerica Job ID: 500-93322-1
TestAmerica Chicago
3/24/2015
Cover Page Table of Contents Case Narrative Detection Summary Method Summary Sample Summary Client Sample Results Definitions QC Association Surrogate Summary QC Sample Results Chronicle Certification Summary Chain of Custody Receipt Checklists
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Pa ge of
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APPENDIX C
GEOPHYSICAL SURVEY REPORT
May 7, 2015
U.S. Army Corps of Engineers Rock Island District Clock tower Building P.O. Box 2004 Rock Island, Illinois 61201
Attention: Mr. Josh Hendrix, CEMVR-EC-G
Re: Geophysical Subsurface Exploratory Services Lock and Dam 15 Lower Guidewall Repair Rock Island, Illinois
Terracon Project No. P07150015
Dear Mr. Hendrix:
1.0 INTRODUCTION
On February 20 and 23, along with April 14 and 15, 2015, Terracon Consultants, Inc. (Terracon) conducted a geophysical survey along a portion of the lower guidewall at Lock and Dam 15. These services were performed in general accordance with our Proposal No. P07150010 dated January 15, 2015. The field survey began with the seismic refraction survey, and the Electrical Resistivity Imaging (ERI) survey was conducted once the ground was thawed and absent of free water.
2.0 PROJECT DESCRIPTION
The purpose of the geophysical survey was to determine the depth to the surface of bedrock below the guidewall. Based on boring data obtained by Terracon and historic borings supplied by the Rock Island District Corps of Engineers, a sequence of sand and clay overlies shale and limestone units. The actual guidewall is set to the north of the borings, and was reportedly constructed over the top of rubble riprap inside timber cribbing. The boring data indicate that the sand and clay units thicken to the southwest along the length of the guidewall. The boring data also indicate that the elevation of the bedrock layer rises to the northeast.
To meet the objectives of the survey, Terracon employed two geophysical exploration methodologies: Electrical Resistivity Imaging (ERI) and Seismic Refraction. For each method, data were acquired along two, approximately 750 feet or greater, parallel survey lines: one along the top of the guidewall berm, and one along the southern slope of the guidewall berm. Line locations of the ERI and Seismic Refraction can be found in the attached Exhibit 1.
Report of Geophysical Survey Services Lock and Dam 15 Lower Guidewall Repair Rock Island, Illinois May 7, 2015 Terracon Project No. 07155015
3.0 EXPLORATION METHODS
Electrical Resistivity Imaging
The ERI was completed using an Advanced Geosciences, Inc. SuperSting R8 resistivity and induced polarization imaging system with 112 electrodes. Data were acquired using a dipole-dipole array configuration employing roll-along logistics to complete the approximately 890-foot transects. In order for the survey to achieve a continuous coverage depth of approximately 45 feet, an electrode spacing (a-spacing) of 4 feet was used yielding a maximum resolution of +/-2 feet.
The Dipole-Dipole array results in a two dimensional profile or of apparent resistivity along the survey line spacings. The entire electrode set is then moved an additional acing, and the potentials are moved out successive readings again. This process is continued until the length of the profile is completed.
In comparison to other resistivity arrays, the dipole-dipole configuration provides greater lateral resolution.
Post processing of field measured apparent resistivity data was carried out using AGI EarthImager 2D inversion and modelling software. During post-processing, the field derived data were numerically inverted to generate 2-D model sections of resistivity in the x-z plane.
Seismic Refraction
Terracon used a seismic refraction system consisting of a Seismic Source DAQLink III seismograph and 48 geophones to derive subsurface seismic velocity information.
Linear arrays of 48 geophones were centered along the top of the guidewall and along the southern slope:
produced by ambient seismic noise are recorded. The data was then processed using a wavefield-transformation data-processing technique and an interactive Rayleigh-wave dispersion-modeling tool. The refraction microtremor exploits aspects of spectral analysis of surface waves (SASW) and multi-channel analysis of surface waves (MASW) to derive a shear wave (s-wave) profile and an average shear-wave velocity along the array for a corresponding depth. Using subsets of the original 48 geophones, several 1D profiles can be derived and combined to yield a pseudo 2D shear-wave velocity cross-section of an area. In order for the refraction survey to achieve a continuous coverage of 45 feet, a geophone spacing of 8 feet was used yielding a maximum resolution of +/-4 feet.
Electrical Resistivity Imaging Cultural influences including interferences from metal debris, metal fencing, concrete rubble, metal signs, light poles, and an underground power line that ran parallel to and in close proximity
May 7, 2015 Terracon Project No. 07155015 to both electrical survey transects compromised the data acquisition efforts associated with this investigation. Data filtering during post-processing is used to remove negative values and data spikes, as well as measured voltages and currents that fall below a minimum reliable threshold, severely decimating the data sets for both resistivity survey lines. For example, in some instances over 60% of the acquired data needed to be removed. A photo log documenting some of these obstructions is attached at the end of this report.
The northern line was collected along the top of the guidewall at an approximate elevation of 563 feet. Data collected along the northern data line were significantly compromised due to environmental interference. This line ran directly over power lines feeding the light poles as well as parallel to the main power source, and the interference and modeling around these power lines is overcompensated and not reliable. It also appears that this data was negatively impacted by the riprap inside timber cribbing that is present. As a consequence, none of the electrical resistivity data acquired were capable of meeting the desired objectives of obtaining bedrock elevations. Even so, these north line ERI models are provided in the attached Exhibits 2 through 4 for your reference.
The southern line was collected along the slope of the guidewall berm at an approximate elevation of 553. Despite the removal of many data points, the inversion model for the southern line (shown in Exhibits 5 through 7) generally agrees with the corresponding seismic refraction model (shown in Exhibit 9) as well as the boring logs that were collected in the area. In these models, rock ranges from approximately 50 feet on the southwest portion to 25 feet on the northeast portion.
Refraction Microtremors The ReMi models were largely unaffected by the environmental interference that influenced the ERI data. As is typical with seismic refraction models, the shear wave velocities tend to increase with depth. Models from both the north line and the south line show shear velocities commonly associated with shale and limestone layers sloping upward to the northeast.
According to the design drawings provided by the Rock Island District Corps of Engineers, there should be a layer of rubble riprap in timber cribbing at a depth of 18 to 35 feet below ground surface on the north line. It is our interpretation that this is represented by the cooler colors (blue and purple) with shear wave velocity under 2500 ft/s. The northern line was collected along the top of the guidewall at an approximate elevation of 563 feet. According to boring logs acquired by Terracon, the warmer colors (green to red) at approximately 40 to 50 feet below ground surface is likely the shale transitioning into limestone bedrock. The northern line was collected approximately 19 feet above the elevation of the historical borings and 14 feet above the elevation of the Terracon Borings. This model is provided in the attached Exhibit 8.
Boring logs were also used to aid the interpretation of the southern line. The southern line was collected at an elevation approximately level with the Terracon borings at 549 feet and 5 feet above the historical borings. The green layer ranging from approximately 20 to 37 feet is consistent with the shale, and the orange-red layer at approximately 35 to 50 feet is consistent
May 7, 2015 Terracon Project No. 07155015 with the limestone as encountered in the borings. This model is provided in the attached Exhibit 9.
General Synopsis The southern ERI and southern seismic model were overlain with both the historical boring information and recent Terracon boring logs to compile a composite image. This image is displayed in the attached Exhibit 10. These models were adjusted to account for surface elevation changes across the site and to better reflect elevations noted on the borings. Differences in surface elevation on the boring logs can be attributed to projection of this information on to the selected cross section, and in the case of the historical information, development/grade raising since the borings were conducted. In general, the models agreed favorably with the borings done in the area by Terracon as well as the historical borings.
Discrepancies between the modeled rock elevation and boring elevation could be due to a number of factors including the maximum resolution the models are capable of achieving. The north geophysical lines were not used in this final analysis due to the proximity to many utilities and the presence of the rip rap below the guidewall berm. The southern geophysical lines were offset from the historical borings approximately 20 feet, and were offset from the Terracon borings nearly 40 feet. Bedrock classification and depths from the historical borings conducted in 1931 are represented solely as provided; we are unfamiliar with the techniques used to gather information or the customs commonly used to describe rock materials during that era to assess the reliability of the historical information.
5.0 LIMITATIONS
It should be noted that, as with any geophysical testing method, the processes rely on measured signals to indicate physical properties/conditions in the field. Measurements can be affected by on-site conditions beyond the control of the operator, such as, but not limited to, ambient site activities, infrastructure, soil types, and depth to groundwater. Interpretation of the geophysical data is based on a combination of factors combined with the experience of the operator and geophysicist evaluating the results.
This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geophysical exploration practices. No warranties, express or implied, are intended or made.
The analysis and recommendations presented in this report are based upon the data obtained from the geophysical surveys and from other information discussed in this report. This report does not reflect variations that may occur in areas inaccessible to the geophysical equipment, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction.
May 7, 2015 Terracon Project No. 07155015
We appreciate the opportunity to be of service to you on this project. Please do not hesitate to contact us if you have any questions regarding this information or if we can be of further service to you.
Attachments:
Photo Log Exhibit 1- Site Diagram Exhibit 2- ERI- North Line- 0-424 ft Exhibit 3- ERI- North Line- 152-560 ft Exhibit 4- ERI- North Line- 308-872 ft Exhibit 5- ERI- South Line- 0-424 ft Exhibit 6- ERI- South Line- 152-560 ft Exhibit 7- ERI- South Line- 308-872 ft Exhibit 8- ReMi North Line Exhibit 9- ReMi South Line Exhibit 10- Composite Model
May 7, 2015 Terracon Project No. 07155015
Photo 1: Buried steel cable
Photo 2: Some probes could not be placed due to concrete/rubble debris
May 7, 2015 Terracon Project No. 07155015
Photo 3: Gravel area with marked utilities
Photo 4: ERI line collected near buried power, light poles, and electrical boxes
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A T T A C H M E N T
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T O
S E C T I O N g e o f
General Decision Number: IL170012 07/21/2017 IL12
Superseded General Decision Number: IL20160012
State: Illinois
Construction Types: Heavy and Highway
Counties: Bureau, Carroll, Henry, Jo Daviess, Lee, Ogle, Rock Island, Stephenson, Whiteside and Winnebago Counties in Illinois.
HEAVY CONSTRUCTION PROJECTS (including Sewer & Water Line Construction & Drainage Projects) & HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects, and railroad construction; bascule, suspension & spandrel arch bridges; bridges designed for commercial navigation; bridges involving marine construction, other major bridges).
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.
The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 02/03/2017 3 02/17/2017 4 03/17/2017 5 04/28/2017 6 05/05/2017 7 05/12/2017 8 05/19/2017 9 06/02/2017 10 06/16/2017 11 06/23/2017 12 07/07/2017 13 07/14/2017 14 07/21/2017
CARP0166-003 05/01/2017
HENRY and ROCK ISLAND COUNTIES
Rates Fringes
CARPENTER........................$ 31.00 26.82
IL170012-1 AMEND. 0001
CARP0195-003 05/01/2017
BUREAU COUNTY
Rates Fringes
CARPENTER........................$ 34.35 28.27
CARP0790-004 05/01/2017
CARROLL, JO DAVIESS, LEE, OGLE (Oregon and South thereof), STEPHENSON, and WHITESIDE COUNTIES
Rates Fringes
CARPENTER........................$ 40.59 28.29
CARP0792-002 05/01/2017
OGLE (Northern One-Half), and WINNEBAGO COUNTIES
Rates Fringes
CARPENTER........................$ 43.74 25.14
ELEC0051-005 01/02/2017
BUREAU & HENRY (Annawan, Burns, Cambridge, Galva, Kewanee, Weller, and Westerfield TWPS)
Rates Fringes
Line Construction Groundman/Equipment Operator (All crawler type equipment larger than D-4, 15 ton crane or larger).....$ 42.28 5.50+32.5% Groundman/Truck Driver......$ 32.23 5.50+32.5% Lineman and Substation Technician..................$ 46.97 5.50+32.5%
ELEC0145-003 12/05/2016
CARROLL (Townships of Fair Haven, Freedom, Mount Carroll, Salem, Savanna, Washington, Woodland & York), JO DAVIESS (Townships of Council Hill, Derinda, Dunleith, East Galena, Elizabeth, Guilford, Hanover, Menominee, Rawlins, Rice, Scales Mound, Vinegar Hill & West Galena), HENRY (Except Annawan, Burns, Cambridge, Galva, Kewanee, Weller, and Westerfield TWPS) ROCK ISLAND & WHITESIDE (Townships of Albany, Clyde, Erie, Fenton, Fulton, Garden Plain, Lyndon, Mount Pleasant, Newton, Prophetstown, Union Grove & Ustick) COUNTIES
Rates Fringes
IL170012-2 AMEND. 0001
Line Construction Cable Splicer...............$ 42.39 33% + 5.25 Dynamiter...................$ 35.12 33% + 5.25 Groundman Equipment Operator....................$ 33.30 33% + 5.25 Groundman Truck Driver......$ 28.98 33% + 5.25 Groundman...................$ 27.80 33% + 5.25 Lineman, Technician, Heavy Equipment Operator..........$ 42.01 33% + 5.25
FOOTNOTE:
A. PAID HOLIDAYS: Memorial Day, Independence Day, Labor Day, and Thanksgiving Day
ELEC0145-005 06/01/2015
CARROLL (Chadwick, Mt. Carroll, Savanna and Thompson TWPS), HENRY (Excluding Annawan, Burns, Cambridge, Galva, Kewanee, Weller, and Westerfield TWPS), JO DAVIESS (Savanna Ordnance Depot), WHITESIDE (Remainder of County), and ROCK ISLAND
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 34.50 19.93
ELECTRICIAN......................$ 33.50 19.93
* ELEC0176-005 06/01/2017
BUREAU and HENRY (Annawan, Burns, Cambridge, Galva, Kewanee, Weller, and Wethersfield Twps) COUNTIES
Rates Fringes
ELECTRICIAN......................$ 40.95 37.56
ELEC0196-002 03/06/2017
CARROLL (Townships of Cherry Grove, Elkhorn Grove, Lima, Rock Creek, Shannon & Wysox), JO DAVIESS (Townships of Apple River, Berreman, Pleasant Valley, Nora, Rush, Stockton, Thompson, Wards Grove, Warren & Woodbine), LEE, OGLE, STEPHENSON, WHITESIDE (Townships of Genesee, Hahnaman, Hopkins, Hume, Jordan, Montmorency, Sterling & Tapico) & WINNEBAGO COUNTIES
Rates Fringes
Line Construction Equipment Operator..........$ 41.45 5.50+32.75%+A Groundman Truck Driver......$ 33.14 5.50+32.75%+A Groundman...................$ 32.00 5.50+32.75%+A Lineman, Substation Technician, Cable Splicing Technician, Digger Operator, Crane Opertor 20
IL170012-3 AMEND. 0001
tons and above, and Signal Technician..................$ 49.67 5.50+32.75%+A
FOOTNOTE: A. PAID HOLIDAYS: Memorial Day, Independence Day, Labor Day, and Thanksgiving Day
ELEC0364-002 06/01/2017
CARROLL (Cherry Grove, Shannon, Rock Creek, Lima, Wysox, Elkhorn Grove TWPS), JO DAVIESS (Warren, Rush, Nora, Stockton, Wards Grove, Pleasant Valley, and Berrenman TWPS), LEE, OGLE, STEPHENSON, WHITESIDE (Genesee, Jordan, Hopkins, Sterling, Hume, Montgomery, Tampico, and Hahnaman TWPS) and WINNEBAGO
COUNTIES
Rates Fringes
ELECTRICIAN......................$ 45.50 32.48
ENGI0150-004 06/01/2016
CARROLL, JO DAVIESS, LEE, OGLE, STEPHENSON, WHITESIDE (Eastern Half) and WINNEBAGO COUNTIES
Rates Fringes
OPERATOR: Power Equipment Group 1.....................$ 44.65 34.40 Group 2.....................$ 44.10 34.40 Group 3.....................$ 42.80 34.40 Group 4.....................$ 41.35 34.40 Group 5.....................$ 39.90 34.40
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Asphalt Plant; Asphalt Heater and Planer combination; Asphalt Spreader; Asphalt Silo Tender;
Autograder, GOMACO or similar; Belt Loader; Caisson Rigs;
Car Dumper, Central Redi-Mix Plant; Combination Backhoe Front End Loader Machine (1 cu yd or over Backhoe bucket with attachments); Backhoe with Shear attachment; Concrete Breaker (truck mounted); Concrete Conveyor; Concrete Paver over 27E cu ft; Concrete Placer; Concrete Tube Float;
Cranes, all attachments; Cranes, Hammerhead, Linden, Peco and machines of a like nature; Creter Crane; Crusher, stone; Derricks; Derrick Boats; Derricks, traveling;
Dredges; Field Mechanic Welder; Formless Curb and Gutter Machine; Gradall and machines of a like nature; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver mounted; Hoists, one, two, and three Drum; Hydraulic Backhoes; Locomotive, all Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill-Crawler or Skid Rig; Rock Drill truck mounted; Roto Mill Grinder, 36" and over; Roto Mill Grinder, less than 36"; Slip- Form Paver; Soil Test Drill Rig, truck mounted;
IL170012-4 AMEND. 0001
Straddle Buggies; GCI Crane and similar; Hydraulic Telescoping Form (tunnel); Tie Back MAchine; Tractor Drawn Belt Loader: Tractor Drawn Belt Loader with attached Pusher; Tractor with boom; Tractaire with attachment;
Traffic Barrier Conveyor Machine; Raised or Blind Hoe Drill (Tunnel & Shaft); Trenching Machine; Truck Mounted Concrete Pump with boom; Truck mounted Concrete Conveyor;
Underground Boring and/or Mining Machines under 5 ft; Wheel Excavator & Widener (Apsco)
GROUP 2: Batch Plant; Bituminous Mixer; Bobcats over .75 cu yd; Boiler and Throttle Valve; Bulldozer; Car Loader Trailing Conveyors; Combination Backkhoe Front End Loader Machine, less than 1 cu yd Backhoe Bucket with attachments;
Compressor and Throttle Valve; Compressor, common receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S series to and including 27 cu ft; Concrete Spreader; Concrete Curing Machine, Burlap Machine; Belting Machine and Sealing Machine;
Conveyor Muck Cars (Haglund or similar type); Finishing Machine-Concrete; Greaser Engineer; Highlift Shovels or Front End Loader; Hoist-Sewer Dragging Machine; Hydraulic Boom Trucks, all attachments; Locomotives, Dinky; Pump Cretes, Squeeze Cretes-Screw Type pumps, Gypsum Bulker and Pump; Roller Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc self-Propelled; Scoops-Tractor Drawn;
Self-propelled Compactor; Spreader-Chip- Stone etc;
Scraper; Scraper-Prime Mover in Tandem regardless of size (add $1.00 to to Group 2 hourly rate for each hour and for each machine attached thereto); Tank Car Heater; Tractors, Push, pulling Sheeps Foot, Disc, or Compactor, etc; Tug Boats
GROUP 3: Boilers; Brooms, all power propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer, two bag and over; Conveyor, Portable; Farm type Tractors used for mowing, seeding, etc; Fireman on Boilers; Forklift Trucks; Grouting Machines; Hoists, Automatic; Hoists, all Elevators; Hoists, Tugger single Drum; Jeep Diggers; Pipe Jacking Machines; Post- hole Digger; Power Saw, Concrete, Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with A-Frame; Work Boats; Tamper-Form motor driven
GROUP 4: Air compressor - Small 185 and under (1 to 5 not to exceed a total of 300 ft); Air Compressor - Large over 185;
Asphalt Spreader Backend Man; Combination - Small Equipment Operator; Generators - Small 50 kw and under; Generators - Large , over 50 kw; Heaters, Mechanical; Hydraulic power unit (Pile Driving, Extracting or Drilling); Light Plants All (1 to 5); Pumps, over 3" (1 to 3, not to exceed a total of 300 ft); Pumps, Well Points; Tractaire; Welding Machines (2 through 5); Winches, 4 small electric drill winches;
Bobcats up to and including .75 cu yd
GROUP 5: Oilers
PREMIMUM PAY:
IL170012-5 AMEND. 0001
Long Boom :
Cranes & Derricks 90' to 150' including jib receive an extra $.50 per hour. Cranes & Derricks over 150' including jib receive an extra $.50 per hour plus an additional $.10 for each additional 10' of boom or jib.
Capacity Pay:
Cranes & Derricks with maximum capacity exceeding 50 ton with less than 90' of boom or jib shall be compensated $.01 per hour for each ton of the rated capacity in excess of 50 ton.
Long Boom pay and Capacity pay cannot be combined.
Crane mounted earth auger, raised and blind hole drills, and truck mounted drill rigs receive an extra $.50 per hour.
Creter Cranes:
When the Creter Crane is equipped with a conveyor system capable of extending 70' or more, the engineer shall receive an extra $.50 per hour.
Truck Mounted Concrete Pumps:
When the Truck Mounted Concrete Pump is equipped with a boom, which is capable of extending 90' or more, the engineer shall receive $.50 per hour extra.
Truck Mounted Concrete Conveyor:
Truck Mounted Concrete Conveyors equipped with conveyors that are capable of extending 90' or more, the engineer shall receive an extra $.50 per hour.
Underground Work:
Employees working in tunnels, shafts, etc. shall be paid an additional $.40 per hour. Employees working under air pressure 1/2 pound to 7 pounds shall receive an additional $.50 per hour. Employees working under air pressure of 7 pounds or over shall receive $.65 per hour more.
Mining Machines- Boring Machines:
The crew operating and maintaining the Mining Machines shall be compensated an additional $.50 per hour.
* ENGI0150-016 06/01/2016
BUREAU COUNTY (The portion lying east and north of Highway 26 from the Town or Village of Bureau to the northern Bureau County line.)
Rates Fringes
OPERATOR: Power Equipment Group 1.....................$ 47.30 34.85 Group 2.....................$ 46.75 34.85 Group 3.....................$ 44.70 34.85 Group 4.....................$ 43.30 34.85 Group 5.....................$ 42.10 34.85
IL170012-6 AMEND. 0001
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Asphalt Plant*; Asphalt Heater and Planer combination; Asphalt Heater Scarfire*; Asphalt Spreader;
Autograder; ABG Paver*; Backhoes with Caisson Attachment*;Belt Loader*;Caisson Rigs*; Car Dumper, Central Redi-Mix Plant*; Combination Backhoe Front End Loader Machine (1 cu yd or over Backhoe bucket with attachments);
Concrete Breaker (truck mounted)*; Concrete Conveyor;
Concrete Paver over 27E cu ft*; Concrete Placer*; Concrete Tube Float; Cranes, all attachments*; Cranes, Hammerhead, Linden, Peco and machines of a like nature*; Creter Crane;
Crusher, stone etc.; All Derricks; Derrick Boats; Derricks, traveling*; Dredges*; Field Mechanic Welder; Formless Curb and Gutter Machine; Gradall and machines of a like nature;
Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver mounted*; Hoists, one, two, and three Drum;
Hydraulic Backhoes; Locomotive, all Mucking Machine; Pile Drivers and Skid Rig*; Pre- Stress Machine; Pump Cretes Dual Ram (Requires frequent lubrication and water)*;
Rock/Track Tamper; Rock Drill truck mounted; Roto Mill Grinder, 36" and over*; Roto Mill Grinder, less than 36";
Slip- Form Paver*; Soil Test Drill Rig, truck mounted*;
Straddle Buggies; Hydraulic Telescoping Form (tunnel);
Tractor Drawn Belt Loader*; Tractor Drawn Belt Loader with attached Pusher (two engineers); Tractor with boom;
Tractaire with attachments; Raised or Blind Hoe Drill (Tunnel & Shaft)*; Trenching Machine; Truck Mounted Concrete Pump with boom; Underground Boring and/or Mining Machines 5 ft in diameter and over tunnel, etc.*;
Underground Boring and/or Mining Machines under 5 ft; Wheel Excavator* & Widener (Apsco)
GROUP 2: Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozer; Car Loader Trailing Conveyors;
Combination Backkhoe Front End Loader Machine, less than 1 cu yd Backhoe Bucket with attachments; Compressor and Throttle Valve; Compressor, common receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine;
Concrete Mixer or Paver 7S series to and including 27 cu ft; Concrete Spreader; Concrete Curing Machine, Burlap Machine; Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or similar type);
all Drills; Finishing Machine-Concrete; Greaser Engineer;
Highlift Shovels or Front End Loader; Hoist-Sewer Dragging Machine; Hydraulic Boom Trucks, all attachments; Hydro- Blaster requires two operators (one Group 4); Hydraulic Boom Trucks (All attachments);Locomotives, Dinky; Off-Road Hauling Units (including articulating); Laser Screed; Pump Cretes, Squeeze Cretes-Screw Type pumps, Gypsum Bulker and Pump; Rock Drill-Crawler or Skid*; Rock Drill-Truck Mounted*; Roller Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. Self- Propelled; Scoops-Tractor Drawn;
Self-propelled Compactor; Spreader-Chip-Stone etc; Scraper;
Scraper-Prime Mover in Tandem regardless of size (add $1.00 to to Group 2 hourly rate for each hour and for each machine attached thereto); Tank Car Heater; Tractors, Push, IL170012-7 AMEND. 0001
Pulling Sheeps Foot, Disc, Compactor, etc; Tug Boats
GROUP 3: Boilers; Brooms, all power propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer, two bag and over; Conveyor, Portable; Farm type Tractors used for mowing, seeding, etc; Fireman on Boilers; Forklift Trucks; Grouting Machines; Hoists, Automatic; Hoists, all Elevators; Hoists, Tugger single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete, Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with A-Frame; Work Boats;Tamper-Form motor driven
GROUP 4: Air compressor - Small 250 and under (1 to 5 not to exceed a total of 300 ft); Air Compressor - Large over 250;
Combination - Small Equipment Operator; Generators - Small 50 kw and under; Generators - Large, over 50 kw; Heaters, Mechanical; Hydraulic power unit (Pile Driving, Extracting or Drilling); Hydro-Blaster requires two operators (one Group 2); Light Plants All (1 to 5); Pumps, over 3" (1 to 3, not to exceed a total of 300 ft); Tractaire; Welding Machines (2 through 5); Winches, 4 small electric drill winches
GROUP 5: Bobcats (All); Brick Forklifts; Directional Boring Machine Locator; Oilers
*Equipment requires an Oiler
ENGI0150-020 06/01/2016
HENRY (Western Half), ROCK ISLAND, and WHITESIDE (Western Half)
COUNTIES
Rates Fringes
OPERATOR: Power Equipment Group 1.....................$ 33.50 29.95 Group 2.....................$ 32.50 29.95 Group 3.....................$ 29.85 29.95 Group 4.....................$ 28.80 29.95
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Crane (Friction or Hydraulic, regardless of size or attachments); Tow or Push Boat
GROUP 2: Asphalt Heater-Planer Unit; Asphalt Paver; Asphalt Paver Screed; Asphalt Plant; Automatic Curbing Machine;
Backfiller (throw bucket); Blastholer Self-Propelled Rotary Drill or Similar Machines; Boom Tractor or Side Boom;
Boring Machine (Directional, Vertical or Horizontal);
Building Hoist (1,2 or 3 drums); Caisson Auguring Machines;
Central Redi-Mix Plant; Chip Spreader; Cleaning & Priming Machine; Combination Backhoe Front End Loader; Combination Concrete Finishing Machine and Float; Concrete Breaker or
IL170012-8 AMEND. 0001
Hydro-Hammer; Concrete Conveyor or Pump; Concrete Paver;
Concrete Spreader; Concrete Wheel Saw (Large self-propelled); Crusher (Stone, Concrete, Asphalt, etc.);
Curing-Tinning Machine; Dipper Dredge Crane man; Dipper Dredge Operator; Dual Purpose Truck (Boom, Winch, etc.);
Excavator; Farm-Type Tractor Operating Scoop or Scraper or with Power Attachment; Forklift (6000 lb. capacity);
Grader, Motor Grader, Motor Patrol, Auto Grader, Form Grader, Pull Grader, Sub Grader, Elevating Grader; Group Equipment Greaser; Guard Rail Post Driver; Hoists;
Hydraulic Dredge Leverman or Engineer; Hydro-Vac Truck Mounted or Pull Type, and Similar Equipment; Laser Screed;
Loader (Track, Rubber Tire or Articulated); Locomotive Engineer; Mechanic-Welder; Mechanical Loaded Log Chippers or Similar Machines; Milling Machine; Mucking Machine; Pile Driver; Pipe Bending; Pug Mill; Road Widener-Shoulder Spreader; Scraper (self-propelled); Self-Propelled Roller or Tire Roller (on Asphalt or Blacktop), Sheep Foot or Pad Foot Compactor; Shovel; Slip Form Paver; Steel Track-Type…
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