W912DS-16-R-0010-Amendment_0006.pdf

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 this amendment is to:

1) Make revisions to the 1442 and section 00 24 00 Evaluation Factors.

2) Revise and reissue draw ings.

3) Make changes to teh specifications to include adding specificatio sections and appendices, deleting specifications (09 67 23.13 Standard Resinous Flooring), and revising but not reissuing specifications sections.

4) Revise but not reissue paragraphs in Section 00 73 00 Special Contract Requirements.

5) Answ er offeror questions for information purposes only. Questions and answ ers are issued to the Offerors for information purposes only and do not revise the solicitation, plans, or specifications.

6) Update Wage Rates

7) Add Geo Tech Report

8) The proposal due date remains 03 November 2016 at 2:00 PM (EST)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 60

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

16C. DATE SIGNED

BY 25-Oct-2016

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 W912DS-16-R-0010

X 9B. DATED (SEE ITEM 11)

23-Aug-2016

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

25-Oct-2016

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

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:

W912DS-16-R-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0006

All other terms and conditions remain unchanged.

NOTE: Offerors must acknowledge receipt of this amendment by the date specified in the proposal (or as amended) by one of the following methods: In the space provided on the SF 1442, by separate letter, or by signing block 15 below. FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME

SPECIFIED MAY RESULT IN REJECTION OF YOUR PROPOSAL IN ACCORDANCE WITH THE LATE PROPOSAL, LATE MODIFICATION OF PROPOSAL, OR LATE WITHDRAWAL OF PROPOSAL (FAR 15.208).

FY16 DODEA PM AM0033

Replace Elementary School

US Military Academy, West Point NY

AMENDMENT 0006 to DRAWINGS and SPECIFICATIONS for W912DS‐16‐R‐0010.

TO OFFERERS

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

1. Section 13 A changed FROM Sealed offers in original and 5 copies TO Sealed offers in original and 4 copies

2. Price Schedule Section 00 0010

No Changes

3. Section 00 24 00

Paragraph 9.1 Add Sentence “Form A4 Financial Resources Form is to be included in Volume II Tab 5

Required Pre‐Award Information.” to the end of the first paragraph.

REPORTS: SWPPP and Geotech

DRAWINGS

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

‐ None

2. The following DRAWINGS have been REVISED and REISSUED:

‐ CA101, BG101, BG102, BG103, CD101, CS100, CS101, CS200, CS215, CS216, CS501, CS503, CS506, CG502, CL101, CL103, CL105, CL201, CL203

‐ S‐001, S‐102, S‐104, S‐109, S‐302, S‐310, S‐313, S‐330, S‐335, S‐515

‐ A‐104, A‐105, A‐107, A‐108, A‐109, A‐123, A‐201, A‐202, A‐203, A‐204, A‐205, A‐206, A‐326, A‐413, A‐421, A‐428, A‐514, A‐602, A‐608, A‐609, ‐ A‐701, A‐702, A‐703, A‐704, A‐705, A‐706, A‐707, A‐708, A‐709, A‐717, A‐718, A‐719, A‐720, A‐811, A‐812

‐ P‐117, P‐600

‐ M‐507, M‐509

‐ E‐002, EL101, EL102, EL103, EL104, EL105, EL106, EL107, EL108, EL109, ES100, TS001, TS101, TS102, TS104

‐ All other drawings in Volumes 1 and 2, issued August 3, 2016 have not changed since the previous amendment(s).

- Note that the drawing revisions made in this Amendment are noted #4 on the Construction Documents.

3. The following DRAWINGS have been ADDED:

a. None

4. The following DRAWINGS have been DELETED:

a. None

SPECIFICATIONS

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety as an attachment to this Amendment:

- 05 40 00 COLD‐FORMED METAL FRAMING

- 09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

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

- 09 67 23.13 STANDARD RESINOUS FLOORING

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

- None

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

A. 09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

a. Revise the section to add items in yellow and delete items with strikeout in yellow.

CONTINUED ON NEXT PAGE

CONTINUED ON NEXT PAGE

B. SECTION 23 05 15 COMMON PIPING FOR HVAC

a. Revise the section to add items in yellow.

In PART 3 EXECUTION, 3.1 PIPE INSTALLATION, add the following paragraph:

In 3.2 VALVES add the following paragraph:

C. SECTION 10 15 13 METAL LOCKERS

Revise the section to add items in yellow and delete items with strikeout in yellow.

Revise 2.1.1 to read “Type DTC‐1: double Tier 12” wide, 12” deep, and 72” high, attached to a 6” high closed base.”

D. SECTION 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

E. SECTION 23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

Paragraph 1.3.1.k. revise to read:

F. SECTION 23 52 00 HEATING BOILERS

G. SECTION 23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM

H. SECTION 27 51 16 PUBLIC ADDRESS SYSTEMS

Revise the section title to add “AND MISCELLANEOUS AUDIO VIDEO SYSTEMS.

I. SECTION 31 23 00 EXCAVATION AND FILL

Revise the section to add items in yellow

3.14 RIP‐RAP CONSTRUCTION

J. SECTION 32 05 33 LANDSCAPE ESTABLISHMENT

K. SECTION 32 18 16.13 PLAYGROUND AND PROTECTIVE SURFACING

The playground equipment shown on drawing CD101 shall be dismantled by the Contractor.

This equipment is being salvaged to the Owner for donation. All nuts, bolts and appurtenances should be placed in a bucket all pipes neatly stacked and placed in an area designated by the Contracting Officer’s representative.

L. SECTION 32 31 13 CHAIN LINK FENCES AND GATE

M. SECTION 00 73 00 SPECIAL CONTRACT REQUIREMENTS

Paragraph 1: FAR 52.211‐10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

Delete Subparagraph a in its entirety and replace with the following:

“The Contractor shall be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than 1080 calendar days after award of the contract, except in the case that the Contracting Officer determines that seeding is not feasible during the construction period, the Contractor shall accomplish such seeding in the first planting period following the contract completion date, (iv) the work is a multi‐phased project as shown in the solicitation. While the entire work must be ready for use not later than 1080 calendar days after contract award, the

Contractor must complete the new school structure portion of the contract by the require beneficial occupancy date of 18 Apr 18. This action will not operate to extend the performance time for the balance of the work. The time stated for completion shall include final cleanup and punch list.”

Paragraph 10: RECORD DRAWINGS: Added items in yellow:

a. General: The Contractor will maintain as‐built drawings during the construction period and will submit final record drawings at the completion of the project. The Government will provide to the

Contractor the CAD (Computer‐Aided Drafting) files consisting of compact (computer) disks of the drawing files in “AutoCAD” and the BIM model in AutoCad‐Revit for the project. The Contractor is required to make prints from the CAD files and continuously maintain drawings to show current as‐built conditions for the duration of the construction. Except for updates as indicated below, the Contractor may maintain as‐built drawings by marking up drawings by hand or by CAD methods. Scanned drawings will not be acceptable. If the Government cannot provide CAD files for the project drawings, reproducible drawings will be provided. The Contractor will then be required to comply with all requirements indicated herein by the use of hand drafting.

b. Progress As‐built Prints: During construction the Contractor is responsible for maintaining up to date one set of paper prints to show as‐built construction conditions. These prints shall be kept current and available on the job site at all times. All changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accordingly and neatly recorded as they occur by means of details and notes. The Contractor will be provided responses to RFI’s and any other design changes in Autocad format. The contractor is responsible for assuring the original design is annotated properly to incorporate changes. The as‐built prints will be jointly inspected for accuracy and completeness by the Contracting Officer’s

Representative and a responsible representative of the Contractor prior to submission of each monthly pay estimate. Partial payment will be withheld (amount to be determined) if the monthly review of as‐ built drawings reveals inaccuracies or incompleteness of as‐built conditions. Progress as‐builts shall show the following information, but not limited thereto:

(1) The location and description of any utility lines, valves, or other installations of any kind within the construction area. The location includes dimensions to permanent features.

Average depth below surface shall also be indicated. The location of all underground utility lines, valve boxes or other items shall be located using a minimum of two tie‐point dimensions. All dimensions must be taken from permanent structures or points that will remain after the construction work is completed.

(2) The location and dimensions of any changes with the building and structure.

(3) Correct grade or alignment of roads, structures or utilities if any changes were made from the contract plans.

(4) Correct elevations if changes were made in site grading.

(5) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabricated, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(6) The topography and grades of all drainage installed or affected as part of the project construction.

(7) All changes, which result from contract modifications.

(8) Where contract drawings or specifications allow options, only the option selected for construction shall be shown on the as‐built prints.

(9) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler and irrigation systems.

(10) All amendments to the contract drawings issued during the solicitation period shall be posted on the as‐built drawings.

c. Hand Drafting: If reproducible drawings only are provided to the Contractor, they shall be updated using hand drafting. Only personnel proficient in the preparation of engineering drawings to standards satisfactory and acceptable to the Government shall be employed to modify the reproduction drawings or prepare additional new drawings. All additions and corrections to the contract drawings shall be neat, clean and legible, and shall match the adjacent line work and/or lettering being annotated in type, density, size and style. All drafting work shall be done using the same medium (pencil, plastic lead or ink) that was employed on the original contract drawings and with graphic lead on paper base material. The title block to be used for any new as‐built drawings shall be similar to that used on the original contract drawings.

d. Protection of Records: The Contractor shall be responsible for the protection and safety of drawings and CAD record until returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at his expense.

e. 50% As‐Built Update: At the 50% point in construction of this project (as determined by progress payments) the Contractor will update the CAD files of the project drawings in the appropriate

CAD program to show as‐built conditions as above, and submit an updated computer disk and one set of prints to the Contracting Officer for approval. If reproducible drawings only are provided to the

Contractor, they shall be updated at this stage using hand‐drafting as specified herein, and the

Contractor shall submit one set of prints to the Contracting Officer for approval. Any required corrections will be made by the Contractor before payment will be approved for this item. The

Contractor must use the updated CAD record or drawings to produce required prints.

f. Preliminary Record Drawing Submittal: At least thirty calendar (30) days before the anticipated date of final acceptance inspection the Contractor shall deliver two copies of progress prints showing final as‐ built conditions to the Contracting Officer for review and approval. These prints shall correctly show all the features of the project as it has been constructed, adding such additional drawings as may be necessary. They shall be printed from the CAD files updated in the appropriate CAD program, or from updated reproducible drawings if they were provided to the Contractor. Within ten days, the

Government will provide the Contractor one set of prints indicating required corrections to the preliminary submittal. Contractor will correct and resubmit within 5 days. Any required subsequent review and resubmission periods will each be accomplished within 5 days. Upon Government approval of the preliminary submittal, the Contractor will prepare final record drawings.

g.1.1 As‐Built BIM (if applicable): Reflect Field Changes from Final Design Submittal

Provide one (1) copy in a CD media of updated BIM model in Autodesk Revit and AutoCAD latest versions (same or newer version of Revit/AutoCAD MEP) with BIM model IFC (2x3 or better) files.

Note 2: The Contractor will be given the final design and issued for construction set of AutoCAD Dwgs and BIM models (Revit/AutoCAD MEP latest versions). The revisions in these As‐Built deliverables reflecting the significant changes in the work made during construction are based on data furnished by the contractor. Care shall be taken in any further use of this final design and issued for construction set of AutoCAD Dwgs and BIM models such as extension of this project. It is recommended that field verification of critical information be carried out to confirm the accuracy of information contained herein prior to extending the project. Architect shall not be held responsible for the accuracy of the information provided by the contractor. The Contractor is responsible for incorporating as‐built data to reflect field changes from final design submittal and resubmitting the updated as‐built BIM model in digital format. The digital files will be provided to the government in both Revit/AutoCAD MEP model files and IFC files as one complete set in a CD/DVD media. As‐Built BIM model requirements pertain to elements already modeled in final design BIM model.

g.1.2 As‐Built BIM: Installed Manufacture Information (if applicable)

Provide one (1) copy in a CD media of updated BIM model in Revit/AutoCAD latest version with BIM model IFC (2x3 or better) files.

Note 3: The Contractor will be given the final design and issued for construction set of AutoCAD Dwgs and BIM models (Revit/AutoCAD latest version). The revisions in these As‐Built deliverables reflecting the significant changes in the work made during construction are based on data furnished by the contractor. Care shall be taken in any further use of these final design and issued for construction set of

AutoCAD Dwgs and BIM models such as extension of this project. It is recommended that field verification of critical information be carried out to confirm the accuracy of information contained herein prior to extending the project. Architect shall not be held responsible for the accuracy of the information provided by the contractor. The Contractor is responsible for incorporating as‐built data to include installed manufacturer information, in addition to reflect changes from final design submittal, and resubmitting the updated as‐built BIM model in digital format. This includes updating the BIM modeled elements and related schedules to include installed manufacturer information. Manufacture information shall include Manufacturer Name, Model, Serial Number as applicable based on elements already modeled in final design BIM model:

Architecture: Windows, Doors and related Hardware, Reflected Ceiling, Manufactured Casework, Restroom Partitions and Accessories (Architecture

Models)

Mechanical: Scheduled Equipment (Mechanical Models)

Plumbing: Scheduled Equipment (Plumbing Models); Restroom/Kitchen Fixtures:

Sinks, Faucets, Toilets, Shower Equipment: Drinking Fountains (Architecture

Models)

Electrical: Power (generator / UPS / unit substation / transformers / switchboards /overcurrent protection devices) ‐ Lighting (occupancy sensors / fixtures) ‐ Fire Alarm (entire system minus cabling ‐ all devices and panels) ‐

Access Control (card readers / control panels / power supplies / access control door hardware) ‐ Telecommunications (racks / patch panels / 110 blocks / jacks)

Fire Protection: Mains and Standpipes 2" inches or greater, fire pumps and other scheduled equipment.

Lab Equipment: Scheduled Equipment ‐ Group I Equipment (Spec 11 53 00), Piping valves, Laboratory service fittings and emergency fixtures; Custom Built

Lab Furnishings Manufacturer (Lab Models: Equipment & Plumbing)

The digital files will be provided to the government in both Revit/AutoCAD latest version model files and

IFC files as one complete set in a CD/DVD media. As‐Built BIM model requirements pertain to elements already modeled in final design BIM model.

g.1.3 As‐Built COBIE: Construction Operations Building Information Exchange Spreadsheet

Provide one (1) copy in a CD media of completed COBIE Spreadsheet in Microsoft Excel format.

Note 4: The Contractor will be given the final design and issued for construction set of AutoCAD Dwgs and BIM models (Revit/AutoCAD latest version). The revisions in these as‐built deliverables reflecting the significant changes in the work made during construction are based on data furnished by the contractor. Care shall be taken in any further use of these final design documents and issued for construction set of AutoCAD Drawings and BIM models such as extension of this project. It is recommended that field verification of critical information be carried out to confirm the accuracy of information contained herein prior to extending the project. Architect shall not be held responsible for the accuracy of the information provided by the contractor. The Contractor is responsible for incorporating as‐built data relating to construction identified in the COBIE spreadsheets for all required columns including the optional data for each column as follows:

Contact Worksheet, Column 1;

Design Worksheets, Column 2, 3, 4, 5, 6 and 7;

Installation Worksheets, Column 14.

Contractor shall complete COBIE spreadsheets relating to construction information by using Final

Construction Set schedules & specs, O & M manuals, Shop Drawings, As‐Built Record Drawings, As‐Built

BIM model schedules, spare parts, warranty information, preventative maintenance and manufacturer information as applicable. The COBIE spreadsheet shall be a Microsoft Excel Spreadsheet as provided by:

http://www.wbdg.org/tools/cobiex.php

Failure to make an acceptable submission of Record Drawings will delay the Final Acceptance Inspection for the project and shall be cause for withholding any payment due the Contractor under this contract.

h. Property: All paper prints, reproducible drawings and CAD files will become property of the

Government upon final approval. Approval and acceptance of the final record drawings shall be accomplished before final payment is made to the Contractor.

i. Payment: No separate payment will be made for the as‐built and record drawings or updating of CAD files required under this contract, and all costs in connection therewith shall be considered a subsidiary obligation of the Contractor.

g.1.4 Contractor is required to complete and submit the DPW Equipment Inventory

Spreadsheet with the final as‐builts and COBIE data. See attached spreadsheet.

Paragraph 40 PARTNERSHIP IMPLEMENTATION PLAN

Delete paragraph in its entirety and replace with the following:

To more effectively accomplish this contract, the Government proposes to form a partnership with the

Contractor. This partnership would draw on the strengths of each organization in an effort to achieve a quality product within budget and on schedule. This partnership would be bilateral in make‐up and participation by the Contractor is required. A facilitator subject to approval by the Contracting Officer shall be hired by the Contractor, who would be responsible to arrange for an offsite location for the initial conference, provide all workshop materials, facilitate the conference, and compile and distribute a completed partnering agreement to all participants within 30 days after the initial partnering session.

Both parties will sign and abide by the partnering agreement. The initial conference site location will be coordinated with the Contracting Officer for approval. Contractor should plan for the attendance of approximately 15‐20 individuals from the Government in addition to the Contractor's and Sub‐ contractor's personnel. The cost of the facilitator, offsite conference facility, the partnering agreement and all other costs associated with partnering will be borne solely by the Contractor and will be included in his cost proposal. Subsequent partnership conferences will be held monthly or as required, and will be facilitated by the Government representative and held at Government facilities. For subsequent conferences the Government will prepare the agenda, and the Contractor will prepare and distribute minutes within 48 hours of the conclusion of the conference."

Paragraph 51.a (5): Contractors Key Management Personnel.

Delete entire subparagraph in its entirety and replace with the following:

"(5) Must have an Engineering Degree (civil, electrical, mechanical or structural with a minimum of 5 years professional experience as a Project

Manager.”

N. Form 1442: Section 13 A

Changed from Sealed offers in original and 5 copies to Sealed offers in original and 4 copies.

O. SECTION 08 60 45 TUBULAR DAYLIGHTING DEVICES AND TRANSLUCENT PANELS

1.5 PERFORMANCE REQUIREMENTS

Completed tubular daylighting device assemblies shall be capable of meeting the following performance requirements:

a. Air Filtration Test:

1. Single and dual glazed dome (M74 DS Type DP and DPP); passes air

Infiltration; maximum of 0.05 cfm/ft2 when tested according to

AAMA/WDMA/CSA 101/I.S.2/A440, ICC‐ES AC16, and ASTM E283.

2. Air infiltration will not exceed 0.30 cfm/sf aperture with a pressure delta of

1.57 psf across the tube when tested in accordance with ASTM E283.

3. Single and dual glazed dome (M74 DS Type DP and DPP); meets or exceeds the air leakage performance levels with a maximum 0.4 cfm/ft2 when tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440 and ASTM E283.

P. SECTION 31 11 00 CLEARING AND GRUBBING

Revise the section to add items in yellow.

3.5 GRUBBING

Grubbing consists of the removal and disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas. Remove material to be grubbed, together with logs and other organic or metallic debris not suitable for foundation purposes, to a depth of not less than 18 inches below the original surface level of the ground in areas indicated to be grubbed and in areas indicated as construction areas under this contract, such as areas for buildings, and areas to be paved. Fill depressions made by grubbing with suitable material and compact to make the surface conform with the original adjacent surface of the ground.

The West Point DPW has entered into a tree‐cutting contract that will commence

November 1, 2016 and be concluded in the winter. The tree‐cutting contract covers cutting all multi‐stemmed trees and other trees greater than 3 inches in diameter in an area of work that is in the Alternate Haul Road area and the area where the new

Elementary School will be constructed (see the tree identification on the Existing

Topographic Survey, and the work areas on the Civil Drawings). All trees will be cut a maximum 18 inches above grade. All trees shall be cut to a minimum of 8 feet in length and stacked on the landfill. All other dead trees on site shall be cut and stacked. The

Tree‐cutting Contractor shall also pick up and remove limbs and branches from the grounds.

The Tree‐cutting Contractor will access the site via a route located at the intersection of

Washington Road and Gerard Road. The Tree‐cutting Contractor shall also be responsible for chipping all limbs, branches and tree tops and placing that chip pile where directed by the COR (on the landfill).

There is no stump removal requirement under the tree‐cutting contract. Stumps will be removed as part of site work in the Elementary School Construction Contract. The

Elementary School Contractor shall remove all stacked lumber and chips as part of the construction contract.

No trees cut/felled under The Tree‐cutting Contract will be removed from the West

Point Reservation, they are the property of the Government. Among the trees that will be stacked on the landfill, the Government has determined that 41 of the trees, or approximately 13,300 board feet of timber, has the value of $4,500 and the

Construction Contractor for the Elementary School shall purchase the lumber for that amount, with a single payment to the USMA Department of Public Works.

A snake monitor must be employed by the Contractor. Following is the qualifications:

The timber rattlesnake snake monitor must be certified by NYS to handle this state protected, threatened species. For certification, the person must be familiar with snake handling equipment and the proper use to avoid injury to themselves and the snake. The person should have demonstrable experience with snake survey techniques.

The state maintains a list of certified snake handlers, and can provide. Interested qualified individuals may apply to the state for certification at any time. A state issued nuisance wildlife control license is not adequate for this purpose.

Q. Section 00 24 00 – Para. 2.3: delete 2nd sentence and replace with the following:

"The written portion of the proposal (Volume 1 ‐Technical Proposal) shall not exceed

100 pages."

R. Section 01 30 00

Items in yellow have been revised as noted:

Para 1.7.3 Project Manager Qualifications:

The Project Manager must have a minimum of 5 years' experience as a Project Manager or Superintendent on projects of similar size and complexity.

BIDDER’S QUESTIONS AND GOVERNMENT REPLY:

(Questions that may be of general interest to all Offerors 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 Offerors for information only and do not revise the solicitation, plans, or specifications.)

BIDDER’S QUESTIONS AND GOVERNMENT REPLY ATTACHED

NY160007 10/21/2016 NY07

General Decision Number: NY160007 10/21/2016 NY7

Superseded General Decision Number: NY20150007

State: New York

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 $10.15 for calendar year 2016 applies to all contracts subject to the Davis‐Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 01/15/2016 2 02/05/2016 3 04/01/2016 4 05/20/2016 5 05/27/2016 6 06/17/2016 7 07/08/2016 8 07/29/2016 9 08/19/2016 10 08/26/2016 11 09/16/2016 12 10/07/2016 13 10/21/2016

ASBE0040‐003 05/01/2016

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..........$ 33.31 21.01 Insulator/asbestos worker (includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems)....................$ 33.31 21.01

ASBE0091‐002 05/30/2016

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..........$ 39.62 38.90 Insulator/asbestos worker (Includes application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems)....................$ 39.62 38.90

BOIL0005‐001 01/01/2013

BOILERMAKER......................$ 49.47 33%+22.87+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 06/01/2016

Rates Fringes

BRICKLAYER (BUILDING

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 39.89 30.86 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 40.68 31.41

BRICKLAYER (HEAVY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 40.39 30.86 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 41.18 31.41

BRICKLAYER (HIGHWAY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo), SULLIVAN and

ULSTER COUNTIES

Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 40.39 30.86

CARP0279‐005 07/01/2016

Rates Fringes

Carpenters:

BUILDING CONSTRUCTION

Carpenters, Millwrights, Pile Drivers...............$ 34.69 25.93

HEAVY & HIGHWAY

CONSTRUCTION

Carpenters, Millwrights, Pile Drivers...............$ 34.69 25.93

CARP0740‐002 07/01/2016

DUTCHESS AND ORANGE COUNTIES

Rates Fringes

MILLWRIGHT.......................$ 40.89 38.37

CARP1556‐005 07/01/2016

DUTCHESS AND ORANGE COUNTIES

Rates Fringes

Diver Tender.....................$ 46.44 47.95 Diver............................$ 65.38 47.95 Dock Builder & Piledrivermen

DOCKBUILDER.................$ 51.63 47.95

ELEC0363‐001 04/01/2015

Rates Fringes

ELECTRICIAN

DUTCHESS (Remaining Townships), ULSTER AND

SULLIVAN COUNTIES...........$ 38.00 6%+23.70

ORANGE and DUTCHESS (Townships of Fishkill, East Fishkill and Beacon)

COUNTIES....................$ 42.00 6%+23.70

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 05/02/2016

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.....................$ 25.76 7.25%+21.75 Groundman (Digging Machine Operator)...................$ 38.64 7.25%+21.75 Groundman (Truck Driver)....$ 34.34 7.25%+21.75 Groundman Truck Driver (Tractor Trailer Unit)......$ 36.49 7.25%+21.75 Lineman and Technician......$ 42.93 7.25%+21.75 Mechanic....................$ 34.34 7.25%+21.75

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 05/02/2016

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....................$ 30.28 7.25%+21.75+a Groundman digging machine operator...................$ 45.41 7.25%+21.75+a Groundman truck driver (tractor trailer unit).....$ 42.89 7.25%+21.75+a Groundman Truck driver.....$ 40.37 7.25%+21.75+a Lineman and Technician.....$ 50.46 7.25%+21.75+a Mechanic...................$ 40.37 7.25%+21.75+a Substation:

Cable Splicer..............$ 52.75 7.25%+21.75+a Flagman....................$ 28.77 7.25%+21.75+a Ground man truck driver....$ 38.36 7.25%+21.75+a Groundman digging machine operator...................$ 43.16 7.25%+21.75+a Groundman truck driver (tractor trailer unit).....$ 40.76 7.25%+21.75+a Lineman & Technician.......$ 47.95 7.25%+21.75+a Mechanic...................$ 38.36 7.25%+21.75+a 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..............$ 54.20 7.25%+21.75+a Flagman....................$ 29.56 7.25%+21.75+a Groundman Digging Machine Operator...................$ 44.34 7.25%+21.75+a Groundman Truck Driver (tractor‐trailer unit).....$ 41.88 7.25%+21.75+a Groundman Truck Driver.....$ 39.42 7.25%+21.75+a Lineman & Technician.......$ 49.27 7.25%+21.75+a Mechanic...................$ 39.42 7.25%+21.75+a

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 05/02/2016

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.....................$ 24.99 7.25%+21.75+a Groundman (Digging Machine Operator)...................$ 37.49 7.25%+21.75+a Groundman (Truck Driver)....$ 33.32 7.25%+21.75+a Groundman Truck Driver (tractor trailer unit)......$ 35.40 7.25%+21.75+a Lineman & Technician........$ 41.65 7.25%+21.75+a Mechanic....................$ 33.32 7.25%+21.75+a

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 01/01/2014

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ELECTRICIAN (Line Construction)

TELEPHONE, CATV

FIBEROPTICS CABLE AND

EQUIPMENT

Cable splicer..............$ 29.12 3%+4.43 Groundman..................$ 12.98 3%+4.43 Installer Repairman‐ Teledata Lineman/Technician‐ Equipment Operator.........$ 27.64 3%+4.43 Tree Trimmer................$ 22.41 8.30+3%+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 01/01/2016

Rates Fringes

ELEVATOR MECHANIC................$ 53.72 29.985+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 07/01/2016

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

Power Equipment Operator

HEAVY & HIGHWAY

GROUP 1....................$ 40.46 24.75+a GROUP 2....................$ 39.55 24.75+a GROUP 3....................$ 36.98 24.75+a GROUP 4....................$ 44.46 24.75+a GROUP 5....................$ 43.46 24.75+a GROUP 6....................$ 42.46 24.75+a GROUP 7....................$ 42.07 24.75+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, Fork Lift, 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, 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, Christmas Day, provided the employee works the day before and the day after the holiday.

ENGI0106‐008 07/01/2016

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

CITY OF POUGHKEEPSIE) BUILDING CONSTRUCTION

Power equipment operators:

GROUP A(1)..................$ 41.08 24.40+a 1..........................$ 42.08 24.40+a 2..........................$ 43.08 24.40+a GROUP A.....................$ 40.61 24.40+a GROUP B.....................$ 39.65 24.40+a GROUP C.....................$ 36.92 24.40+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 03/04/2013

DUTCHESS COUNTY (POUGHKEEPSIE AND SOUTH THEREOF)

BUILDING CONSTRUCTION

Power Equipment Operator GROUP 1A....................$ 48.17 25.87+a GROUP 1B....................$ 44.35 25.87+a GROUP 2A....................$ 46.45 25.87+a GROUP 3A....................$ 44.73 25.87+a

GROUP 3B....................$ 42.55 25.87+a GROUP 4A....................$ 44.27 25.87+a GROUP 4B....................$ 37.34 25.87+a GROUP 5.....................$ 40.31 25.87+a GROUP 5A....................$ 50.57 25.87+a GROUP 5B....................$ 38.21 25.87+a GROUP 6.....................$ 40.08 25.87+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 (cableway); whirly; maintenance engineer; Lull hilift or similar; hydraulic crane 25 ton and over; cherry picker 25 tons and over; backhoe Oliver 88; fordson; dynahoe; dual purpose and similar machines;

Barber Green Loader‐euclid loader or similar type; conway or similar mucking macking machines; dragline; gradall;

shovel; backhoe etc. (crawler or truck); front end loaders;

hydraulic boom; jersey spreader; lift slab console;

letournequ or tounapull (scrapers over 20 yds struck);

mucking machines; pavement breaker (air ram); paver (concrete); road boring machine; road mix machines; ross carrier and similar machines; post hole digger; shovel (tunnels); side boom; spreader (asphalt);

scoopmobile‐tractor‐shovel over 1 1/2 yds. trenching machines vermeer concrete saw trencher and similar; tractor type demolition equipment; winch truck (a frame); hydraulic crane over 10 ton up to 25 ton); cherry picker over 10 ton up to 25 ton)

GROUP 1‐B: Compressor (steel erection); pulse meter and push button buzz box; elevator; mechanic (outside) all types;

welder; scrapers 20 yds struck and under; machine pulling sheep's foot roller; vibratory rollers; roller 4 tons and over.

GROUP 2‐A: Compactor self‐propelled; grader; bulldoze D7 and similar tractors with a draw bar horsepower of 100 or over;

bulldozer D6 and under; welder; scraper 20 yds struck and under; machine pulling sheep's foot roller; vibratory rollers.

GROUP 3‐A: Asphalt plant; boiler (high pressure); concrete mixing plants; concrete pump; firemen; forklift; forklift (electric); joy drill or similar tractor drilling machine;

loader ‐ 1 1/2 yards and under; locomotive (all sizes);

mixer concrete ‐ 21E and over; portable asphalt plant;

portable batch plant; portable crusher; quarry master;

stone crusher; well drilling machine and well point system;

cherry picker under 10 tons; hydraulic crane under 10 tons;

concert buffy; one yard an up ride on dumper (benford or similar).

GROUP 3‐B: Compressor over 125 cu. feet; conveyor belt machine regardless of size; lighting unit (portable & generator); welding machine (steel erection and excavation); and compressor plant; stud machine; ladder hoist.

GROUP 4‐A: Air tractor drill; batch plant; bending machine;

concrete…