Amendment_0004.pdf
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- Attached to
- Loyalhanna Dam Service Bridge Rehabilitation
- Solicitation number
- W911WN19B8011
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Amendment 0004 - This is actually Amendment 0002, but we ran into contract writing system errors. This provide responses to vendor questions, revises technical drawings and incorporates the latest wage determination.
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W81ET481235247
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
RE: W911WN19B8011 (Loyalhanna Dam Service Bridge Rehabilitation)
The purpose of this amendment is to:
1. Provide responses to vendor questions;
2. Revise the Technical Draw ings, as detailed in the Summary of Changes;
3. Incorporate the revised w age determination schedule;
4. All other terms and conditions remain unchanged and in full force and effect.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 21
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 06-Sep-2019
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W911WN19B8011
X 9B. DATED (SEE ITEM 11)
13-Aug-2019
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
06-Sep-2019
CODE
U.S. ARMY ENGINEER DISTRICT, PITTSBURGH
ATTN CELRP-RC-P
W S MOORHEAD FEDERAL BUILDING
1000 LIBERTY AVENUE ROOM 2203
PITTSBURGH PA 15222-4186
W911WN 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W911WN19B8011
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION
The following have been added by full text:
RESPONSES TO VENDOR QUESTIONS
Q 1: Bid Bond - Please clarify if bidders should submit the bid bond to cover 20% of Base Bid price (Item 0001) in SF1442, or to cover for Base Bid prices and 3 Awardable Options? During the site visit, the bidders were informed that the awardable options will be contracted only when the fund available in the following fiscal years. It is our opinion that only the base bid should be bonded. Please clarify
A 1: Per provision 52.217-5, bids will be evaluated for award purposes by adding the total price of all options to the total price for the basic requirement. As such, the amount of the bid guarantee under clause 52.228-1(c) shall be calculated based on the total bid price (basic requirement plus all options).
Q 2: Base Contract Price Schedule, G-1010, SD-1001 - Please clarify the span of the Monolith #7. Does it end at center of the Gate #2 as shown in G -1010 or does it end at center of the Pier #7 as shown in SD-1001?
A 2: The monolith end is as shown on G-1010. The double-headed leader on SD-1001 indicates that Monolith 7 extends beyond what is shown on the drawing.
Q 3: Option 1 & 2 - Please clarify the extent of Monolith #8, #10 that are included in Option 1. Please clarify the end of Monolith #11 that is included in Option 2
A 3: Refer to sheets G-1007 through G-1010 and reference drawings for clarification on monolith extents. All of
Pier 8 is included in Option 1. None of Pier 10 is included in Option 1; it is in Option 2. The deck, parapets, and southeast face (surface adjacent to the spillway) of Monolith 11 are included in Option 2.
Q 4: Bridge Live Load - Please confirm that H-10 bridge design live load applies to the steel grating along each side of the bridge site walks.
A 4: Steel grating along the sides of the bridge is not designed to carry the H-10 live load.
Q 5: Detail 3/ S-3019 - Please confirm that first CFRP layer is applied at bottom of the beam not on the side of the beam
A 5: The first layer is to be applied to the bottom only for Section E, but not for Detail 3. Revised Detail 3 is included as part of this amendment to correctly show both layers on the sides as well as the bottom of the beam.
Q 6: Price Schedule for Base Contract 0024, 0025 - Please clarify the term “Span 6-7” means “Monolith #6 &
Monolith #7”
A 6: “Span 6-7” refers to the bridge span between Monolith 6 and Monolith 7.
Q 7: Price Schedule for Base Contract 0026 - Please clarify that the giving reinforcement of 3,220 lbs is for new reinforcement inside of the new concrete slab in partial span of Monolith #6 and entire span of Monolith #7.
Blast clean of the existing reinforcement per Note 2 on sheet S-5022 is included in the price item 0025?
A 7: This reinforcement is for the new concrete slabs located in the bridge span between Monolith 6 and Monolith
7. Sheet S-5022 does not apply to CLIN 0025 or to any of the bridge spans.
Q 8: Detail 2/Sheet S-5027 - Please confirm if any GPR or X ray scanning is required to locate existing Rebar before drill into concrete wall for Hilti anchor installation
A 8: There are no scanning requirements to locate existing rebar prior to drilling into the concrete wall for anchor installation.
Q 9: Detail F/Sheet S-5027 - Can the connection detail be modified to allow easier installation? The end plate connection does not give tolerance. Can it be double clip angle connection with field welding?
A 9: Alternate connection may be permissible. This is not something that needs to be submitted with the sealed bid, rather the Contractor may propose the alternate connection detail with calculations by a registered professional engineer showing equivalent capacity, as part of the contract submittal process. Any added expense will be at the cost of the contractor.
Q 10: Price Schedule for Base Contract 0029 -Please confirm “lead removal” is included in this cost item. Can the lead be encapsulated with new paint?
A 10: As described in specification sections 01 11 13.00 08 and 09 97 02 removal of the lead based paint is required.
Costs associated with lead paint removal and disposal are within the CLIN’s 0009, 0029, 1012 and 2017, see specification section 01 22 00.00 08 paragraph 1.2.8 for details.
Q 11: Note 3 on Sheet SD 1019 - Should we assume all existing steel throughout the entire bridge has lead paint.
The lead paint should be completely removed.
A 11: All existing paint at the project facility shall be assumed to have lead paint because it is the original paint system and the bridge has not been repainted - contractor to field verify existing conditions
Q 12: S-3040- Slab Thickness - Please confirm the Top of existing steel girders elevation holds at 982.55. Does the new slab thickness need to remain 9 ½” at drains?
A 12: Contractor to field verify existing conditions. New slab shall be placed so that top of slab matches elevation
982.55 where shown -Soffit of slab to remain at same elevation corresponding with existing steel. Slab thickness will taper down to drain elevation. Reinforcement shall maintain required cover.
Q 13: S-3040- Slab slope and drain - Are the 3 -1 ½” embedded pipes floor drains? Why does the slab slope to the pipes? How does it work if the slab thickness has to remain 9 ½” and if steel girders and diagonal members elevations are at constant 982.55?
A 13: The 1 ½” embedded pipes are floor drains. The slab slopes to the pipes to provide adequate drainage for the slab. The new slab shall be placed so that top of slab matches elevation 982.55 where shown - Soffit of slab to remain at same elevation corresponding with existing steel. Slab thickness will taper down to drain elevation. Reinforcement shall maintain required cover.
Q 14: S-3022- Concrete Slab slap and drain - This plan shows that slab slope towards center line from existing steel girders which is different than slab slope shown in S-3040. Which one is correct? Do the 3 – 1 ½” drains connect to a horizontal piping as shown on the plan?
A 14: No, the drains don’t connect to a horizontal pipe. Sheet S-3022 does not exist. If you are referring to sheet
SD-3022, the slopes and drains shown describe the existing conditions for the concrete bridge slabs. Sheet S-3040 describes the new concrete slab with new drainage conditions.
Q 15: Price Schedule for Base Contract 0001-0029 - Should the general condition (such as project management, site supervision, etc) cost be distributed to the line items listed in the Price Schedule? Should OH/FP be distributed in the line items?
A 15: All items on the price schedule (base and options) shall be inclusive of overhead and profit.
Q 16: Do we need to get any kind of state or local permit/license to bid the job?
A 16: Please refer to FAR Clause 52.236-7 Permits and Responsibilities, which is incorporated by reference in the solicitation. The Contractor shall, without expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.
Q 17: The specification for Painting - Hydraulic Structures requires both QP1 and QP2 certification from SSPC.
QP 2 builds on the standards and guidelines of QP 1 to further qualify the industrial contracting company in hazardous paint removal operations. QP 1 certification is a prerequisite for QP 2. Will a QP1 certification only be acceptable?
A 17: A QP2 shall be required by the Contractor or subcontractor completing the work of performing paint removal
CERTIFIED FINAL DOCUMENTS – W911WN19B8011 TECHNICAL DRAWINGS
The following Sheets have been revised:
BASE CONTRACT
G-0002-A CONTRACT AND REFERENCE DRAWING INDEX
Added revisions to sheet numbers
G-0004-A GENERAL NOTES AND STANDARD LEGEND
Revised notes
SD1001-A DEMOLITION MONOLITHS #5, #6 AND #7 - PLAN
Revised notes, moved leader
SD3002-A DEMOLITION PARAPET WALL - SECTIONS
Revised notes and dimension
SD3003-A DEMOLITION BAY STAIRS - SECTIONS
Revised concrete removal
SD3012-A DEMOLITION - SPILLWAY SERVICE BRIDGE CONCRETE DECK - PLAN AND
SECTIONS
Added beams for clarity
S-3013-A EXISTING GANTRY RAIL - SCHEMATIC & SECTIONS
Revised notes and added legend
S-1014-A MONOLITHS #5, #6 AND #7 - PLAN
S-3015-A PARAPET WALL - SECTIONS & DETAIL
Revised dimension
S-3019-A MONOLITH #5 AND #6 CONCRETE REPAIR - SECTIONS AND DETAILS
Revised CFRP repair, section letter, notes
S-5022-A CONCRETE OVERLAY - DETAILS
S-3023-A SPILLWAY SERVICE BRIDGE - DETAIL AND SECTION
Revised notes and section call out
S-3024-A SPILLWAY SERVICE BRIDGE - SECTION
S-3025-A SPILLWAY SERVICE BRIDGE CONCRETE DECK - SECTIONS AND DETAIL
Revised elev t/drain, section callouts
S-5027-A STRUCTURAL STEEL SUPPORT @ ELEVATION 967.38 - DETAILS
Revised fastener, base pl to cap plate
E-1001-A DAM SERVICE BRIDGE ELECTRICAL - PLAN AND SECTION
Removed part of plan not in base contract, revised note
OPTION 1
SD1013-A DEMOLITION PLAN AT MONOLITHS #7, #8 AND #9
SD1019 NOT IN USE
Removed drawing from package
S-1034-A MONOLITHS #7, #8 AND #9 REPAIR - PLAN
S-1040 NOT IN USE
OPTION 2
SD1020-A DEMOLITION PARAPET WALL - SECTIONS
SD3021-A DEMOLITION PARAPET WALL - SECTIONS
SD3022 NOT IN USE
SD3024-A DEMOLITION MONOLITH #10 - SECTIONS
S-1041-A MONOLITHS #9, #10, #11, AND #12 - PLAN
S-3042-A PARAPET WALL - SECTIONS
S-3065 NOT IN USE
OPTION 3
S-3070-A SERVICE BRIDGE- LIGHTING POLE SUPPORTS TYPES 1 AND 2 - PLANS,
ELEVATIONS AND SECTIONS
The following has been added by full text:
General Decision Number: PA20190002 09/06/2019
Superseded General Decision Number: PA20180004
State: Pennsylvania
Construction Types: Heavy and Highway
Counties: Allegheny, Armstrong, Beaver, Bedford, Blair, Butler, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Erie, Fayette, Forest, Franklin, Fulton, Greene, Huntingdon, Indiana, Jefferson, Lawrence, McKean, Mercer, Mifflin, Potter, Somerset, Venango, Warren, Washington and Westmoreland Counties in Pennsylvania.
HEAVY AND HIGHWAY CONSTRUCTION PROJECTS (excluding sewer grouting projects and excluding sewage and water treatment plant projects)
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/04/2019 1 01/11/2019 2 02/15/2019 3 05/17/2019 4 06/07/2019 5 06/14/2019 6 07/05/2019 7 08/16/2019 8 08/30/2019 9 09/06/2019
BOIL0013-005 03/01/2018
CENTRE, FRANKLIN, POTTER, CLINTON, FULTON, HUNTINDON AND
MIFFLIN COUNTIES
Rates Fringes
BOILERMAKER......................$ 45.89 33.39
BOIL0154-004 01/01/2017
ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, BUTLER, CAMBRIA,
CAMERON, CLARION, CLEARFIELD, CRAWFORD, ELK, FAYETTE, FOREST,
GREENE, INDIANA, JEFFERSON, LAWRENCE, MCKEAN, MERCER, SOMERSET,
VENANGO, WARREN, WASHINGTON AND WESTMORELAND COUNTIES
BOILERMAKER......................$ 40.90 27.27
BOIL0744-003 07/01/2008
ERIE COUNTY
Rates Fringes
BOILERMAKER......................$ 35.34 18.48
BRPA0005-033 05/01/2018
MIFFLIN COUNTY
Bricklayer, Stonemason...........$ 31.36 17.73
BRPA0005-046 05/01/2016
FRANKLIN COUNTY
Rates Fringes
Bricklayer, Stonemason...........$ 32.21 14.18
BRPA0005-071 05/01/2018
CLINTON COUNTY
Rates Fringes
BRICKLAYER.......................$ 33.16 16.31
BRPA0009-004 12/01/2018
BEDFORD, BLAIR,CAMBRIA, CENTRE COUNTY (Halfmoon, Houston, Patton, Rush,Taylor and Worth Townships),FULTON, HUNTINGDON, and SOMERSET COUNTIES
Bricklayer, Stonemason & Marble Setter....................$ 29.46 19.58
BRPA0009-006 12/01/2018
CLEARFIELD, FOREST, JEFFERSON, VENANGO, AND CLARION (Except Brady, Madison, Perry, Porter, Redbank, and Toby Townships)
COUNTIES
Bricklayer, Stonemason...........$ 29.90 19.91 Marble mason.....................$ 29.90 19.91
BRPA0009-023 06/01/2018
BEAVER COUNTY
Rates Fringes
BRICKLAYER.......................$ 30.16 21.41
BRPA0009-025 06/01/2019
BUTLER, LAWRENCE, AND MERCER COUNTIES
BRICKLAYER.......................$ 30.51 21.94
BRPA0009-032 06/01/2017
FAYETTE (Jefferson & Washington Twps), GREENE (Except Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Rostraver Twp) COUNTIES
BRICKLAYER.......................$ 31.00 20.66
BRPA0009-033 06/01/2019
ARMSTRONG, CLARION (Brady, Madison, Perry, Tobe, Porter, Redbank Twps), FAYETTE (Except Jefferson & Washington Twps), GREENE (Cumberland, Dunkirk, Greene, Monongahelia Twps), INDIANA, AND WESTMORELAND (Except Rostrave Twp) COUNTIES
BRICKLAYER.......................$ 32.35 22.26
BRPA0009-034 11/01/2017
ERIE COUNTY
Rates Fringes
BRICKLAYER.......................$ 27.55 19.76
BRPA0009-058 12/01/2017
ALLEGHENY, WASHINGTON (Cross Creek, Hanover, Jefferson, Mt Pleasant, Nottingham, Peters, Robinson, Smith, Union Twps)
BRICKLAYER.......................$ 31.69 21.27
BRPA0009-059 06/01/2019
CAMERON, ELK, McKEAN, POTTER AND WARREN COUNTIES
Rates Fringes
BRICKLAYER.......................$ 27.86 20.17
CARP2235-005 01/01/2019
Rates Fringes
PILEDRIVERMAN
Piledriverman (welder)......$ 35.25 19.30 Piledriverman...............$ 34.30 19.30
CARP2235-006 01/01/2019
Diver............................$ 51.45 19.30 Tender...........................$ 34.30 19.30
CARP2274-001 01/01/2019
Rates Fringes
CARPENTER (ALLEGHENY,
ARMSTRONG, BEAVER, BUTLER,
ERIE, FAYETTE, GREENE,
LAWRENCE, MERCER, WASHINGTON,
AND WESTMORELAND COUNTIES)
Carpenters (Welders)........$ 34.97 18.42 Carpenters..................$ 34.02 18.42
CARPENTER (BEDFORD, BLAIR,
CAMBRIA, CAMERON, CENTRE,
CLARION, CLINTON, CLEARFIELD,
CRAWFORD, ELK, FOREST,
FRANKLIN, FULTON, HUNTINGDON,
INDIANA, JEFFERSON, MCKEAN,
MIFFLIN, POTTER, SOMERSET,
VENANGO, AND WARREN COUNTIES)
Carpenters (Welders)........$ 34.72 18.42 Carpenters..................$ 33.77 18.42
ELEC0005-006 12/21/2018
ALLEGHENY, ARMSTRONG, BEDFORD, BLAIR, BUTLER CAMBRIA, CAMERON,
CENTRE (Remainder), CLARION, CLEARFIELD, ELK, FAYETTE, FULTON, GREENE, HUNTINGDON, INDIANA, JEFFERSON, MCKEAN, SOMERSET, VENANGO, WASHINGTON, AND WESTMORELAND COUNTIES
ELECTRICIAN......................$ 40.76 26.34
ELEC0056-004 06/03/2019
ERIE, FOREST AND WARREN COUNTIES
Rates Fringes
ELECTRICIAN......................$ 34.34 22.27
ELEC0126-005 05/24/2019
ALLEGHENY, ARMSTRONG, BEAVER, BEDFORD, BLAIR, CAMBRIA, CENTRE,
CLARION, CLEARFIELD, FAYETTE, FULTON, GREENE, HUNTINGDON,
INDIANA, JEFFERSON, SOMERSET, WASHINGTON AND WESTMORELAND
Line Construction:
Cable Splicer...............$ 47.38 30.25%+11.50 Groundman...................$ 28.43 30.25%+11.50 Lineman.....................$ 47.38 30.25%+11.50 Truck Driver................$ 30.80 30.25%+11.50 Winch Truck Operator........$ 33.17 30.25%+11.50
ELEC0126-007 05/28/2018
FRANKLIN AND MIFFLIN COUNTIES
Rates Fringes
Line Construction:
Cable Splicer...............$ 45.25 29.25%+11.25 Groundman...................$ 27.15 29.25%+11.25 Lineman.....................$ 45.25 29.25%+11.25 Truck Driver................$ 29.41 29.25%+11.25 Winch Truck Operator........$ 31.68 29.25%+11.25
ELEC0143-007 06/01/2019
FRANKLIN and MIFFLIN COUNTIES
Rates Fringes
ELECTRICIAN......................$ 31.60 24.07
ELEC0712-003 12/31/2018
CRAWFORD, BEAVER, LAWRENCE AND MERCER COUNTIES
Rates Fringes
ELECTRICIAN......................$ 38.55 23.49
ELEC0812-008 06/01/2017
CLINTON COUNTY
Rates Fringes
ELECTRICIAN......................$ 33.59 18.61
ELEC0812-009 06/01/2017
POTTER COUNTY
Rates Fringes
ELECTRICIAN......................$ 34.60 18.64
ELEC0812-011 06/01/2017
CENTRE COUNTY (Burnside, Curtin, Liberty, Howard, Marion, Walker, Miles, Haines Townships)
ELECTRICIAN......................$ 33.59 18.61
* ELEC1319-004 09/01/2019
BUTLER, CAMERON, CLINTON, CRAWFORD, ELK, ERIE, FOREST,
LAWRENCE, MCKEAN, MERCER, VENANGO, WARREN AND POTTER COUNTIES
Line Construction:
Equipment Operator..........$ 57.96 20.20 Groundmen...................$ 35.94 11.61 Linemen.....................$ 57.96 23.70 Truck Driver................$ 37.67 11.73
ENGI0066-016 01/01/2019
Rates Fringes
Power equipment operators:
(ALLEGHENY, ARMSTRONG,
BEAVER, BLAIR, BUTLER,
CAMBRIA, CENTRE, CLARION,
CLEARFIELD, CRAWFORD, ERIE,
ELK, FAYETTE, GREENE,
INDIANA, JEFFERSON, LAWRENCE,
MCKEAN, MERCER, SOMERSET,
VENANGO, WARREN, WASHINGTON,
AND WESTMORELAND COUNTIES)
GROUP 1.....................$ 31.89 21.68
GROUP 2.....................$ 31.63 21.68
GROUP 3.....................$ 27.98 21.68
GROUP 4.....................$ 27.52 21.68
GROUP 5.....................$ 27.27 21.68
Power equipment operators:
(BEDFORD, CAMERON, CLINTON,
FOREST, FRANKLIN, FULTON,
HUNTINGDON, MIFFLIN, AND
POTTER COUNTIES)
GROUP 1.....................$ 31.60 21.68
GROUP 2.....................$ 31.32 21.68
GROUP 3.....................$ 27.68 21.68
GROUP 4.....................$ 27.19 21.68
GROUP 5.....................$ 26.98 21.68
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 - Asphalt Paving Machine (Spreader), Autograde (C.M.I. and similar); Backfiller, Compactor with Blade, Backhoe - 360 and 180 degree Swing; Cableway; Caisson Drill (similar to Hugh Williams), Central Mix Plant; Cooling Plant; Concrete Paving Mixer, Concrete Pump (self-propelled); Cranes; Cranes (boom or mast over 101ft.$.50 per each additional 50 feet inclusive of jib), Cranes (Tower Stationary- Climbing Tower Crane); Derrick; Derrick Boat; Dozer(greater than 25,000 lbs.); Dragline; Dredge;
Dredge Hydraulic; Elevating Grader; Franki Pile Machine;
Gradall (remote control or otherwise),Grader (power-fine grade); Hllift (4 cy. and over); Hoist 2 Drums or more (in one unit); Hydraulic Boom Truck with pivotal cab (single motor-Pitman or similar), (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used;)
Kocal; Mechanic, Locomotive (std. Gauge); Metro-chip Harvester or similar; Milling Machine (Roto Mill or similar); Mix Mobile; Mix Mobile (with Self Loading Attachment), Mucking Machine (tunnel); Pile Driver Machine;
Pipe Extrusion Machine; Prespliter Drill (self contained);
Refrigeration Plant (soil Stablization) Rough Terrain Crane (25 ton over) (Boom and Mast over 101 feet will be paid an additional 50 feet inclusive of jib if used); Rough Terrain
Crane (under 25 ton), Scrapers; Shovel-Power; Slip form Paver (C.M.I. and similar); Trenching Machine (30,000 lbs.
and over), Trenching Machine (under 30,000 lb.), Tunnell Machine (Mark XXI Jarva or similar), Vermeer Saw, Whirley, Mechanic, Compactor with blade
GROUP 2: Asphalt plant operator; auger (tractor mtd.); auger (truck mtd.); belt loader (euclid or similar); boring machine; cable placer or layer; Directional drill over 3,000 lbs thrust; concrete batch plant (electronically synchronized); concrete belt placer (C.M.I. and similar);
concrete finishing machine and spreader, concrete mixer (over 1 cy.) concrete pump (stationary); core drill (truck or skid mtd. - similar to penn drill), dozer (25,000 lbs or less); Ditch Witch Saw, force feedloader; fork lift (lull or similar); grader - power; grease unit opertor (head);
guard rail post driver (truck mounted) guard rail post driver (skid type); hilift (under 4 cy.); skid steer loader; hydraulic boom truck (non-pivotal cab); job work boat (powered), jumbo operator; locomotive (narrow guage);
minor equipment operator (accumulative four units); mucking machine; multi-head saw (groover); overhead crane; roller -power- asphalt; ross carrier; side boom or tractor mounted boom; shuttle buggy (asphalt), stone crusher (screening-washing plants); stone spreader (self propelled) truck mounted drill (davey or similar); welder and repairman; well point pump operator; bidwell concrete finishing machine (or similar).
GROUP 3: Broom Finisher (C.M.I. or similar);
Compactors/Rollers (static or vibratory (Self-propelled) on dirt or stone; Curb Builder; Minor Equipment Opertor (two or three units); Multi-head Tie Tamper; Pavement Breaker (self-propelled or ridden); Soil Stablizer Machine; Tire Repairman; Tractor (snaking and hauling); Well Driller and Horizontal: Winch or ""A"" Frame Truck (when hoisting and lowering).
GROUP 4: Ballast Regulator; Compressor; Concrete Mixer (1
cy. & under with skip); Concrete Saw (Ridden or selp-propelled); Conveyor; Elevator (Material hauling only); Fork-lift (Ridden or self-propelled); Form Line Machine; Generator; Groute Pump; Heater (Machinical); Hoist (single Drum); Ladavator, Light Plant; Mulching Machine;
Personnel Boat (Powered), Pulverizer, Pumps, Seeding Machine, spray Cure Machine (powered Driven); Subgrader;
Tie Puller; Tugger; Welding Machine (Gas or Diesel).
GROUP 5: Deck Hand; Farm Tractor; Fireman on Boiler; Oiler;
Power Broom; Side Delivery Shoulder Spreader (attachment);
IRON0003-001 06/01/2019
ALLEGHENY, FAYETTE, WESTMORELAND, CAMBRIA, INDIANA, ARMSTRONG,
BUTLER, BEAVER, CLARION, AND WASHINGTON COUNTIES
IRONWORKER.......................$ 35.49 31.84
IRON0003-007 06/01/2019
BLAIR, CAMERON, CENTRE, CLEARFIELD, CLINTON, ELK, JEFFERSON,
MCKEAN, AND POTTER COUNTIES
IRONWORKER.......................$ 29.58 29.92
IRON0003-011 06/01/2019
CRAWFORD, ERIE, FOREST, AND WARREN COUNTIES
Rates Fringes
IRONWORKER.......................$ 30.75 29.70
IRON0207-002 06/01/2018
LAWRENCE, MERCER, AND VENANGO COUNTIES
Rates Fringes
IRONWORKER.......................$ 28.92 24.90
IRON0404-008 07/01/2019
FRANKLIN (Remainder), HUNTINGDON (Remainder), AND MIFFLIN
IRONWORKER, STRUCTURAL...........$ 32.76 29.88
IRON0549-002 12/01/2012
GREENE COUNTY
Rates Fringes
IRONWORKER.......................$ 30.45 16.04
IRON0568-004 05/01/2019
BEDFORD, FRANKLIN (Southwest 1/3), FULTON, HUNTINGDON (Western
2/3), AND SOMERSET COUNTIES
IRONWORKER
Structural, Ornamental, Reinforcing, Machinery Mover, Rigger & Machinery Erector, Welder, Fence Erector.....................$ 28.66 21.51
LABO1058-001 01/01/2019
LABORER (BEDFORD, CAMERON,
CENTRE, CLINTON, CRAWFORD,
FOREST, FRANKLIN, FULTON,
HUNTINGDON, JEFFERSON,
MIFFLIN, AND POTTER COUNTIES)
GROUP 1.....................$ 25.35 23.25
GROUP 2.....................$ 25.51 23.25
GROUP 3.....................$ 26.00 23.25
GROUP 4.....................$ 26.45 23.25
GROUP 5.....................$ 26.86 23.25
GROUP 6.....................$ 23.70 23.25
GROUP 7.....................$ 26.35 23.25
GROUP 8.....................$ 27.85 23.25
Laborers: (ALLEGHENY, ARMSTRONG, BEAVER, BLAIR, BUTLER, CAMBRIA, CLARION, CLEARFIELD, ELK, ERIE, FAYETTE, GREENE, INDIANA, LAWRENCE, MCKEAN, MERCER, SOMERSET, VENANGO, WARREN, WASHINGTON, AND WESTMORELAND
COUNTIES)
GROUP 1.....................$ 25.45 23.25
GROUP 2.....................$ 25.61 23.25
GROUP 3.....................$ 26.00 23.25
GROUP 4.....................$ 26.45 23.25
GROUP 5.....................$ 26.86 23.25
GROUP 6.....................$ 23.70 23.25
GROUP 7.....................$ 26.45 23.25
GROUP 8.....................$ 27.95 23.25
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt curb sealer; Asphalt tamper; Batcherman (weigh) Blaster,Boatman, Brakeman, Change house attendant, Coffer dam, Concrete curing pitman, Puddler, Drill Runner's helper (Includes Drill Mounted on Truck, Track, or similar and Davey Drill Spots, Clean up, helps to maintain), Electric Brush and or Grinder, Fence Construction (Including Fence Machine Operator) Form stripper and Mover, Gabion (Erectors and Placers) Hydro jet blaster nozzleman;
Landscape laborer, Manually moved emulusion sprayer, Radio actuated traffic control operator Rip rap work, scaffolds and Runways, Sheeters and Shorers (includes lagging) structural concrete Top Surfacer, Walk Behind Street Sweeper, and Wood Chipper; water boy
GROUP 2: Air tool operator (all types); Asphalt, batch & concrete plant operator (manually operated) Burner, Caisson; men (open air); Carryable pumps; Chain saw operator including attachments, Cribbing, (concrete or steel); Curb machine operator (asphalt or concrete walk behind); Diamond head Core Drller, Drill runner's helper (tunnel) Fork Lift, (walk behind), Form Setter (Road Forms Line man) Highway Slab reinforcement placers (including joint and Basket Setters) Hydraulic pipe pusher; Liner plates (Tile or Vitrified Clay) Mechanical compacting equipment operators, Mechanical joint sealer, Dope pot and Tar Kettle, Mortar mixer (hand or machine) Muckers, Brakemen & all other Labor, (Includes installation of utility lines) Pipe Layers /Fusion /Heating Iron
(Regardless of materials) Portable Single Unit Conveyor, Post Hole Auger, (2 or 4 cycle hand operated) Power wheelbarrows and buggies, Rail porter or similar; Sand blaster;Signal Man,Vibrator operator, All RAILROAD TRACK WORK TO INCLUDE THE FOLLOWING: adzing machine, ballast Router, Bolting Machine, Power Jacks, Rail Drills, Railroad Brakeman,Rail Saws, Spike Drivers (Manually or hand held tool) Spike Pullers Tamping Machine, Thermitweld
GROUP 3: Asphalt Luteman/Raker,Blacksmith, Blaster, Brick, stone and block pavers and block cutters (wood, belgian and asphalt); Cement mortar lining car pusher; Cement mortar mixer (pipe relining); Cement mortar pipe reliners;
concrete saw operator (walk behind); Curb cutters and setters; Elevated roadway drainage construction; erector of overhead signs, Form setter (road forms-lead man); Grout machine operator; Gunite or dry pack gun (nozzle and machine man); Manhole or catch basin builder (Brick block concrete or any prefabrication) Miners and drillers (including lining, supporting and form workmen, setting of shields, miscellaneous equipment and jumbos); Multi-plate pipe (aligning and securing); Placing wire mesh on gunite projects; Wagon drill operators (air track or similar);
Walk behind ditching machine (trencher or similar);crown screed adjuster and welder
GROUP 4: Reinforcing Steel Placer (Bending, aligning, and securing, Cadweld)
GROUP 5:High Burner, (Any burning not done from deck), Welder (Pipeline)
GROUP 6: Uniformed Flagperson, Watchman
GROUP 7: Toxic/Hazardous Waste Removal Laborer Levels C & D
GROUP 8: Toxic/Hazardous Waste Removal Laborer Levels A & B
PAIN0021-019 05/01/2018
CLINTON COUNTY
Rates Fringes
Painters:
Bridge......................$ 36.67 18.80 Brush & Roller..............$ 27.67 18.80 Spray.......................$ 28.67 18.80
PAIN0021-024 05/01/2018
FRANKLIN COUNTY
Rates Fringes
PAINTER
Brush.......................$ 23.92 14.23
PAIN0057-014 06/01/2019
ALLEGHENY, FAYETTE, GREENE, WASHINGTON COUNTIES
Painters:
Bridge......................$ 35.25 19.82 Brush & Roller..............$ 28.50 19.82 Spray.......................$ 28.50 19.82
PAIN0057-015 06/01/2019
ARMSTRONG, BEAVER, BEDFORD, BLAIR, BUTLER,CAMBRIA, CENTRE,
CLARION, CLEARFIELD, ELK, FULTON, HUNTINGTON, INDIANA,
JEFFERSON, LAWRENCE, MERCER, MIFFLIN, SOMERSET, VENANGO AND
WESTMORELAND COUNTIES
Painters:
Bridge......................$ 35.25 19.82 Brush and Roller............$ 28.50 19.82 Spray.......................$ 28.50 19.82
PAIN0057-022 05/01/2019
Rates Fringes
Painters: (ERIE, McKEAN, AND WARREN (Including Columbus and Freehold twps) COUNTIES) Bridges,Stacks,Towers.......$ 25.37 18.71 Brush and Roller............$ 22.87 18.71 Spray and Sandblasting......$ 23.62 18.71
PAIN0057-027 06/01/2019
CAMERON, CRAWFORD, POTTER, WARREN, (Excluding Columbus and Freehold twps)
PAINTER
Brush and Roller............$ 25.11 19.14
PLAS0526-002 01/01/2019
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 31.94 20.50
PLUM0027-001 06/01/2019
ALLEGHENY, ARMSTRONG, GREENE (Except extreme Eastern portion), WASHINGTON (Except extreme Eastern portion) and WESTMORELAND (City of Arnold and City of New Kensington Only) COUNTIES
Plumbers and Pipefitters (Bridge Drain Pipe)..............$ 42.30 22.47
PLUM0047-005 05/01/2013
BEAVER, BUTLER, MCKEAN, MERCER, VENANGO, CLARION, LAWRENCE,
FOREST, WARREN, CRAWFORD, AND ERIE COUNTIES
(Bridge Drain Pipe)..............$ 38.52 20.11
PLUM0354-005 06/01/2012
BEDFORD, BLAIR, CAMBRIA, CAMERON, CLEARFIELD, ELK, FAYETTE,
GREENE (Extreme Eastern portion), HUNTINGDON, INDIANA, JEFFERSON, SOMERSE, WASHINGTON (Extreme Eastern portion), AND
WESTMORELAND COUNTIES
(Bridge Drain Pipe)..............$ 35.54 19.97
TEAM0040-001 01/01/2019
Rates Fringes
TRUCK DRIVER (ALLEGHENY,
ARMSTRONG, BEAVER, BLAIR,
BUTLER, CAMBRIA, CENTRE,
CLARFIELD, CRAWFORD, ERIE,
FAYETTE, GREENE, INDIANA,
JEFFERSON, LAWRENCE, MCKEAN,
MERCER, SOMERSET, VENANGO,
WARREN, WASHINGTON, AND
WESTMORELAND)
GROUP 1.....................$ 28.99 19.43
GROUP 2.....................$ 29.13 19.51
GROUP 3.....................$ 29.59 19.82
Truck drivers: (BEDFORD, CAMERON, CLAIRON, CLINTON, ELK, FOREST, FRANKLIN, FULTON, HUNTINGDON, MIFFLIN, AND POTTER COUNTIES)
GROUP 1.....................$ 28.83 19.32
GROUP 2.....................$ 28.99 19.43
GROUP 3.....................$ 29.45 19.73
FOOTNOTES: A. Hazardous/toxic waste material/work level A & B receive additional $2.50 per hour above classification rate
B. Hazardous/toxic waste materials/Work level C & D receive $1.00 per hour above classification
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - Single Axle (2 axles including steering axle);
Includes partsman and warehoueman
GROUP 2 - Tandem - Tri-Axle - Semi-Tractor Trailer (combination) (3 axles or more including steering axle)
GROUP 3 - Specialty Vehicles; Heavy equipment whose capacity exceeds that for which state licenses are issued specifically refers to units in excess of eight (8) feet width (such as Euclids, Atley Wagon, Payloder, Tournawagons, and similar equipment when not self loaded);
Tar and Asphalt Distributors Trucks, Heavy Duty Trailer, such as Low Boy, High Boy
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
The following have been deleted:
SUMMARY OF CHANGES
(End of Summary of Changes)
File details come from the government source that posted it.