H.West_Chicken_Call_Order_CULVERT.pdf
PDF 302 KB Posted
- Attached to
- Tri-Forest Road Maintenance Federal contract opportunity
- Solicitation number
- 1204M318Q0002
About this file
H. West Chicken Call Order
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| LIST_OF_AWARDEES_FOR_THE.docx | DOCX document | |
| Amendment1.docx | DOCX document | |
| L.FireSuppressiontanktruckR6630053.pdf | ||
| I.West_Chicken_Specs.pdf | ||
| E.Malheur_Final_Call_Order.pdf | ||
| J.West_Chicken_Drawings.pdf | ||
| M.FireSuppressionCommunicationR6630054.pdf | ||
| A.Quoters_Package.pdf | ||
| G.Whitman_Blading_Maps.pdf | ||
| C.Umatilla_Brushing_Final_Call_Order.pdf | ||
| D.Umatilla_Brushing_Maps.pdf | ||
| K.FireProtectionandSuppressionr6_fS_6300_52.pdf | ||
| B.FinalTriSolicitation.pdf | ||
| F.Whitman_Final_Call_Order.pdf |
Show all 14
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CALL ORDER NO:
IF THIS ORDER IS GREATER THAN $2,500.00, IT IS
NOT VALID UNTIL SIGNED BY THE CONTRACTING OFFICER
Contract No. Project Name:
West Chicken Creek Culvert Replacement.
County: Union
District: La Grande
Contractor: Issuing and Billing Office:
Wallowa-Whitman National Forest 1550 Dewey Ave, Suite A Baker City, OR 97814
Base Item No.
Description Quantity Unit Unit Price Amount
15101 Mobilization LS All
15201 Construction Survey and Staking, 5175 West Chicken Creek Culvert LS All
15701 Soil Erosion Control LS All
15702 Soil Erosion Control, Stream Bypass LS All
15901 Reconstruction Staking MI 1.76
20301 Removal of Obstructions, Disposal Method A Each 2
20401* Excavation and Embankment, Compaction Method B CY 100
20402* Roadway Embankment, Compaction Method B CY 30
20404* Select Excavation and Borrow, Compaction Method B CY 65
20801* Structural Excavation CY 150
20803* Structural Backfill, Compaction Method B CY 80
20807* Bedding Material, Compaction Method B CY 10
25101* Placed Rip Rap, Class 4 CY 10
30307 Roadway Reconditioning, Compaction Method B MI 1.76
32203 Aggregate Base, grading D, Compaction Method B, Haul and Place CY 50
55201 Structural Concrete Class A(AE), Pre-Cast Culvert Footings LS All
60218 18" CMP, Compaction Method B LF 62
60224 28" x 20" CMPA, Compaction Method B LF 30
60301 10'-0" Span, 3'-6" Rise, 36'-0" Multi-Plate Pipe Arch LS All
63501 Temporary Traffic Control LS All
64804 Stream Simulation, 5175 West Chicken Creek, Method A LF 80 65101 Development of Pits and Quarries LS All
Total Base Items Option Item 1
15901.1 Reconstruction Staking MI 1.2
20303.1 Removal of Obstructions, Disposal Method A Each 1
20425.1 Utah Dip Each 8
30307.1 Roadway Reconditioning, Compaction Method B MI 1.2
60224.1 28" x 20" CMPA, Compaction Method B LF 40
Project Notes:
1. See attached Project Description
2. *Denotes Contract Quantities
Total Price
Contractor: (Name and Signature)
Requested By: Brett Yaw , COR
Fund Authorization: (Name and Signature) See attached IAS Requisition
Ordered By:
Title: Contracting Officer Order Date: Job Code:
Description of Work
The West Chicken Creek culvert replacement project will replace one undersized culvert with an aquatic organism passage structure. A 10’-0” span steel multi-plate culvert will be installed on FSR 5175 over West Chicken Creek. The culvert will be placed on pre-cast concrete footings, incorporate stream simulation, with all instream work being accomplished during the in-stream window from July 1st – July 31st. There will be other associated road work such as installing drainage culverts and reconditioning the roadway.
Project Location
The project is located on the Wallowa-Whitman National Forest on the La Grande Ranger District’s Forest System Road (FSR) 5175. To access the project from La Grande, OR take Interstate 84 west for approximately 8.5 miles to exit 252 for OR HWY-244. Head southwest on OR HWY-244 for 12 miles and then turn south onto Union County Road 149 for approximately 4 miles. Continue south onto FSR 5100 for 8 miles until the intersection with FSR 5175. Turn southwest onto FSR 5175 and travel 1.6 miles to the West Chicken Creek crossing.
Price Range
This project is estimated to be less than $150,000.
Requirements
Contractor shall provide all equipment, supplies, superintendence, materials, and labor necessary to complete the work in accordance with the specifications and drawings.
Work shall be conducted in accordance with the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 as supplemented by the attached Forest Service Supplemental Specifications, the attached drawings, and the FAR Clauses listed in the parent contract.
Warning signs and temporary traffic control shall be provided and placed in accordance with MUTCD standards while work is in progress.
It is expected that another contractor will be working in the FSR 5175 roadway till June 16th. Contractor’s will coordinate work and traffic control schedules.
The instream work window for West Chicken Creek is between July 1st and July 31st. All in stream work shall be completed during this time frame. All remaining work items shall be completed by 8/31/2018.
Measurement and Payment
Measurement and payment for all work done on this project shall be in accordance with the Standard Specifications for Construction of Roads and Bridges on Federal Highways Projects, FP-03, and the attached Supplemental Project Specifications.
All invoices shall be processed through IPP
Post Award Conference (AGAR 452.215-73) (NOV 1996)
A post award conference with the successful offeror is required. It will be scheduled and held within ten days after the date of contract award, or mutually agreed by both parties. The conference will be held at the Wallowa-Whitman NF Supervisor’s Office or another agreed upon location.
List of Attachments
The following attachments are made a part of this solicitation and any resultant contract.
Title Pages
1. Specifications 100
2. Project Drawings (Attached) or (Separate) 16 Page No Description 1 Title Sheet 1 2 Vicinity Map 1 3 Estimate of Quantities 1 4 General Notes 1 5 Culvert Site 1 6 Culvert Layout and Section A 1 7 Culvert Profile 1 8 Road Profile 1 9 Culvert Stream Simulation Details 1 10 Footing Detail 1 11 Road Structure Details 1 12 Drainage Construction Details 1 13 Pit Dev. Detail 1 14 NFSR 5175 Work Summary P. 1 1 15 NFSR 5175 Work Summary P. 2 1 16 NFSR 5175 Work Summary P. 3 1
4. DOL Wage Decision No. OR170001 09/22/2017 OR1 17
List of Submittals
The contractor is responsible for furnishing the following submittals prior to the work. Submit the number of sets for each material type.
Submittals Referenced by Specification No.
Time of Government Approval After Submittal
Number of Sets
Traffic Control Plan FSSS 156 & Traffic Control Clause
2 Weeks 1
Safety Plan H-1 Safety Clause 2 Weeks 1 Hazardous Spill Plan FAR 52.223-3 & FSSS
2 Weeks 1
Fire Plan List of Attachments 2 Weeks 1 Contractor Quality Control Plan FP-03 153.02 2 Weeks 1 Soil and Erosion Control Plan FSSS 157 2 Weeks 1 Diversion and Dewatering Plan Plan Sheet 4 & FSSS
2 Weeks 1
Concrete Mix Design 552 2 Weeks 1 Construction Schedule 52.236-15 2 Weeks 1 Pit Development Plan 651.02 2 Weeks 1 Overload Permits Contractor’s use of
Existing Roads 3 Weeks 1
Shop Drawing Submittals Referenced by
Time of Government Approval After Submittal
Number of Sets
Footing Rebar and Weld Plate Details
Plan sheet 4 2 weeks 1
Multi Plate Culvert Plan sheet 4 2 weeks 1
Material Certifications Referenced by
Time of Government Approval After Submittal
Number of Sets
Material Certifications for concrete, grout, culverts
552, 602, 603, 703, 707, 725
2 Weeks 1
Structural Metal 717 2 Weeks 1
Government Furnished Property Item No. Property
Description Property Value Qty Location Date Available
25101 Rip Rap Various locations in project area
When snow conditions allow
32203 Crushed Aggregate F.S. pit on 5190030 or 5130021
When snow conditions allow
Physical Data
Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.
(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by the US Forest Service. Site surveys were performed on the major culvert replacement at West Chicken Creek and FSR 5175.
Road use and Maintenance
Use of Roads
(a) The Contractor is authorized to use roads that are a part of the construction project and those Forest Service roads designated below for performance of work under this contract.
Road No.
Termini
Authorizations, Restrictions & Requirements
Maintenance Required (Yes or No)
FSR 5100 From County Road 149 to FSR 52
Maintenance Specification 811F-
Comp. B & 842F commensurate with use
N
FSR 5175 From FSR 51 to End Y FSR 5190 From FSR 51 to 5190030 Y FSR 5190030 From FSR 5190 to End Y FSR 5125 From FSR 5125 to FSR
5130 Y
FSR 5130 From FSR 5125 to FSR 5130015 Y
FSR 5130015 From FSR 5130 to FSR 5130021 Y
FSR 5130021 From FSR 5130015 to To Rock Pit Y
(b) If the Contractor requests use of a National Forest road or segment not designated for his use, the Forest Service may authorize such use if not in conflict with the current Road Rules document.
Authorization to use such additional roads may include maintenance requirements and use limitations.
(c) The roads authorized for use will be subject to the following provisions:
1. The Road Rules in the current Wallowa-Whitman National Forest Road Rules Document are applicable to all commercial road users. This document is available for inspection at the office of the Forest Supervisor and shall be applicable except when modified by provisions of the contract.
Wallowa-Whitman NF Road Use Rules: Available on line at following address:
https://www.fs.usda.gov/detail/wallowa-whitman/landmanagement/resourcemanagement/?cid=fsbdev7_008936
2. State laws governing traffic rules and equipment requirements on State and County highways.
3. Federal regulations contained in 36 CFR 261.12. These regulations prohibit use of vehicles or equipment in excess of State legal highway loads or posted limits without valid State and Forest Service overload permits, damaging a road while using it, and blocking a road open to use by others, except as https://www.fs.usda.gov/detail/wallowa-whitman/landmanagement/resourcemanagement/?cid=fsbdev7_008936 https://www.fs.usda.gov/detail/wallowa-whitman/landmanagement/resourcemanagement/?cid=fsbdev7_008936 may be otherwise provided in the contract.
Load Limits --All vehicles and equipment shall not exceed State legal highway loads and widths or posted limits without valid State and Forest Service overload, overwidth permits. Forest Service overload permits for this project may be obtained from the District Ranger.
4. Federal Regulations contained in 36 CFR 261.54 as applied to the area by an order issued under 36 CFR 261.50. These regulations authorized the Forest Service, as a sovereign act, to issue additional restrictions and closures any time conditions warrant. Such closures will be in addition to those shown in the current Road Rules Document and will be posted on the road.
Contractor’s Representation & Responsibility
A. In making formal request for substitution the Contractor represents he/she:
1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.
2. Will provide same warranties and bond for substitute as for originally specified product.
3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.
4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.
5. Cost data is complete and includes related costs under the contract, but not:
a. Costs under separate contracts.
b. Contracting Officer costs for redesign or revision of contract documents.
B. The Contractor assumes full responsibility that the substitution and/or alternate items or procedures proposed will meet the job requirements.
C. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.
Traffic Control
The Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.
The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagman and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and
Highways, published by the Federal Highway Administration and applicable safety codes.
The Contractor shall furnish, erect, maintain, and remove when notified any project identification signs shown on the drawings
Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.
Control of Material
Rights In and Use of Materials
(a) The Contractor, with the written approval of the Contracting Officer, may use on the project suitable stone, gravel, and sand, or other material found in the excavation. Payment will be made both for the excavation of such materials at the corresponding contract unit price and for the pay items for which the excavated material is used. The Contractor shall replace without additional compensation sufficient suitable materials to complete the portion of the work which was originally contemplated to be constructed with such material.
(b) Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to reimburse the Contractor for the cost of their production.
Material Sources
(a) Designated Sources - Sources of local materials are designated on the drawings. The Government assumes responsibility for the quality and quantity of material in the source. The Contractor shall determine the equipment and work required to produce the specified product.
The Contractor shall utilize all suitable material in the source. The designation of source will include the rights of the Contractor to use certain area(s) for plant site, stockpiles, and haul roads.
When materials are subject to weight measurement, the weight/volume relationship used for determination of designed quantities will be shown on the Drawings.
Should the designated source, due to causes beyond the control of the Contractor, contain insufficient suitable material, the Government will provide another source with an equitable adjustment in accordance with Clauses 52.243-5, Changes and Changed Conditions or Clause 52.236-2, Differing Site Conditions.
(b) Contractor Furnished Sources - When the material sources are not designated as provided above or the Contractor elects not to use designated sources, the Contractor shall be responsible for providing the specified product with no adjustment in contract price, unless weight/volume relationship differences between designated source material and Contractor furnished source material result in financial disadvantage to the Government. Quality Testing shall be the responsibility of the Contractor. Test results shall be furnished to the Contracting Officer.
Storage Stockpiling of Materials
Materials shall be stored to assure the preservation of quality and fitness for the work. Stored materials shall be located to facilitate their prompt inspection. Sites on Forest Service administered land, approved by the Forest Service, may be used for storage purposes and for the placing of Contractor's plant equipment. All storage sites provided by the Forest Service shall be restored at Contractor's expense.
Contractor shall be responsible for making arrangements for storage on other than Forest Service administered lands.
Earthwork Tolerance
Changes within specified tolerances (such as adjustment of horizontal or vertical alignment) shall be made as necessary to maintain earthwork quantities substantially as designed within balance points. Such adjustments shall not be considered as "Changes" under Clause 52.243-5.
TECHNICAL PROPOSAL INSTRUCTIONS
General Proposals shall be submitted in two parts: a technical proposal and a price proposal. Each part shall be separate and complete in itself so that evaluation of one may be accomplished independently of the other. The price proposal shall be submitted with the solicitation forms.
Offerors are cautioned that sufficient and detailed information must be presented in their proposals to enable the Government to evaluate their proposals fully in accordance with the evaluation and award criteria contained herein. The Government is not obligated to ask for additional information and in the absence of appropriate information, the proposal will be rated deficient.
Price Proposal A completed schedule of items with pricing information completes this requirement. Submit with base Blanket Purchase Agreement (BPA) offer.
Technical Proposal Offerors shall submit past performance information for their firm and any proposed major subcontractors.
Performance information may be obtained from references provided in the base BPA. Also, the offeror shall submit information that illustrates a technical understanding of the work to be performed.
1) Relevant Past Performance:
Relevant Past Performance shall be obtain from what is required in the base Blaket Purchase Agreement (BPA) and utilized for evaluation on this call order.
(2) Technical Approach:
All offerors should show a high level of understanding of the work to be performed. This can be accomplished by submitting with the proposal the following information:
(1) Description of work to be performed
(2) List of equipment to be used
(3) Description of how the work will be performed
(3) Construction Schedule:
Offerors shall submit a proposed work schedule detailing how they will accomplish the work items while meeting the in-stream work window. The schedule will cover the work items to be worked from week to week.
(4) Cost or Price: A completed schedule of items with pricing information completes this requirement.
Submit with base Blanket Purchase Agreement (BPA) offer.
EVALUATION CRITERIA
Technical Evaluation Criteria
Technical proposals will be evaluated and rated by a Technical Evaluation Panel. Proposals shall be prepared in accordance with the proposal preparation instructions. The following factors and their associated sub-factors will be used in the technical evaluation process and are listed in descending order of importance:
Relevant Past Performance, Technical approach of work to be performed, and Construction Schedule.
1) Relevant Past Performance:
a) Relevant Past Performance shall be obtain from what is required in the base Blaket Purchase Agreement (BPA) and utilized for evaluation on this call order.
2) Technical Approach:
b) Understanding of Proposed Work: Offeror demonstrates a technical understanding of the proposed work including but not limited to preliminary scheduling, equipment requirements, site conditions and location, project challenges, and material requirements.
3) Schedule
c) A week by week breakdown of how the contractor will meet the timelines, road closure periods, and in-stream work window associated with the pertinent work items.
Cost or Price: When compared to cost, the technical approach and past performance are considered to be approximately equal. The offeror’s Price Proposal shall consist of the individual items and the total price as offered in the Schedule of Items.
AWARD STATEMENT
1) Award will be made to that offeror (1) whose proposal is technically acceptable and (2) whose technical/cost relationship is the most advantageous to the Government.
2) The Government reserves the right to make an award to other than the lowest priced offeror or to the offeror with the highest non-price evaluation if the Contracting Officer determines that to do so would result in the greatest value to the Government.
3) Contractors must submit pricing on all items including optional items to be considered for award. The Government reserves the right to make cost/technical trade-offs that are in the best interest and to the advantage of the Government.
4) The proposal evaluation will be weighted and scored utilizing the Adjectival Rating System as follows: Outstanding, Satisfactory, Marginal, Unacceptable, If in the best interest of the government a + or – may be giving to a firm.
Example: Satisfactory +, Outstanding -.
52.217-4 Evaluation of Options Exercised at Time of Contract Award (July 1988) Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate the total price for the basic requirement together with any option(s) exercised at the time of award.
52.217-5 EVALUATION OF OPTIONS (JULY 1990)
Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
https://www.acquisition.gov/far/current/html/Subpart%2017_2.html#wp1078150
General Decision Number: OR170001 09/22/2017 OR1
Superseded General Decision Number: OR20160001
State: Oregon
Construction Type: Highway
Counties: Oregon Statewide.
HIGHWAY CONSTRUCTION PROJECTS
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 $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.
The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 02/03/2017 3 02/17/2017 4 03/10/2017 5 03/31/2017 6 05/05/2017 7 05/19/2017 8 06/16/2017 9 06/30/2017 10 07/21/2017 11 08/11/2017 12 09/22/2017
BROR0001-006 06/01/2017
BAKER, BENTON (NORTH), CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM,
HARNEY, HOOD RIVER, LINCOLN (NORTH), LINN (NORTH), MALHEUR
(NORTH), MARION, MORROW, MULTNOMAH, POLK, SHERMAN, TILLAMOOK,
UMATILLA, UNION, WALLOWA, WASCO (NORTH), WASHINGTON AND YAMHILL
COUNTIES
Rates Fringes
BRICKLAYER.......................$ 36.03 20.81
BROR0001-007 06/01/2017
BENTON (SOUTH), CROOK, DESCHUTES, GRANT, JACKSON, JEFFERSON,
KLAMATH, LAKE, LANE, LINCOLN (SOUTH), LINN (SOUTH), MALHEUR
(SOUTH), WASCO (SOUTH) AND WHEELER COUNTIES
BRICKLAYER.......................$ 36.03 20.81
CARP9001-001 06/01/2012
ZONE 1:
Rates Fringes
Carpenters:
CARPENTERS..................$ 32.61 14.44
DIVER STANDBY...............$ 34.42 14.44
DIVERS TENDERS..............$ 36.97 14.44
DIVERS......................$ 78.38 14.44
MANIFOLD AND/OR
DECOMPRESSION CHAMBER
OPERATORS...................$ 30.28 14.44
MILLWRIGHTS.................$ 33.11 14.44
PILEDRIVERS.................$ 33.61 14.44
DEPTH PAY:
50 to 100 feet $1.00 per foot over 50 feet 101 to 150 feet 1.50 per foot over 101 feet 151 to 200 feet 2.00 per foot over 151 feet
Zone Differential (Add to Zone 1 rates):
Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00
ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall
ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall
ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall
ZONE 4 - More than 50 miles and less than 60 miles from the respective City Hall
ZONE 5 - More than 60 miles and less than 70 miles from the respective City Hall
ZONE 6 - More than 70 miles from the respective City Hall.
BASEPOINTS CITIES FOR CARPENTERS (EXCLUDING MILLWRIGHTS,
PILEDRIVERS AND DIVERS)
ALBANY ASTORIA BAKER
BEND BROOKINGS BURNS
COOS BAY CORVALLIS EUGENE
GOLDENDALE GRANTS PASS HERMISTON
HOOD RIVER KLAMATH FALLS LAGRANDE
LAKEVIEW LONGVIEW MADRAS
MEDFORD McMINNVILLE NEWPORT
OREGON CITY ONTARIO PENDLETON
PORTLAND PORT ORFORD REEDSPORT
ROSEBURG SALEM ST. HELENS
THE DALLES TILLAMOOK VANCOUVER
BASEPOINTS FOR MILLWRIGHTS
EUGENE NORTH BEND LONGVIEW
PORTLAND MEDFORD THE DALLES
VANCOUVER
BASEPOINTS FOR PILEDRIVERS AND DIVERS
ASTORIA BEND COOS BAY
EUGENE KLAMATH FALLS LONGVIEW
MEDFORD NEWPORT PORTLAND
ROSEBURG SALEM THE DALLES
* ELEC0048-006 01/01/2017
CLACKAMAS, CLATSOP, COLUMBIA, HOOD RIVER, MULTNOMAH, TILLAMOOK,
WASCO, WASHINGTON, SHERMAN AND YAMHILL (NORTH) COUNTIES
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 40.20 22.18
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.
ELEC0112-001 06/01/2017
BAKER, GILLIAM, GRANT, MORROW, UMATILLA, UNION, WALLOWA, AND
WHEELER COUNTIES
CABLE SPLICER....................$ 42.95 20.06
ELECTRICIAN......................$ 40.90 20.06
ELEC0280-003 01/01/2017
BENTON, CROOK, DESCHUTES, JEFFERSON, LANE (EAST OF A LINE
RUNNING NORTH AND SOUTH FROM THE NORTHEAST CORNER OF COOS
COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY), LINN,
MARION, POLK AND YAMHILL (SOUTHERN HALF) COUNTIES
CABLE SPLICER....................$ 41.15 17.75
ELECTRICIAN......................$ 38.70 18.85
ELEC0291-006 06/01/2017
MALHEUR COUNTY
Rates Fringes
CABLE SPLICER....................$ 32.19 6%+11.76
ELECTRICIAN......................$ 29.26 6%+11.76
* ELEC0659-004 07/01/2017
DOUGLAS (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NE
CORNER OF COOS COUNTY TO THE SE CORNER OF LINCOLN COUNTY),
HARNEY, JACKSON, JOSEPHINE, KLAMATH AND LAKE COUNTIES
CABLE SPLICER....................$ 56.81 17.25
ELECTRICIAN......................$ 32.69 16.72
ZONE PAY: BASE POINTS ARE FROM THE DOWNTOWN POST OFFICE IN
GRANTS PASS, KLAMATH FALLS, ROSEBURG AND MEDFORD.
ZONE 1: 0-20 MILES $0.00 PER HOUR
ZONE 2: > 20-30 MILES $1.50 PER HOUR
ZONE 3: >30-40 MILES $3.30 PER HOUR
ZONE 4: >40-50 MILES $5.00 PER HOUR
ZONE 5: >50-60 MILES $6.80 PER HOUR
ZONE 6: >60 MILES $9.50 PER HOUR
*THESE ARE NOT MILES DRIVEN. zONES ARE BASED ON DELORNE
STREET ATLAS USA 5.0.
ELEC0932-004 01/01/2017
COOS, CURRY, LINCOLN, DOUGLAS AND LANE COUNTIES (AREA LYING
WEST OF A LINE NORTH AND SOUTH FROM THE N.E. CORNER OF COOS
COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)
ELECTRICIAN......................$ 36.80 16.90
ENGI0701-005 01/01/2017
ZONE 1:
POWER EQUIPMENT OPERATORS (See Footnote C)
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 39.90 14.10
GROUP 1A....................$ 41.90 14.10
GROUP 1B....................$ 43.89 14.10
GROUP 2.....................$ 37.99 14.10
GROUP 3.....................$ 36.84 14.10
GROUP 4.....................$ 35.76 14.10
GROUP 5.....................$ 34.52 14.10
GROUP 6.....................$ 31.30 14.10
Zone Differential (add to Zone 1 rates):
Zone 2 - $3.00 Zone 3 - $6.00
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all classifications.
All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.
All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.
All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Group 1 Concrete Batch Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred
(200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments);
Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine
(299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in work radius
Group 1B
Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over
Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty
(50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size
Group 3
Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three
(3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs.
Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris);
Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
Group 5
Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work;
Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywheel and under;
Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard);
Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver
IRON0029-004 07/01/2015
IRONWORKER.......................$ 34.12 23.04
* LABO0737-001 06/01/2017
Rates Fringes
Mason Tender/Hod Carrier Tenders to Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers, Topping for Cement Finishers and Mortar Mixers...............$ 28.89 13.85
* LABO0737-008 06/01/2017
ZONE 1:
LABORERS (SEE FOOTNOTE C)
Rates Fringes
Laborers:
GROUP 1.....................$ 28.86 13.85
GROUP 2.....................$ 29.94 13.85
GROUP 3.....................$ 25.00 13.85
Zone Differential (Add to Zone 1 rates):
Zone 2 - $0.85 Zone 3 - 2.00 Zone 4 - 3.00 Zone 5 - 5.00
ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall
ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall
ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall
ZONE 4 - More than 50 miles and less than 80 miles from the respective City Hall
ZONE 5 - More than 80 miles from the respective City Hall.
BASEPOINTS:
ALBANY ASTORIA BAKER CITY
BEND BURNS COOS BAY
EUGENE GRANTS PASS HERMISTON
KLAMATH FALLS MEDFORD PENDLETON
PORTLAND ROSEBURG SALEM
THE DALLES
LABORER CLASSIFICATIONS
GROUP 1: Applicator (including Pot Tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project, Asphalt Plant; Asphalt Spreader;
Batch Weighman; Broomers; Brush Burners and Cutters; Choker
Setter; Choker Splicer; Clary Power Spreader; Clean-up Laborer; Clean up Nozzleman (concrete, rock, etc);
Concrete Laborer; Crusher Feeder; Curing, Concrete;
Demolition, wrecking, and moving; Dopping and Wrapping Pipe; Dumpman (for Grading Crew); Erosion Control Specialist; Fine Graders; Fence Builders; Form Strippers;
Guard Rail, Median Rail, Barriers, Reference Post, Guide Post, Right of Way Marker; Remote Control (Dry Pack Machine, Jackhammer, Chipping Guns, Compaction, Paving Breakers, Hand Held Concrete Saw, Demo Saw, Core Drill);
Precast Concrete Setter; Pressure Washer; Railroad Track Laborer; Ribbon Setter; Rip Rap Map; Sand Blasting (Wet);
Scaffold Tender; Self Propelled Concrete Buggy; Sewer Laborer; Sign Erector; Signalman; Scissor and Manlift;
Skipman; Slopers; Sprayman; Stake Chaser; Stake Setter;
Tamper; Timber Faller and Bucker; Tool Operators (Hand Held, Walk Behind)
GROUP 2: Asbestos Removal; Asphalt Rakers, Bit Grinder, Concrete Core Drill, Concrete Pump Nozzleman, Concrete Saw Operator (Walk Behind, Walk Saw, Rail Mounted, Wire); Drill Operator; Grade Checker; Gunite Nozzleman; Hazardous Waste Laborer; High Scalers; Laser Bean (Pipe Laying); Loop Installation; Manhole Builder; Mold Remediation Laborer;
Nippers and Timberman; Pipelayer; Powderman; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzleman; Sand Blasting (Dry); Sewer Timberman; Tugger Operator;
Vibrators; Water Blaster
GROUP 3: Final Clean-up(detailed clean-up, limited to cleaning up floors, ceilings, walls, windows-prior to acceptance by the owner); Fire Watch; Landscaper; Traffic Flagger
FOOTNOTE C:
HANDLING OF HAZARDOUS WAST MATERIALS - Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:
H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.
H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.
H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15.
H-4 Class "A" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15.
PAIN0055-002 07/01/2017
PAINTER
HIGHWAY & PARKING LOT
STRIPER.....................$ 34.87 11.46
PAIN0055-033 07/01/2017
Rates Fringes
PAINTER
BAKER, BENTON, CLATSOP,
CROOK, DESCHUTES, GRANT,
GILLIAM, HARNEY,
JEFFERSON, LAKE, LANE,
LINN, LINCOLN, MALHEUR,
MARION, POLK, TILLAMOOK,
SHERMAN, UNION, WHEELER
AND YAMHILL COUNTIES
High work-All work 60 feet or higher.............$ 23.97 11.02 Painters...................$ 22.47 10.10
BENTON, LANE, LINN,
JEFFERSON, WHEELER, CROOK,
DESCHUTES, BAKER, MALHEUR,
GRANT, LAKE, LINCOLN,
HARNEY,CLATSOP, GILLIAM,
MARION, POLK, TILLAMOOK,
SHERMAN, UNION, AND
YAMHILL COUNTIES
Painters...................$ 22.02 11.02
CLACKAMAS, COLUMBIA, HOOD
RIVER, MULTNOMAH, MORROW,
UMATILLA, WALLOWA, WASCO
AND WASHINTON COUNTIES
High work-All work 60 feet or higher.............$ 24.97 11.02 Painters...................$ 23.02 11.02
JACKSON AND KLAMATH
COUNTIES
High Work-All Work 60 feet or higher.............$ 21.97 11.02 Painters...................$ 20.02 11.02
PLAS0555-001 06/01/2017
ZONE 1:
Rates Fringes
Cement Masons: (ZONE 1)
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 32.87 17.62
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD............$ 32.19 17.62
CEMENT MASONS...............$ 31.50 17.62
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 32.19 17.62
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the respective city hall.
ZONE 5: More than 80 miles from the respective city hall
TEAM0037-004 06/01/2017
ZONE 1:
TRUCK DRIVERS (See Footnote C):
Rates Fringes
Truck drivers:
GROUP 1.....................$ 27.94 14.37
GROUP 2.....................$ 28.06 14.37
GROUP 3.....................$ 28.19 14.37
GROUP 4.....................$ 28.46 14.37
GROUP 5.....................$ 28.68 14.37
GROUP 6.....................$ 28.85 14.37
GROUP 7.....................$ 29.05 14.37
Zone Differential (add to Zone 1 rates):
Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75
Zone 1 - All jobs or projects located within 30 miles of the respective City Hall
Zone 2 - More than 30 miles and less than 40 miles from the respective City Hall
Zone 3 - More than 40 miles and less than 50 miles from the respective City Hall
Zone 4 - More than 50 miles and less than 80 miles from the respective City Hall
Zone 5 - More than 80 miles from the respective City Hall
BASEPOINTS:
ALBANY ASTORIA BAKER
BEND BINGEN BROOKINGS
BURNS COOS BAY CORVALLIS
EUGENE GOLDENDALE GRANTS PASS
HERMISTON HOOD RIVER KLAMATH FALLS
LAGRANDE LAKEVIEW LONGVIEW
MADRAS MEDFORD MCMINNVILLE
OREGON CITY NEWPORT ONTARIO
PENDLETON PORTLAND PORT ORFORD
REEDSPORT ROSEBURG SALEM
THE DALLES TILLAMOOK VANCOUVER
TRUCK DRIVER CLASSIFICATIONS
GROUP 1: A-frame or hydra-lift truck w/load bearing surface;
Articulated dump truck; Battery rebuilders; Bus or manhaul driver; Concrete buggies (power operated); Concrete pump truck; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: up to and including 10 cu. yds.; Lift jitneys, fork lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or leverman on concrete dry batch plant (manually operated); Lubrication man, fuel truck driver, tireman, wash rack, steam cleaner or combination; Pilot car; Pickup truck; Slurry truck driver or leverman; Solo flat bed and misc. body truck, 0-10 tons; Team drivers;
Tireman; Transit mix and wet or dry mix trucks: 5 cu yds.
and under; Water wagons (rated capacity) up to 3,000 gallons
GROUP 2: Boom truck/hydra-lift or retracting crane;
Challenger; Dumpsters or similar equipment-all sizes; Dump trucks/articulated dumps 6 cu to 10 cu.; Flaherty spreader driver or leverman; Low bed equipment, flat bed semi-truck and trailer or doubles transporting equipment or wet or dry materials; Lumber carrier, driver-straddle carrier (used in loading, unloading and transporting of materials on job site); Oil distributor driver or leverman; Transit mix and wet or dry mix trucks: over 5 cy yds and including 7 cu.
yds; Vacuum trucks; Water Wagons (rated capacity) over 3,000 to 5,000 gallons
GROUP 3: Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds., includes articulated dump trucks;
Self-Propelled street sweeper; Transit mix and wet or dry mix trucks, over 7 cu. yds. and including 11 cu. yds.;
truck mechanic-Welder-Body repairman; Utility and clean-up truck; Water wagons (rated capacity) 5,000 to 10,000 gallons.
GROUP 4: Asphalt Bruner; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds.
includes articulated dump trucks; Fire guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds., includes articulated dump trucks
GROUP 6: Bulk cement spreader w/o auger; Dry Pre-Batch concrete mix trucks; Dump trucks, side, end and bottom dumps, including semi-trucks and trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. and includes articulated dump trucks; Skid truck
GROUP 7: Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 80
cu. yds. and including 100 cu. yds. includes articulated dump trucks; Industrial lift truck (mechanical tailgate)
FOOTNOTE C:
HANDLING OF HAZARDOUS WAST MATERIALS -(LABORERS, POWER
EQUIPMENT OPERATORS, AND TRUCK DRIVERS): Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:
H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.
H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.
H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15.
H-4 Class "A" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15.
SUOR1991-003 04/01/1991
Rates Fringes
Timber Sales Roads:
LABORERS....................$ 8.35 4.30
OPERATING ENGINEERS.........$ 10.37 4.15
POWER SAW, DRILLER,
POWDERMAN...................$ 9.12 4.30
TEAMSTERS...................$ 9.74 3.74
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.