W912DS20B0008-0007.pdf

W912DS20B0008

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

The purpose of Amendment 0007 is,

1) Bid opening date remains 20-May-2020 at 2:00 P.M. EST

2) Respond to bidder request for information. For information only.

3) Update w age rates: General Decision Number: NY20200007 05/01/2020

NOTE: Bidders must acknow ledge receipt of this amendment by date specif ied in the bid (or as amended) by one of the follow ing methods:

In the space provided on the SF 1442, by separate letter, or by signing block 15 below .FAILURE TO ACKNOWLEDGE AMENDMENT BY DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THELATE BID, LATE MODIFICATION OF BID, OR LATE

WITHDRAWAL OF BID (FAR 14.304)

1. CONTRACT ID CODE PAGE OF PAGES

1 41

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 18-May-2020

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 W912DS20B0008

X 9B. DATED (SEE ITEM 11)

11-Apr-2020

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 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

18-May-2020

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 16-300

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0007

Construction of Golf Club House USMA West Point, New York

Amendment 0007

AMENDMENT 0007 for Construction of Golf Clubhouse at West Point, New York W912DS20B0008.

TO BIDDERS:

The following changes shall be made to the drawings and specifications.

DRAWINGS:

1. The following DRAWINGS have been REVISED and REISSUED:

a. None

2. The following DRAWINGS have been REVISED but NOT REISSUED:

a. Delete paragraph 2.3.61 Field painting in Section 08 14 00.

3. The following NEW DETAILS have been ADDED:

4. The following DRAWINGS have been DELETED:

SPECIFICATIONS:

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

a. Specification 03 42 13.00 10

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

a. Specification 01 81 23

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

a. Specification section 007300.0018 was added. Paragraph 1.1.e – change 30 to 60.

BIDDER’S QUESTIONS AND GOVERNMENT REPLY

(Questions that may be of general interest to all Bidders and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the bidders “For Information Only” and do not revise the solicitation, plans or specifications.)

Question1:

1. Interior Vestibule ceiling using curtainwall needs to be clarified. You cannot tie into the exterior curtainwall due to deflection issues. Please advise.

Answer 1:

A reinforced horizontal mullion (horizontal framing for the vestibule ceiling assembly) can be supported to a reinforced vertical curtain wall mullion at the curtain wall entrance (vertical curtain wall mullions are approximately 10" deep).

As indicated in Section 08 44 00 paragraph 1.7.2, Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction and other visible components. Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed during the construction shop drawing period, submit comprehensive explanatory data to Architect for review.

Question 2: Drawing A-201-D EAST AND WEST ELEVATIONS (DEDUCT OPTION#1), 04.20.2020, AMENDMENT #2, elevation B2/A-201-D, between CL's 1'~3' is much longer than must be expected from the plan on the drawing A-100-D FIRST FLOOR PLAN (DEDUCT OPTION #01), 04.20.2020, AMENDMENT #2: we do not understand what part of exterior elevation is on the left part of CL 1'. Please provide revised drawing(s) or clarify.

Answer 2: Plan A-100-D "FIRST FLOOR PLAN (DEDUCT OPTION #1)" is correct. It appears that B2/A- 201-D graphics has stretched incorrectly beyond column line 1'. Exterior elevation on the left part of column line 1' is the exterior south facing architectural block wall left to the main entrance curtain wall.

Refer to A-100-D for elevation callout (callout located at Column line "D" and between column line "3'" & "4".

Question 3: Please confirm that separate price and technical proposals are not required to be submitted.

Please confirm that the Contractor's Key Management Personnel and their experiences are not required to be submitted in a technical proposal.

Answer 3: See the bidders instructions in the solicitation and all amendments. A technical proposal is not required.

Question 4: paragraph 1.9.1 subparagraph a, lists items as a cosmetic warranty that only Tremco will agree to ( at a high cost), please advise if a standard water tightness 20 year warranty as offered by other manufacturers ( Siplast, Johns Mansville, Suprema or Firestone will be acceptable.

Answer 4: The warranty requirement is based on UFC 3-110-3.

Question 5: Questions regarding the WD-1 exterior wood rainscreen system:

1) Spec 062000, 2.2.5.1 notes that exterior siding (WD-1, WD-2) is to be field finished. Confirm field finish will be done after installation.

2) A-603 notes WD-1, WD-2 finish to be a Hardwood Oil Finish but there is no specification listing on the number of coats, etc. required. Please advise.

Answer 5: 1) Pre-finish all siding boards prior to assembly and ensure that all four sides are coated evenly on WD-1 and WD-2. Retouch wood board after installation as necessary.

2) Provide number of finish coats along with UV protection per manufacturer written recommendation to ensure product have stayed truer to their original colors for the longest periods of time, but shall be no less than two coats.

Question 6: B1/A-561 shows the detail for install of wood plank ceiling with a 3/4" gap between planks.

Will the wood blocking (keynote 29) need to be painted black?

Answer 6: Correct, wood blocking keynote #29 shall be painted black. Also, provide black paint finish above wood hung ceiling per general note number "E" on sheet A-111.

Metal suspension grid ceiling system for the suspended wood ceiling shall be coated black as indicated on keynote 6 on A-561 and Section 06 20 00 paragraph 2.4.3.a.2.

Question 7: For Deduct Option #1 – Reduced Gross Area.

If this option is accepted, how do we finish the interior walls of the Banquet Hall (will be exposed)? Please advise.

Answer 7: The interior walls (north and south walls) of the Banquet Hall in Deduct Option #1 will be finished to match the interior walls (north and south walls) finish of the Banquet Hall in the Base Bid.

Question 8: On Architectural Drawing A-901, on south east view 3D Drawing, there is a stair shown on the east side of the building. But we could not locate any details regarding that stair in any drawings.

Please advise.

Answer 8: The exterior stair, at the SE corner of the building, has been deleted. The rendering is only provided for informational purposes only and should not be utilized to bid.

Question 9: Additionally, the Representations & Certifications that are in SAM.gov does not include the selection for 52.209-12 Certification Regarding Tax Matters (FEB 2016) which is highlighted as a requirement in this bid under Section 00 45 00 Representations and Certifications. Please advise what type of information is required and what format to be filled out in to satisfy this requirement.

Answer 9:

Regarding 52.209-12 it is incorporated in the solicitation as a separate clause as a fill-in, please find in section 00 45 00 and insert an X mark in the appropriate place within the clause.

Question 10: 1. In order to meet the 01 81 23 Blast Requirements specification the curtainwall system will need to have a structural seal to the back-member. Gasket will not achieve this.

Do we meet the ASTM F 2248 Standard with gasket or Do we Meet the 018123 blast spec and structurally silicon the systems?

2 - The Interior vestibule ceiling needs to be supported by an independent steel structure (Tube Steel).

We cannot tie the ceiling into the exterior curtainwall and meet the blast requirements. Please provide details of the required tube steel that is not shown on the drawings in order to meet the structural blast requirements.

Answer 10: In accordance with UFC 4-010-01, dated 12 December 2018, façade elements are not required to be designed for a blast charge. Please refer to attached revised Specification 01 81 23 for ATFP requirements. Please note that anchorage and connections shall be designed for conventional loading only. Refer to Material specific specifications and drawings for Conventional Loading design criteria.

Question 11: Please provide required finishes, specifically the ceiling type.

Answer 11: Ceiling type "AT4", for Corr. 104, is noted on I-101 and I-601. Extent of acoustic tile in Corr. 104 is indicated on A-110.

Question 12: Are we responsible for the primary feed 15kv cable F/I or is O&R responsible?

Answer 12: The electrical contractor shall provide 15kV cable from O&R pole to transformer.

Question 13: Where is 3kw tank heater located, riser diagrams shows the feed being tapped off from pumphouse panel feed, but site plans do not show this heater, is it the box labeled EHH-3?

Answer 13: Tank heater is located at water tank. Feed shall be tapped within the Pump house with fused disconnect and local unfused disconnect switch at tank.

Question 14: Site lighting detail 4 on E-623 shows 1-1/2" PVC schedule 40, but site plans show additional sizes, which detail is correct? Please advise.

Answer 14: Minimum conduit size within pole base shall be 1-1/2". Branch circuit conduit size shall as required based on run length.

Question 15: ES-101 scope Skil lodge, confirm the following scope:

We are F/I a 150A enclosed breaker (service disconnect #2) shown on riser and plans which is right next to exiting panel?

i. Feeder size for above is 3#1/0 & #6G in 2"C

ii. From disconnect/breaker what is the feeder size to the wooter booster station, I assume the same as above, please confirm?

Answer 15: Ski Lodge breaker shall be located adjacent existing panel. Feeder to 150A breaker is as per drawing. Feeder to Booster is 3#1/0 & #6G, 2"C.

Question 16: Can branch circuiting be run in MC cable?

Answer 16: No.

Question 17: FA wiring free air, no conduit needed? Please confirm.

Answer 17: All FA wiring is required to be in conduit as indicated on the FA cover sheet as well as the Div. 28 spec. This is a requirement of West Point

Question 18:

1. Is it required to use Monaco for the FA or can a different vendor be used?

2. Addendum 2 deduct set, is this going to be all one big deduct that includes every deduct plan? (ES- 100-D, EP-101-D, EP-103-D, EL-101-D and E-613-D)

a. Is ES-100-D entirely a deduct, all of the work shown on here will be part of the deduct, please confirm?

i. What exactly is the deduct, this page includes feeders for the service going in the building, please clarify what is a deduct on this plan?

3. Is the Contractor responsible for the primary feed 15kv cable F/I or is O&R responsible?

4. Please indicate where is 3kw tank heater located, riser diagrams shows the feed being tapped off from pumphouse panel feed, but site plans do not show this heater, is it the box labeled EHH-3?

5. Please indicate who is responsible to F/I gutter heat trace panel.

6. Site lighting detail 4 on E-623 shows 1-1/2" PVC schedule 40, but site plans show other sizes. Please advise.

7. ES-101 scope Skil lodge, confirm the following scope:

a. Is the Contractor F/I a 150A enclosed breaker (service disconnect #2) shown on riser and plans which is right next to exiting panel?

i. Please advise if the feeder size for above is 3#1/0 & #6G in 2"C

ii. From disconnect/breaker what is the feeder size to the wooter booster station? It is assumed the same as above, please confirm?

8. Is all branch circuiting in MC cable?

9. Is FA wiring free air, no full conduit needed? Please confirm

Answer 18: 1 & 2) Monaco is the basis of design, deducts are separate as per the price schedule.

3) The electrical contractor shall provide 15kV cable from O&R pole to transformer.

4) Tank heater is located at water tank. Feed shall be tapped within the Pump house with fused disconnect and local unfused disconnect switch at tank.

5) Div 26 contractor.

6) Minimum conduit size within pole base shall be 1-1/2". Branch circuit conduit size shall as required based on run length.

7) Ski Lodge breaker shall be located adjacent existing panel. Feeder to 150A breaker is as per drawing.

Feeder to Booster is 3#1/0 & #6G, 2"C.

8) MC Cable is not acceptable.

9) All FA wiring is required to be in conduit as indicated on the FA cover sheet as well as the Div. 28 spec. This is a requirement of West Point.

Question 19: There is a specification section "03 42 13.00 10-PLANT-PRECAST CONCRETE PRODUCTS FOR BELW GRADE". Please let us know that what products/materials and at which locations this specification is referring to ? Please advise Answer 19: specification 03 42 13.00 10 is deleted. All precast structures shall be designed for H-25 loading and in accordance with the contract drawings/details.

Question 20: ADD ALTERNATE #1 DESCRIBES AS "PROVIDE NATURAL STONE (XW2) AT BACK

WALL OF SNACK BAR-124 (TO MATCH GRANITE EXTERIOR STONE)". PLEASE PROVIDE US THE

LOCATION ON DRAWING I-101 WHERE THIS PRODUCT IS GOING TO BE INSTALLED..

Answer 20: See extent arrows for "TW3" on I-101 (Back Wall & Side Wall). See "TW3" on I-600, including note in the Notes column.

Question 21: Door schedule indicates door finish to be painted. General Door note A states "wood door shall be WD-1 finish, refer to interior finish schedule, uno." Under General notes - Door notes #2 it states "high pressure laminate finish (custom laminate-formica oiled olivewood 5481-43) traffic door. Basis of design is Eliason SCP-15 or equal." The above information is all shown on drawing A-604. Specification section 081400 paragraph 2.2.1.1 Interior Flush Doors provides further information regarding wood doors that conflicts with information provided on A-604. Please confirm what the interior wood doors are to be.

Answer 21: Interior wood doors shall have wood veneer WD1 as indicated on A-604 (refer to interior I- 601 Master Finish Schedule) and Section 08 14 00 Paragraph 2.3.6.2.

Kitchen double door shall comply 2.2.1.1 (second paragraph) basis of design is Eliason SCP-15.

Delete paragraph 2.3.61 Field painting in Section 08 14 00.

Question 22: Amendment #4 response to tax exempt question references FAR 52.229-3, Federal State and Local Taxes. FAR 52.339-3 states: "(b) (1) The contract price includes all applicable Federal, State, and local taxes and duties, except as provided in subparagraph (b)(2)(i) of this clause." FAR 52.339-3 also states "(e) The contract price shall be decreased by the amount of any Federal excise tax or duty, except social security or other employment taxes, that the Contractor is required to pay or bear, or does not obtain a refund of, through the Contractor's fault, negligence, or failure to follow instructions of the Contracting Officer." Please confirm tax is to be included in proposals.

Answer 22: FAR 52.229-3, Federal State and Local Taxes. Determination of the applicability of taxes is the bidder's responsibility, and bidders are responsible for including all applicable taxes in their bid. After award, the Contracting Officer may be able to assist with obtaining tax exempt certificates, however, assistance with provision of a form is not an assurance that the contractor will be able to purchase materials that are tax exempt”.

Question 23: IN PLUMBING DIVISION, SUBDIVISION "22 31 00-WATER SOFTENERS, CATION-

EXCHANGE (SODIUM CYCLE)", THE MODEL GIVEN IN THE SCHEDULE ON DRAWING AND IN

SPECIFICATION DOES NOT MATCH. PLEASE ADVISE WHAT MODEL SHOULD BE USED FOR THE

WATER SOFTNER

Answer 23: Provide Culligan model CMT-300 system scheduled, or equal.

Question 24: Within Amendment #3, the bid submission documents required list item #5, Bidders must check off box (d) in 52.204-8 Annual Representations and Certifications (DEC 2019) for being on SAM.gov. Please advise if this is the 52.204-8 within the initial solicitation that must be submitted or another form.

Answer 24:

Bidders must check off box (d) in 52.204-8 Annual Representations and Certifications (DEC 2019) for being on SAM.gov

Question 25: Within Amendment #1, specification section 007300.0018 was added. Paragraph 1.1.e states that the contractor shall pay Orange and Rockland as per the price schedule within 30 calendar days after receipt of notice to proceed. Within the Notes to Bidders on the bid form of the original solicitation and Amendment #2, note (5) regarding CLIN 0003 states that this sum will be paid out to Orange and Rockland within 60 days after receipt of notice to proceed. Please advise if this payment to Orange and Rockland is required within 30 or 60 days from the notice to proceed Answer 25: 60 days.

Question 26: ACOUSTICAL CEILING SPEC 09 51 00 refers to drawings for ceiling types.

Drawing I-601 specifies XC2 WOOD VENEER BAFFLE as TAVOLA 6" high X 1" thick @8" OC. Other drawings detail different sizes and spacing.

Drawing A550 Section B8 details 8" high X 1" thick @2-1/2" OC.

Drawing I-502 Section 10 details 6" high X 2" thick @8" OC Which is correct?

Answer 26: XC2 baffle size shall be standard size of 1" x 6" and spaced at 6" OC in order for light fixture C6 to fill the void between baffles. Light fixtures should be mounted so that fixture is flush with bottom of baffle

Question 27: Regding the Annual Representations and Cetifications form to be submitted referenced in Amendment 3, can a copy of the actual form be provided? We have submitted this form on previous projects but none had a box "d" referenced.

Answer 27:

Bidders must check off box (d) in 52.204-8 Annual Representations and Certifications (DEC 2019) for being on SAM.gov

Question 28: Please verify the level of protection required and confirm that the standoff distance is now 33 feet from the originally design of 60 feet. This is a considerable increase in loads that will be imposed on the system.

Answer 28: The level of protection is Low and the minimum standards of UFC 4-010-01, dated 12 December 2018 apply. The minimum standoff distance is 50 feet in accordance with Standard 1. The minimum unobstructed space extends 33 feet from the building in accordance with Standard 2. No loads will be imposed on the system, as charge weight has been removed from the UFC. Please refer to UFC 4-010-01, dated 12 December 2018 for additional information.

Question 29: Can the bid date be extended? Pricing from the manufacturer's is taking at least a 1 week turn-around time of request and this needs to be confirmed to price correctly Answer 29: Bid opening is on 20 May 20.

Question 30: Please provide the revised specification 01 81 23 for ATFP requirements as stated in RFI 8567535.

Answer 30: Revised Spec 01 81 23 is attached below.

Question 31: Can the bid date be extended? Pricing from the manufacturer's is taking at least a 1 week turn-around time of request and this needs to be confirmed to price correctly Answer 31: Bid opening is on 20 May 20.

Question 32: CD101 calls for the decommissioning and abandonment of the existing monitoring and water wells. To price this decommissioning, please provide the depth of wells, diameter of wells, and if they have pumps in that need to be removed. If this information is unknown, please provide parameters for allowance to be carried for the decommissioning of these.

Answer 32: The water well is 6" and 100' deep. There is no pump in the well. The monitoring well is also 6" but we do not have any information on the depth.

Question 33: Please confirm that rock excavation is classified and that it will be paid as an extra on a per yard basis.

Answer 33: An allowance is to be provided, per note 34 on C-002. An estimated quantity of rock excavation at the clubhouse site is provided in Note 34 on Sheet C-002. This same note also provides information on the approximate depth to rock along the water and sewer extensions.

Question 34: Key Note #14 indicates lifeline details are found on A-530 and A-531. Please clarify what details on A-531 apply to the fall protection anchor.

Answer 34: Details are on A-530 and S-531.

Question 35: Paragraph 2.8.2 Horizontal Lifeline Systems. Throughout the section on horizontal lifeline systems it indicates that the systems are to be designed to ANSI and OSHA requirements. Paragraph (a) states that the system maintain a factor of safety of at least two AND shall be capable of supporting at least 5000 pounds per employee attached. OSHA requires maintaining a factor of safety of two OR support at least 5000 pounds. Please confirm the system is to comply with the OSHA requirements and not what is stated in the specification.

Answer 35: Per UFC 3-110-03, 29 October 2019, fall protection must comply with ANSI/ASSE Z359, ANSI/ASSE A1264.1 and DOL-29 CFR Part 1910, Subpart D and Subpart 1. Roof Horizontal Lifeline Fall Protection System shall follow OSHA 1910.140 fall protection regulations and selecting equipment that complies with ANSI/ASSE Z359 Standards.

Question 36: Please delineate the starting point of watermain connection for CLIN 0002 and starting point of sanitary sewer connection for CLIN 0005. Are these to start at the T connection for water main and Pump station #1 for sanitary sewer?

Answer 36: Yes, the starting points indicated are correct.

Question 37: Paragraph 2.8.2 (e) references fall restraint systems. The system locations are shown on sheet A-101. Please clarify which systems are to be considered fall restraint Answer 37: Refer to inquiry response #8577914 for requirements of Roof Horizontal Lifeline Fall Protection System. Fall protection system shall be designed and installed per manufacturer's requirements and recommendations and shall be under the supervision of a Qualified Person per OSHA requirements. As system locations are shown on sheet A-101 to indicate where system is needed on the roof for personnel fall protection; however, the design of the system including but not limited to the number and location of anchors shall be determined per manufacturer who is designing the system.

Question 38: Paragraph 2.8.2(a) states the systems are to be capable of supporting 5000 pounds per employee attached AND maintain a factor of safety of two. Paragraph 2.8.2(f).2 states that the lifeline shall support the maximum arresting force and maintain a factor of safety of at least two. These statements contradict each other. Please confirm that paragraph 2.8.2(f).2 is the proper design requirement as stipulated in OSHA.

Answer 38: Per UFC 3-110-03, 29 October 2019, fall protection must comply with ANSI/ASSE Z359, ANSI/ASSE A1264.1 and DOL-29 CFR Part 1910, Subpart D and Subpart 1.

Question 39: Please confirm Spectrum TV is to furnish and install CATV feed from pole to room 106.

Answer 39: Contractor must install conduits, Spectrum will install the cabling.

Question 40: Drawing I-131 Furniture Layout Who provides all furniture shown and scheduled on drawing?

Answer 40: Furniture is part of the FF&E package, which is to be provided by the Owner.

Question 41: Spec Section 054000 Cold-Formed Metal Framing in Part Products marked with item 2.1.1 Studs and Joists of 54 mils and item 2.1.2 Studs and Joists of 43 mils but has no indicates where each of those items have to be applied.

Please advise which Cold-formed Metal Framing components require to install steel of 54 mils and which components require to install steel of 43 mils.

Answer 41: 2.1 states stud and joist thickness to be as designed by the contractor's specialty engineer.

2.1.1 specifies stud and joist material if the contractor's specialty engineer selects studs 54 mils or heavier. 2.1.2 specifies stud and joist material if the contractor's specialty engineer selects studs 43 mils or lighter.

Question 42: Please clarify the type of granite for AB-4.

In regards to deductive item #1, is the veneer on the concrete foundation wall (below ground floor) and retaining wall changing as well?

Answer 42: The Granite stone in Add Option #1 shall be Jet Mist. Basis of Design Jet Mist – Granites of America or equal. Wall sections and details provided in the construction documents are applicable for both architectural block and granite masonry walls. The masonry unit in Deduct Option 3 is an adhered thin veneer masonry unit manufactured stone (Assembly type "C-1", refer to A-602) replacing the 4" masonry unit cavity wall (Assembly type "A-1" and "A-2", refer to A-602) on the first floor and below ground level at the retaining wall. The thin veneer adhered masonry units shall be provided as shown on sheets where Deduct Option 3 is indicated. However, Deduct Option 3 does not apply for site retaining walls beyond the boundary of the building ("AB-3" with the Ashlar pattern) as indicated on the building elevations on sheet A-201 and A-202 and landscape drawings.

Question 43: Regarding note 34 on C-002, please clarify if the note is intended to state where the top of rock elevation to be encountered is from existing grade, i.e. top of rock is 5.5' from existing grade, or if it is intended to state that a depth of 5.5' of rock is to be removed for 1,350LF.

Please also clarify if these lengths are a combined linear footage or for each line, i.e. 1,350LF for both the water and sewer force main extensions or 1,350LF for the water and 1,350LF for the sewer force main.

Answer 43: The average depth to the top of rock is 5.5' below existing grade.

The notes indicate for (EA), 1350 LF for water and 1350 LF for sewer.

Question 44: Please confirm coping material to be used. Spec section 07600 indicates copper with 3/4 inch locked and soldered seams. Detail E3 on drawing A-501 indicates Coated formed metal coping.

Answer 44: Coping cover material shall be either galvanized steel or aluminum with thickness as required to meet ANSI/SPRI/FM 4435/ES-1 and manufacturer's recommendation to avoid oil canning.

Refer to structural for wind loads and per manufacturer's recommendation to avoid oil canning.

Question 45: Please confirm detail 2/C-502 Concrete Curb and Gutter Detail applies to all locations where concrete curbing is shown to be provided.

Answer 45: Yes, in all locations indicated on the West Point property.

Question 46: The termiticide application requested, has little value in longevity. It also draws concerns about termiticide leaching into water stock which can potentially be contaminating.

Please advise if a Termite Bait system would be allowed. Baiting is an effective way to eliminate a termite colony and monitor future activity. It's a green approach to solving termite conditions.

Answer 46: Proposed Variations are to follow procedure indicated in Spec Section 01 33 00.

Question 47: form SF1442 file issued included Davis Bacon wage rates dated 2/28/20. There has been an updated rate sheet dated 5/1/20. Are the updated rates going to be issued for use on this project?

Answer 47: Wage rates have been updated with this Amendment 0007.

WAGE RATES

Davis-Bacon Act wage decisions NY7, modification dated 05/01/2020 affecting:

W912DS-20-B-0008 / Construct Golf Clubhouse West Point - NY7 follows below and supersedes only previously furnished subject decision for this (ese) project(s). If bids for a project were opened prior to this modification date, the wage rate change does not apply.

Please remember that in negotiated procurements, the wage rates in effect on the date of contract award (not at proposal due date or FPR date) are the ones to be incorporated in the contract.

Also note the "10-day rule": For contracts entered into pursuant to competitive bidding procedures, 29 CFR 1.6(c)(3)(i) requires contracting agencies to accept modifications to wage determinations, notice of which is published in the Federal Register less than 10 days before bid opening, unless the agency finds that there is not sufficient time to notify bidders of the change. A report of the finding must be included in the contract file and submitted to the Wage-Hour Administrator of DOL upon request.

Solicitations affected by the 90-day rule are not listed above: "90-day" rule: 29 CFR 1. 6 (c) (3)(iv), as set forth in FAR 22.404-6(b)(6) provides that if a contract to which a general wage determination has been applied is not awarded within 90 days after opening, any modification to that wage determination published prior to contract award shall be effective unless the agency obtains an extension of this 90-day period from the Administrator, US Department of Labor.

"General Decision Number: NY20200007 05/01/2020

Superseded General Decision Number: NY20190007

State: New York aed 05/18/2020

Construction Types: Building, Heavy and Highway

Counties: Dutchess, Orange, Sullivan and Ulster Counties in New York.

BUILDING CONSTRUCTION PROJECTS FOR ALL COUNTIES EXCEPT

SULLIVAN (does not include single family homes and apartment up to and including 4 stories), HEAVY AND HIGHWAY 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 02/07/2020 2 02/28/2020 3 04/03/2020 4 05/01/2020

ASBE0040-003 05/01/2019

SULLIVAN AND ULSTER COUNTIES

Rates Fringes

HAZARDOUS MATERIAL HANDLER

Duties limited to preparation wetting;

stripping; removal;

scrapping; vacuuming;

bagging; and disposing of all insulation materials whether they contain asbestos or not from mechanical systems..........$ 36.04 21.92 Insulator/asbestos worker (includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems)....................$ 36.04 21.92

ASBE0091-002 05/27/2019

DUTCHESS AND ORANGE COUNTIES

Rates Fringes

HAZARDOUS MATERIAL HANDLER

Duties limited to preparation, wetting, stripping, removal scrapping, vacuuming, bagging and disposing of all insulation materials;

whether they contain asbestos or not from mechancial systems..........$ 42.62 40.85 Insulator/asbestos worker (Includes application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems)....................$ 42.62 40.85

BOIL0005-001 01/01/2017

Rates Fringes

BOILERMAKER......................$ 55.23 33%+24.12+a

FOOTNOTE:

a. PAID HOLIDAYS: New Year's Day, Thanksgiving Day, Memorial Day, Independence Day, Labor Day and Good Friday, Friday after Thanksgiving, Christmas Eve Day and New Year's Eve

BRNY0005-001 06/01/2019

BRICKLAYER (BUILDING

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 42.09 34.50 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 42.59 34.50

BRICKLAYER (HEAVY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 41.31 33.94 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 42.59 34.50

BRICKLAYER (HIGHWAY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo), SULLIVAN and

ULSTER COUNTIES

Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 42.59 34.50

CARP0279-005 07/01/2019

Rates Fringes

Carpenters:

BUILDING CONSTRUCTION

Carpenters, Millwrights, Pile Drivers...............$ 38.09 29.08

HEAVY & HIGHWAY

CONSTRUCTION

Carpenters, Millwrights, Pile Drivers...............$ 38.09 29.08

CARP0740-002 07/01/2019

DUTCHESS AND ORANGE COUNTIES

MILLWRIGHT.......................$ 43.05 39.73

CARP1556-005 07/01/2019

DUTCHESS AND ORANGE COUNTIES

Rates Fringes

Diver Tender.....................$ 49.14 50.98 Diver............................$ 69.22 50.98 Dock Builder & Piledrivermen

DOCKBUILDER.................$ 54.63 50.98

ELEC0363-001 04/01/2020

Rates Fringes

ELECTRICIAN

DUTCHESS (Remaining Townships), ULSTER AND SULLIVAN COUNTIES...........$ 42.00 3%+32.36+a ORANGE and DUTCHESS (Townships of Fishkill, East Fishkill and Beacon) COUNTIES....................$ 46.00 3%+32.36+a

FOOTNOTE:

a. Paid Holidays: New Year's Day, President's Day, Memorial Day, Fourth of July, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day, Day after Thanksgiving, Christmas Day

ELEC1249-002 05/06/2019

Rates Fringes

ELECTRICIAN (LINE

CONSTRUCTION-LIGHTING AND

TRAFFIC SIGNAL INCLUDING ANY

AND ALL FIBER OPTIC CABLE

NECESSARY FOR THE TRAFFIC

SIGNAL SYSTEMS, AND TRAFFIC

MONITORING SYSTEMS, ROAD

WEATHER INFORMATION SYSTEMS)

Flagman.....................$ 27.77 6.75%+24.15 Groundman (Digging Machine Operator)...................$ 41.65 6.75%+24.15 Groundman (Truck Driver)....$ 37.02 6.75%+24.15 Groundman Truck Driver (Tractor Trailer Unit)......$ 37.02 6.75%+24.15

Lineman and Technician......$ 46.28 6.75%+24.15 Mechanic....................$ 37.02 6.75%+24.15

PAID HOLIDAYS:

a. Memorial Day, New Year's Day, President's Day, Good Friday, Decoration Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and Election Day for the President of the United States and Election Day for the Governor of New York State, provided the employee works two days before or two days after the holiday.

ELEC1249-004 05/06/2019

Rates Fringes

ELECTRICIAN (Line Construction) Overhead and underground distribution and maintenance work and all overhead and underground transmission line work including any and all fiber optic ground wire, fiber optic shield wire or any other like product by any other name manufactured for the dual purpose of ground fault protection and fiber optic capabilities :

Flagman....................$ 31.23 6.75%+24.15 Groundman digging machine operator...................$ 46.85 6.75%+24.15 Groundman truck driver (tractor trailer unit).....$ 41.64 6.75%+24.15 Groundman Truck driver.....$ 41.64 6.75%+24.15 Lineman and Technician.....$ 52.05 6.75%+24.15 Mechanic...................$ 41.64 6.75%+24.15 Substation:

Cable Splicer..............$ 57.26 6.75%+24.15 Flagman....................$ 31.23 6.75%+24.15 Ground man truck driver....$ 41.64 6.75%+24.15 Groundman digging machine operator...................$ 46.85 6.75%+24.15 Groundman truck driver (tractor trailer unit).....$ 41.64 6.75%+24.15 Lineman & Technician.......$ 52.05 6.75%+24.15 Mechanic...................$ 41.64 6.75%+24.15 Switching structures;

railroad catenary installation and maintenance, third rail type underground fluid or gas filled transmission conduit and cable installations (including any and all fiber optic ground product by any other name manufactured for the dual purpose of ground fault protection and fiber optic capabilities), pipetype cable installation and maintenance jobs or projects, and maintenance bonding of rails; Pipetype cable installation Cable Splicer..............$ 58.71 6.75%+24.15 Flagman....................$ 32.02 6.75%+24.15 Groundman Digging Machine Operator...................$ 48.03 6.75%+24.15 Groundman Truck Driver (tractor-trailer unit).....$ 42.70 6.75%+24.15 Groundman Truck Driver.....$ 42.70 6.75%+24.15 Lineman & Technician.......$ 53.37 6.75%+24.15 Mechanic...................$ 42.70 6.75%+24.15

FOOTNOTE:

a. PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial Day, Good Friday, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and Election Day for the President of the United States and Election Day for the Governor of New York State, provided the employee works two days before or two days after the holiday.

ELEC1249-005 05/06/2019

SULLIVAN COUNTY

Rates Fringes

ELECTRICIAN (LIGHTING AND

TRAFFIC SIGNAL LINEMAN

INCLUDING ANY AND ALL FIBER

OPTIC CABLE NECESSARY FOR THE

TRAFFIC SIGNAL SYSTEM,

TRAFFIC MONITORING SYSTEMS

AND ROAD WEATHER INFORMATION

SYSTEMS.)

Flagman.....................$ 27.00 6.75%+24.15 Groundman (Digging Machine Operator)...................$ 40.50 6.75%+24.15 Groundman (Truck Driver)....$ 36.00 6.75%+24.15 Groundman Truck Driver

(tractor trailer unit)......$ 36.00 6.75%+24.15 Lineman & Technician........$ 45.00 6.75%+24.15 Mechanic....................$ 36.00 6.75%+24.15

FOOTNOTE:

a. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, plus President's Day, Good Friday, Decoration Day, Election Day for the President of the United States and Election Day for the Governor of the State of New York, provided the employee works the day before or the day after the holiday.

ELEC1249-008 01/01/2019

Rates Fringes

ELECTRICIAN (Line Construction)

TELEPHONE, CATV

FIBEROPTICS CABLE AND

EQUIPMENT

Cable splicer..............$ 32.78 3%+4.93 Groundman..................$ 16.49 3%+4.93 Installer Repairman- Teledata Lineman/Technician- Equipment Operator.........$ 31.12 3%+4.93 Tree Trimmer................$ 25.79 3%+9.98+a

a. New Year's Day, President's Day, Good Friday, Decoration Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Day after Thanksgiving, Christmas Day.

ELEV0138-001 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 60.49 34.765+a+b

FOOTNOTE:

a.Vacation: 6%/under 5 years based on regular hourly rate for all hours worked. 8%/over 5 years based on regular hourly rate for all hours worked.

b. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

ENGI0106-004 07/01/2018

NORTHERN PART OF DUTCHESS (To The Northern Boundary line of the City of Poughkeepsie)

Power Equipment Operator

HEAVY & HIGHWAY

GROUP 1....................$ 43.47 26.05+a GROUP 2....................$ 42.56 26.05+a GROUP 3....................$ 39.99 26.05+a GROUP 4....................$ 47.47 26.05+a GROUP 5....................$ 46.47 26.05+a GROUP 6....................$ 45.47 26.05+a GROUP 7....................$ 45.08 26.05+a

POWER EQUIPMENT OPERATORS HEAVY & HIGHWAY CLASSIFICATIONS

GROUP 1: Asphalt Curb Machine, Self Propelled, Slipform, Automated Concrete Spreader (CMI Type), Automatic Fine Grader, Backhoe (Except Tractor Mounted, Rubber Tired), Backhoe Excavator Full Swing (CAT 212 or similar type), Back Filling Machine, Belt Placer (CMI Type), Blacktop Plant (Automated), Boom truck , Cableway, Caisson Auger, Central Mix Concrete Plant (Automated), Concrete Curb Machine, Self Propelled, Slipform, Concrete Pump, Crane, Cherry Picker, Derricks (steel erection), Dragline, Overhead Crane (Gantry or Straddle type), Pile Driver, Truck Crane, Directional Drilling Machine, Dredge, Dual Drum Paver, Excavator (All Purpose Hydraulically Operated) (Gradall or Similar), Front End Loader ( 4 cu. yd. and Over), Head Tower (Sauerman or Equal), Hoist (Two or Three Drum), Holland Loader, Maintenance Engineer, Mine Hoist, Mucking Machine or Mole Pavement Breaker(SP) Wertgen; PB-4 and similar type, Power Grader, Profiler (over 105 H.P.)

Quad 9, Quarry Master (or equivalent), Scraper, Fireman, Form Tamper, Grout Pump, Gunite Machine, Hammers (Hydraulic self-propelled), Hydra-Spiker, ride-on, Hydraulic Pump (jacking system), Hydro-Blaster (Water), Mulching Machine, Oiler, Parapet Concrete or Pavement, Shovel, Side Boom, Slip Form Paver, Tractor Drawn, BeltType Loader, Truck or Trailer Mounted Log , Chipper (Self Feeder), Tug Operator (Manned Rented Equipment Excluded), Tunnel Shovel

GROUP 2: Asphalt Paver, Backhoe (Tractor Mounted, Rubber Tired), Bituminous Recycler Machine, Bituminous Spreader and Mixer, Blacktop Plant (NonAutomated), Blast or Rotary Drill (Truck or Tractor Mounted), Boring Machine, Cage Hoist, Central Mix Plant (NonAutomated) and All Concrete Batching Plants, Cherry Picker (5 tons capacity and under), Concrete Paver (Over 16S), Crawler Drill, Self-contained, Crusher, Diesel Power Unit, Drill Rigs, Tractor Mounted, Front End Loader (Under 4 cu. yd.), Greaseman/Lubrication Engineer, HiPressure Boiler (15 lbs. and over), Hoist (One Drum), Hydro-Axe, Kolman Plant Loader and Similar Type Loaders, L.C.M. Work Boat Operator, Locomotive Mixer (for stabilized base selfpropelled), Monorail Machine, Plant

Engineer, Profiler (105 H.P. and under), Grinder, Post Hole Digger and Post Driver, Power Broom (towed), Power Heaterman, Power Sweeper, Revinius Widener, Roller (Grade and Fill), Scarifier, ride-on, Shell Winder, Skid steer loader (Bobcat or similar), Span-Saw, ride-on, Steam Cleaner, Pug Mill, Pump Crete Ready Mix Concrete Plant Refrigeration Equipment (for soil stabilization)Road Widener, Roller (all above subgrade), Sea Mule, Self-contained Ride-on Rock Drill, Excluding Air-Track Type Drill, Skidder, Tractor with Dozer and/or Pusher, Trencher.

Tugger Hoist, Vermeer saw (ride on, any size or type), Winch, Winch Cat

GROUP 3: A Frame Winch Hoist on Truck , Articulated Heavy Hauler, Aggregate Plant, Asphalt or Concrete Grooving, Machine (ride on), Ballast Regulator, Ride-on Boiler (used in conjunction with production), Bituminous Heater, self-propelled, Boat (powered), Cement and Bin Operator, Compressors, Dust Collectors, Fork Lift, Generators, Pumps, Welding Machines, Light Plants, Heaters (hands-off equipment), Concrete Pavement Spreader and Finisher, Concrete Paver or Mixer (16S and under), Concrete Saw (self-propelled), Conveyor, Deck Hand, Directional Drill Machine Locator, Drill, (Core), Drill, (Well,) Farm Tractor with accessories, Fine Grade Machine, Tamper, ride-on, Tie Extractor, ride-on, Tie Handler, ride-on, Tie Inserter, ride-on, Tie Spacer, ride-on, Tire Repair, Track Liner, ride-on, Tractor, Tractor (with towed accessories), Vibratory Compactor, Vibro Tamp, Well Point

GROUP 4: Tower Cranes

GROUP 5: Cranes 50 tons and over

GROUP 6: Cranes 49 tons and below

GROUP 7: Master Mechanic

FOOTNOTES:

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day

ENGI0106-008 07/01/2018

NORTHERN PART OF DUTCHESS (TO THE NORTHEN BOUNDARY LINE OF THE

CITY OF POUGHKEEPSIE) BUILDING CONSTRUCTION

Power equipment operators:

GROUP A(1)..................$ 43.79 25.70+a 1..........................$ 45.04 25.70+a

2..........................$ 46.04 25.70+a GROUP A.....................$ 43.30 25.70+a GROUP B.....................$ 42.28 25.70+a GROUP C.....................$ 39.38 25.70+a

Hazardous work - Anytime Operating Engineers are involved with level C or above, $2.50 per hour over regular rate.

FOOTNOTE:

a. Paid Holiday: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP A(1): Crane, hydraulic cranes, tower crane, locomotive crane, piledriver, cableway, derricks, whirlies, dragline, boom truck (over 5 tons)

GROUP A(1): Crane Premiums

1 over 150' :add $1.00 2 over 200': add $2.00

GROUP A: Shovel, All excavator (except tractor mounted rubber tired John Deere 510 or smaller), gradalls, power road grader, all CMI equipment, front-end rubber tire loader, tractor-mounted drill (quarry master), mucking machine, concrete central mix plant, concrete pump, Belcrete system, automated asphalt concrete plant and tractor road paver, boom truck (5 tons and under).

GROUP B: Backhoe, (tractor mounted rubber tired equivalent to John Deere 510 or less), bulldozer, pushcat, tractor, traxcavator, scraper, LeTourneau grader, form fine grader, road roller, blacktop roller, blacktop spreader, power brooms, sweepers, trenching machine, Barber Green loader, side booms, hydrohammer, concrete spreader, concrete finishing machine, one drum hoist, power hosting (single drum), hoist - two drum or more, three drum engine, power hoisting (two drum and over), two drum and swinging engine, three drum swinging engine, hod hoist, A-L frame winches, cord and well drillers (one drum), post hole digger, model CHB Vibro-Tamp or similar machine, batch bin and plant operator, dinkey locomotive, skid steer loader, track excavator 5/8 cu. yd. or smaller.

GROUP C: Fork lift, high lift, lull, Oiler, fireman and heavy- duty greaser, boilers, and steam generators, pump, vibrator, motor mixer, air compressor, dust collector, welding machine, well point, mechanical heater, generators, temporary light plants, concrete pumps, electric submersible pump 4"" and over, murphy type diesel generator, conveyor, elevators, concrete mixer and belcrete power pack (belcrete system), seeding, and mulching machines, pumps.

ENGI0137-001 03/06/2017

DUTCHESS COUNTY (POUGHKEEPSIE AND SOUTH THEREOF)

BUILDING CONSTRUCTION

Power Equipment Operator GROUP 1A....................$ 53.95 28.52+a GROUP 1B....................$ 49.68 28.52+a GROUP 2A....................$ 52.03 28.52+a GROUP 3A....................$ 50.11 28.52+a GROUP 3B....................$ 47.67 28.52+a GROUP 4A....................$ 49.60 28.52+a GROUP 4B....................$ 41.85 28.52+a GROUP 5.....................$ 45.17 28.52+a GROUP 5A....................$ 56.63 28.52+a GROUP 5B....................$ 42.83 28.52+a GROUP 6.....................$ 44.92 28.52+a

NOTES: Hazmat: 20% above regular rate Pumping operation Premium .50

Crane Operators (100-149 ft) 2.00

Crane Operators (149 ft +) 3.00

Loader Operators (over 5 cu y) .50 Shovel Operators (over 4 cu yd)1.00

FOOTNOTE:

a. New Years Day, Memorial Day, Independence Day, Labor Day Thanksgiving Day, Christmas Day, plus Lincoln's Birthday, Washington's Birthday, Good Friday, Columbus Day, November Election Day, Veteran's Day.

POWER EQUIPMENT OPERATORS CLASSIFICATION

GROUP 1-A: Carrier- trailer horse; concret-portable hoist;

crane & hoist engineer-steel (concrete, material, super structure sub- structure); derrick (stone-steel); elevator & cage; hoist- single/double or triple drum; hoist-portable mobile unit; hoist engineer-concert (crane-derrick-mine hoist); hoist engineer- material; overhead crane; power house plant; telephies…