21. Attachment C - Wage Determination.pdf
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NM20200040
Modification 1 10 July 2020
Attachment C
Shiprock Substation 345-kV Breaker Replacement - Wage Determinations
89503220BWA000031
"General Decision Number: NM20200040 07/10/2020
Superseded General Decision Number: NM20190040
State: New Mexico
Construction Type: Heavy
HEAVY CONSTRUCTION PROJECTS
County: San Juan County in New Mexico.
HEAVY CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above‐mentioned types of contracts entered into by the federal government that are subject to the Davis‐Bacon Act itself, but it does not apply to contracts subject only to the Davis‐Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)‐(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/03/2020 1 07/10/2020
* CARP1319‐011 07/01/2020
Rates Fringes
CARPENTER (Form Work Only).......$ 24.63 11.69
ELEC0611‐001 01/01/2017
Rates Fringes
ELECTRICIAN......................$ 34.50 10.81
SUNM2016‐009 09/26/2018
Rates Fringes
CARPENTER, Excludes Form Work....$ 16.43 0.00
CEMENT MASON/CONCRETE FINISHER...$ 19.44 8.08
IRONWORKER, REINFORCING..........$ 27.80 0.00
LABORER: Common or General......$ 14.87 3.36
LABORER: Pipelayer..............$ 16.67 3.04
OPERATOR:
Backhoe/Excavator/Trackhoe.......$ 20.85 4.19
OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 21.06 0.00
OPERATOR: Bulldozer.............$ 21.00 0.00
OPERATOR: Grader/Blade..........$ 19.02 0.00
OPERATOR: Loader................$ 18.30 0.00
OPERATOR: Oiler.................$ 18.23 0.00
OPERATOR: Roller................$ 18.83 0.00
TRUCK DRIVER: Dump Truck........$ 15.53 0.00
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 four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non‐union rates. Example: SULA2012‐007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG‐OH‐0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis‐Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION"
| Cover Page.pdf |
| Cheyenne Substation Gate Replacement_Specs_Cover Page |
| Cheyenne Substation Gate Replacement_Specs_Table of Contents |
| Cheyenne Substation Gate Replacement_Specs_Div 1 |
| A. PROJECT REQUIREMENTS |
| C. DESCRIPTION OF BID ITEM “Mobilization and Preparatory Work”: |
| 1. GENERAL: The Contractor shall furnish submittals as specified in the Construction Standards and this Project Specification via the email address listed below. |
| 2. TRANSMITTAL: The Contractor shall submit all correspondence (Request For Information, Submittals, etc.) to the following email address care of the COR. |
| 3. SUBMITTAL RESPONSE: WAPA will provide a response to all submittals in accordance with Division 1. D.2 of these Specifications with an “Acceptable for Use” or “Not Acceptable” status, with comments as appropriate, to the email address where the sub... |
| 4. PROJECT PROTOCOL: Electronic Correspondence |
| Cheyenne Substation Gate Replacement_Specs_Div 2 |
| A. General |
| The Contractor shall provide all labor, equipment, and materials to complete the work as defined in this section. |
| B. DESCRIPTION OF BIDDING SCHEDULE ITEMS |
| 1. Bidding schedule item “Demolition”: |
| a. The Contractor shall remove and dispose of the following as shown on drawing CH T-001. Refer to Standard 13 for disposal information and regulations. |
| 1. Saw-cutting asphalt driveway |
| 2. Concrete driveway |
| 3. Chain link fencing and associated fence posts |
| 4. Chain link gate and associated materials and posts (Gates to be saved on site) |
| 5. Electrical wire and associated equipment that runs from the communications box, along the north fence running to the east, runs along the east fence to the south, and enters the garage to connect to panel. This wire is only buried at the driveway a... |
| b. SUBSTATION AND CONTROL EQUIPMENT PROTECTION: The substation and control equipment shall remain energized for the duration of this project. The Contractor shall protect all equipment inside the control building from weather exposure, dust, and any... |
| 2. Bidding schedule item “EXCAVATION”: |
| a. Excavations for foundations and slabs as shown on drawing CH 3032 and T-001. |
| 1. Contractor shall take extra care to note locations of underground conduit as shown on drawing CH 1716, when excvating. |
| b. Trenching for conduits, detector loops, and cables as necessary to install new gate as shown on drawings CH 3032 and T-001. |
| 1. Contractor shall take extra care to note locations of grounding grid as shown on drawing CH 1503, when trenching. Contractor shall repair at their own cost, any grounding grid damage that occurs during trenching in accordance with Standard 9, secti... |
| 3. Bidding schedule item “BACKFILL”: |
| a. Disturbed soil between finished driveway and undisturbed soil shall be finished to match existing. |
| b. Placing and compacting earth material under foundations and all other concrete placements. |
| c. Providing 12” of gravel fill under pivot gate concrete foundation slab (not under pilings). See foundation on Sheet 3. |
| d. Providing sand fills and earthen material as necessary to backfill conduit trenches. |
| 1. Buried conduit shall be bedded in a minimum of 6 inch sand fill. Sand material shall meet ASTM C33 for fine aggregate. Conduit shall be spaced with a minimum of 1 inch clear distance between each conduit and sand fill placed between conduits. |
| 4. Bidding schedule item “FENCING”: |
| Cheyenne Substation Gate Replacement_Specs_Div 3 |
| A. GENERAL: |
| The Contractor shall provide all labor, equipment, and materials to complete the work as defined in this section. |
| B. DESCRIPTION OF BIDDING SCHEDULE ITEMS: |
| Cheyenne Substation Gate Replacement_Specs_Div 11 |
| Cheyenne Substation Gate Replacement_Specs_Div 13 NOT FROM ENVIRO |
| DIVISION 13 – ENVIRONMENTAL QUALITY PROTECTION |
| A. DESCRIPTION OF REQUIREMENTS: Bidding Schedule does not contain a separate item for “Environmental Quality Protection”. The cost of compliance with requirements of Construction Standard 13 – Environmental Quality Protection shall be included in th... |
| Cheyenne Substation Gate Replacement_Specs_Div 15 |
| Message from the Administrator |
| Specs_Logo |
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