Amendment_0003.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:

1. The Bid opening due date has been extended from 09 August 2016 to 17 August 2016 at 2:00 P.M. Eastern Standard Time (EST) at 26 Federal Plaza, Room 1843, New York N.Y. 10278

2. Revise and Reissue Draw ings and Incorporate Draw ing S-103. Please see Attached

3. Revise and Reissue Specification Section 03 30 00. Please see attached.

4. Incorporate Field Investigation Report. Please see attached.

5. Revise and Reissue the Wage Rates: NY160007 07/29/2016 NY7

6. Answ er bidder questions. Please see continuation sheet.

NOTE: Bidder must acknow ledge receipt of this amendment by the date specified in the solicitation (or as amended) by the follow ing method:

in the space provided on the SF 1442, by separate letter by signing block 15 below .

FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 52

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

16C. DATE SIGNED

BY 04-Aug-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-B-0010

X 9B. DATED (SEE ITEM 11)

01-Jul-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 X is extended, 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

04-Aug-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-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

Pershing Barracks Renovation/Modernization, West Point New York

Amendment 0003

SECTION 00 10 00 - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 09-Aug-2016 02:00 PM to 17-Aug-2016 02:00 PM.

To Bidders

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

DRAWINGS

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

- None

2. The following DRAWINGS have been REVISED and REISSUED:

- DRAWINGS (49 in Total)

G-002, V-101, CD-101, CU-101, CG-103, CG-102, CG101, L-101, L-102, L-201,

L-301, S-206, S-205, S-204, S-100, LS-100, A-100.0, A-100.1, A-104, A-120,

A-203, A-206, A-207, A-208, A-413, A-523, A-551, A-601, A-615, A-616, A-620, A-621, AD-101, M-100, M104, M-200, M-302, E-200, E-300, E-301, E-306, E-401, E-500, FA-100, P-001, P-100, P-101, F-001, F-101,

3. The following DRAWINGS have been ADDED:

- DRAWINGS (1 in Total)

- S-103

SPECIFICATIONS

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

- None

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

- None

3. The following SPECIFICATION SECTIONS have REVISED and REISSUED:

- SECTION 03 30 00 CAST IN PLACE CONCRETE

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

- None

Reports and additional documents These reports are for bidder’s reference only, and is not to be considered as a part of the Contract Documents.

Contract award will be based on what is contained in the printed Plans and Specifications in a hard copy format or Electronic Bid Set if provided and as posted in the FBO.

1-FIELD INVESTIGATION REPORT

-Pershing_FIR_03MAR15 RV -Pershing_FIR_03MAR15_Appendices RV 2-Historic pics

3-EXHIBIT - SITE UTILITIES

Questions and Answers:

(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.)

Q1‐Window Schedule" A‐620. In the notes column, it states window elevations are provided on pages A‐621 through A‐623. In review of the drawings listed on the solicitation, drawing page A‐623 is not posted. Please advise if this is noted in error or A‐623 is missing from the posted drawings and will be added.

Response: A‐623 is no longer used. Revised Drawing A‐620 is issued in Amendment 3.

Q2‐A‐523 shows details for Storefront framing. There is no specification (Division 8) for aluminum storefront. Typically 08400 heading. Please advise if specification will be made available

Response: References to storefront will be removed from the drawings. Details on sheet A523 is revised in this amendment to indicate HM frames at interior windows and aluminum windows at exterior conditions.

Q3‐The solicitation states a DAS component. Please see below.

Mechanical/Electrical/Plumbing (MEP) repairs will include fire suppression and water supply systems, fire alarm and mass notification system, fire detection/protection/monitoring/controls, heating and ventilation systems, plumbing systems, electrical systems, telecommunication and cabling systems, closed circuit television (CCTV), alarm and card access systems, public address systems, time clock systems, cable television systems, and distributed antenna systems (DAS).

I have researched the entire solicitation and have been unable to locate any reference to a DAS component within the solicitation. Can you please advise what section and where the DAS component is referenced?

Response: Refer to Communications drawings CO‐100,101,101,102,104 AND 106

” COORDINATE REMOVAL, STORAGE, TEMPORARY INSTALLATION AND REINSTALLATION OF

DISTRIBUTED ANTENNA SYSTEM (DAS) ANTENNAE ASSEMBLY AND AMPLIFIERS WITH USMA OFFICE

OF THE CHIEF INFORMATION OFFICER MR GARY ALBAUGH. REFERENCE ENVIRONMENTAL

PROTECTION SPEC

‐DAS ANTENNAS ARE TO BE REINSTALLED IN EXISTING LOCTIONS. DAS ANTENNA LOCATIONS SHOWN ON THESE PLANS ARE DIAGRAMATIC. REFERENCE DISTRIBUTED ANTENNA SYSTEM AS BUILD PLANS

DATED NOV 10, 2011

Q4: deleted

Q5‐The new DDC System is to be connected to the existing DDC Network and front‐end

Graphics.

a. What is the existing Manufacturer?

b. Will we have access to the Software to modify the existing System Graphics and

Alarming or is the Pershing Barracks a separate System?

c. Is Johnson Controls (FX) system Acceptable or is another brand required?

Mechanical Response:

a. Refer to Specification Section 23 09 23, paragraph 1.3.1, k.

b. The BAS contractor shall apply for and obtain authorization for government computer access. The BAS contractor will be given access once authorized by the Government. Existing Pershing graphics shall be deleted and new graphics, alarming and programming per the specifications shall be provided.

Refer to Specification Section 23 09 23, paragraph 1.3.1, k second paragraph for graphics packages.

c. We cannot comment on the acceptability of a specific manufacturer. Comply with the specifications and drawings. The Niagara Framework/Box Protocol is required.

Q6: Sheet M‐200 shows new 6” chilled water pipes entering the building. Sheet CU101 shows these pipes branching off of ‘new’ chilled water mains (these lines are shown dark appearing to represent newly installed piping). What size is the main chilled water pipes to be replaced?

Response: The new 6” entering Pershing will connect to a 14” x 6” Tee, which is not a part of Pershing’s scope. Provide the 6” lines as shown on the revised CU101 (Attached).

Q7: Furthermore, sheet CU101 appears to show new chilled water pipes in the northeast corner of Building 756 (Bradley Barracks). Is this work part of this project?

Response: The new chilled water pipes in the northeast corner of Building 756 are not a part of this project.

Q8‐What is the last day, date and time that contractors can submit requests for information?

Response: August 2 2016 see amendment 2

Q9‐Please see Drawing HA‐100, Note 2. Please provide Atlantic Testing Laboratories report number PT5236CE‐01‐11‐14 for reference.

Response: Provided in Amendment 2

Q10‐Please see Drawing AD‐100, note 20. Please provide the described “as‐built drawings” for reference.

Response: Provided in Amendment 2

Q11‐Specification 01 50 00 3.5.7.b (2) states “Four (6) work desks/stations to include desk, table and 4 ergonomically design chairs.” Please clarify if four (4) or six (6)

Response: Specification revised and provide in Amendment 1

Q12‐Drawing G‐002 references drawing S‐103. S‐103 is not included in our documents. Please provide.

Response: S‐103 has been provided in an amendment 3.

Q13‐Drawing G‐002 references drawing SK‐01. SK‐01 is not included in our documents. Please provide.

Response: SK‐01 is not a part of the scope. G‐002 was revised and issued in this amendment.

Q14‐Drawings AD‐405, A‐424, A‐425, A‐426 and E‐505 appear to have been added to the documents but are not reflected on drawings G‐002. Please confirm these drawings should be incorporated into the project.

Response: G‐002 drawing has been revised and issued with Amendment 3

Q15‐ Deleted

Q16‐Has a Commissioning Agent been involved in the design of this work? If so, can you divulge who that is?

Response: the contractor would retain the 3rd Party Commissioning Agent.

Q17‐Please see drawing S‐100, Note 2. Please provide the “Silman’s Field Investigation Report Dated March 3, 2015” for reference.

Response: Provided in Amendment 3

Q18‐Drawing E‐101, keyed note 2 says to replace historical exterior lights with new. Light fixture schedule on E‐500 says to retrofit historical fixtures with LED lamps.

‐Please confirm historical exterior fixtures shown on E‐101 are fixture type W1 per schedule.

‐Clarify whether lights are to be retrofitted or replaced with new.

‐Confirm quantity – E‐101 shows eight (8) existing historical exterior fixtures, but new lighting plan E‐301 only shows four (4) fixtures being (re‐)installed.

‐Are lights on roof labeled W1 to be weatherproof fixture per E‐601, Detail 6?

Response:

‐Confirmed.

‐Lights shall be retrofitted.

‐(8) shall be re‐installed, updated drawing Sheet E‐301 was revised and issued in this amendment.

‐Correct, fixtures on roof shall be weatherproof fixture per E‐601.

Q19‐Specification 23 08 00.00 10 requires the Commissioning Firm to be either a member of ACG or certified by the NEBB or the TABB. Is certification with the Building Commissioning Association (BCXA) acceptable?

Response: Comply with specifications.

Q20: Drawing L101, Note 2 references detail D1/D2 on L‐501 for concrete scoring pattern and locations of concrete scoring pattern. The referenced details are for typical concrete paving details and do not show the architectural finish required. Please provide further detail.

Response: Materials plan shown on drawings L‐101 and L‐102, layout plan on drawing L‐201, and planting plan on drawing L‐301 have been revised to more clearly indicate the scoring pattern and paving finishes for concrete.

Q21‐Specification 033000.1.2.1.a references caissons, caps and piles. These do not appear anywhere on the documents. Please confirm this specification is required.

Response: There are no caissons, caps, or piles in the project. The reference to these items has been removed.

Q22: Reference is made to S‐204 “Typical Flat Arch Repair at Mid Span” – Type 1. Spray applied concrete is referenced as well as Light Weight concrete. Please provide a specification for this scope.

Response: Detail has been updated to reference trowel‐applied repair mortar. See Specification 03

30 00.2.6.15 for details. Spray applied concrete is permitted as an alternate, see updated General

Note 9 on S‐204. Contractor to submit product and application method to COR for review if spray‐on is chosen. Specification 03 30 00 and sheet S‐204 were revised in this amendment.

Q23: Can the Spray applied concrete referenced be substituted for the similar Troweled on conditions referenced in similar sections on the S‐204 sheet? What is the Troweled on Patching

Mortar specified?

Response: Yes, see response above.

Q24‐Drawing S‐205 Section E1 & E2 references “Typical ATFP Repair”. What concrete mix design is to be used for patching these areas?

Response: There is no reference to “Typical ATFP Repair” on S‐205, please clarify. In section E1/S‐205, the only concrete referenced is for the fill above the existing slab. Silman has clarified this to be a lightweight cementitious material with a density of 60pcf, see updated drawing. There is no E2/S‐205, but if “E2” references E3/S‐205, any slab that is removed locally during installation should be replaced per the typical repair details on S‐204.

Q25‐specification 122100 calls for Window Blinds however no window treatments are noted in the drawings. Please specify locations that require window blinds.

Response: Window Blinds are to be provided for Janitorial Suite 019, Cadet Rooms, Collaboration

Rooms, Laundry rooms, Storage Room 152, TAC Offices, and TAC NCO offices, sheet A‐620 was revised and issued in this amendment.

Q26‐General demolition note 4 explains the scope of demolition work for the project. There are instances where these demolition notes conflict with the specific numbered notes on the drawings. In these cases, which note governs?

Response: The contractor is to identify the areas of conflict and notify the COR for direction.

Q27‐General demolition note 25 indicates that plaster finish at archway and exterior wall is to remain. Drawing A‐311 and A‐312 indicate new closed cellulose insulation, abuse resistant gypsum, 3‐5/8” metal stud, and plaster layer at perimeter walls. This would indicate the existing plaster on the perimeter walls will need to be removed. Please confirm.

Response: The existing plaster is to remain in place and the new wall construction shown on A‐311 and A‐312 will be placed in front of it.

Q28‐Spec indicates that Exterior Doors shall be refurbished by the National Park Service. Please confirm this applies to the following doors: 008A, 008C, 042C, 058, 106A, 130, 137, 152A, 153, 155A, 158, 161A, 161D, 543A.

Response: 008A, 008C, 042C, 058, 106A, 130, 137, 152A, 153, 155A, 158, 161A, 161D confirmed. 543A is not included.

Q29‐Spec indicates that Interior Vestibule Doors will require a full restoration. Please confirm this applies to the following doors: 155B, 155C, 161B, 161C, North double door in Room 461 (no door tag).

Response: 155B, 155C, 161B, 161C Confirmed. Not the double doors on Stair 3 461

Q30‐Please confirm all other existing doors shall be demolished and replaced with new per door schedule A‐615 and A‐616.

Response: Confirmed

Q31‐Please reference drawing A‐616 and A‐103. The north door in room 361 does not have a door tag and does not appear on the door schedule. Please advise what scope is required here.

Response: The door in question is 337A which is on the door schedule. The intent is to provide a Wood fire rated glazed door.

Q32‐Please reference drawing A‐616 and A‐104. The north door in room 461 does not have a door tag and does not appear on the door schedule. Please advise what scope is required here.

Response: The door in question is 437A which is on the door schedule. The intent is to provide a Wood fire rated glazed door.

Q33‐Please reference drawing A‐615 and A‐616. The following doors appear on the door schedule but do not appear on the plans: 162, 163, 164, 165, 166. Please confirm there is no work associated with these doors.

Response:

The following door numbers have been changed and are reissued in amendment 3:

From To

137 109

137A 109A

130 137

156A 137A

130A 137B

237A 209A

256A 237A

337A 309A

164 337A

437A 409A

165? 437A

Q34‐Please reference drawing A‐101 and A‐104. The following doors appear on the plans but do not appear on the door schedule: 130, 443. Please advise what scope is required here.

Response: Door 130 is to be refurbished by the National Park Service and will have the same hardware as door 137, sheet A‐620 was revised and reissued in this amendment.

Q35‐Please reference drawing A‐203 and A‐620. Window type J4 appears on drawing A‐203 but is not scheduled on A‐620. Please provide additional information.

Response: References and indications of window Type J4 was deleted. There is no window at this location. Sheets were revised and reissued in this amendment.

Q36‐Basement Floor Plan sheet A‐100.1 shows a window tag ‘26’ between janitorial rooms # 018 and 019; No such window tag exists in the window schedule on sheet A‐620, please clarify opening type and size.

Response: Window tag was corrected to HM‐3 (hollow metal with fixed tempered glass) Sheet is issued in Amendment 3

Q37‐Please provide a copy of the sign in sheet from the site walkthrough on July 12, 2016

Response: Provided in Amendment 2

Q38‐Please advise who the current internet provider is on campus.

Response: time warner

Q39‐Deleted

Q40‐Specification 22 05 83.63 is for Cured‐In‐Place Pipe (CIPP) Lining. We cannot tell from the drawings or the specifications where this would be required. It states it is required for the ‘wastewater piping and storm drain complete and ready for operation.’ Per the demolition drawings, all existing wastewater and storm drain piping is to be removed. Please advise.

Response: Not all stormwater and sanitary lines are proposed to be removed within the project limits.

Storm drain located southwest of the building has already been identified by the A/E as one of the lines that should be repaired. As stated in Specification 22 05 83.63 paragraph 1.3, contractor will need to “Inspect the line with CCTV and determine the overall condition of the pipe prior to starting the Pre‐conditioning of the pipe”. For clarification, please find attached exhibit highlighting sanitary and stormwater lines to remain within the project area, attached exhibit in this amendment.

Q41‐Note 2/S100 indicates that the Silman’s Field Investigation Report Dated 3‐3‐15 shall be included in the RFP Documents. Please provide a copy of this Report.

Response: Silman’s Field Investigation Report Dated 3‐3‐15 was issued with Amendment 2

Q42‐Note 2/S100, Coordination Notes 1‐9 indicate that the Contractor shall expose and document concealed or unknown conditions, notify the Architect and Engineer of any conflicts and coordinate any related testing. It is implied that the design will be adjusted or modified by the A/E based on these findings. Since the Construction Duration is only 365 days and the Abatement and Demolition will take 90 Days, is it the expectation of the Government that the Contractor will be required to work multiple shifts, weekends or overtime to provide the Design Team with enough time to address differing conditions and redesign? Additionally, since there will only be 275 Calendar Days allocated to Construction Activities, is it expected that the Contractor will also need to work multiple shifts, weekends or overtime to support the balance of the Schedule? Limiting Constraints are noted in Section 007300.0018, Item1.37a (Normal Working Hours are from 0700 to 1530, Monday to Friday) and Item 1.37b (35 Mandated Non‐Work days) and “Code Red” (weather days) are also not taken into account.

Please clarify overall expectations for allowable Work Days and Shifts.

Response: The contractor shall follow the plans and specifications. If differing site conditions are uncovered the contractor may be entitled to additional compensation through the differing site clause. This compensation may include time extensions (with or without extended overhead) and modifications to the contract price. The contract's bid should assume completing all work as depicted in the plans and specifications within the time frame allotted.

Q43‐Note 2/HA100 indicates that the Asbestos Report Dated 11‐7‐14 shall be included in the RFP Documents. Please provide a copy of this Report.

Response: Provided in Amendment 2

Q44‐Note 20/AD101 indicates that As‐Builts from the Existing Building will be included in the RFP Documents. Please provide these documents.

Response: Provided in Amendment 2

Q45‐Drawing E‐301 calls out (2) rows of Type F10 Lighting Fixtures. The Schedule on Drawing E‐500 does not include a Type 10 Fixture. Please specify.

Response: Revised updated drawing E‐301 and E‐500 with updated fixture schedule are issued in

Amendment

Q46‐deleted Q47‐deleted Q48‐deleted

Q49‐Drawing A‐523 contains Storefront Details. Please provide Storefront Specification and indicate where these systems are located in the building.

Response: References to storefront was removed from the drawings. Details on sheet A523 is revised to indicate HM frames at interior windows and aluminum windows at exterior conditions. Keynote

8.05 is revised to indicate Aluminum Window System updated drawing A‐523 is reissued in this amendment.

Q50‐Drawings S‐103 and SK‐01 are listed on the Index of Drawings but these drawings were not provided as part of the RFP.

Response: S‐103 has been revised and provided in an amendment 3. SK‐01 is not included in the drawing set and has been removed from the Index of Drawings. Index of Drawings was revised and reissued.

Q51‐Drawings S‐101, S‐102 and S‐104 do not indicate what the maximum Live Loading Capacity is for each floor.

Please provide this information relative to the maximum load (equipment and debris) that can be assumed at each floor level.

Response: Maximum live loading capacity for typical room types is provided in a table on S‐200. These values can be assumed to apply to all floors.

Q52‐Please provide a BTU Meter Schedule so they can be properly sized. Also, there is no HPS BTU Meter shown or called for. If this meter is required, please specify and locate.

Response: No HPS BTU Meter is required, all steam input to the facility is meter by the LPS meter as shown in M‐707. No BTU Meter Schedule will be provided, BTU meters are adequately specified.

System flow ranges (min and max) are provided below for associated flow meter selections:

LPS: 0 PPH to 8000 PPH.

Chilled Water: 0 GPM to 450 GPM

Heating Water: 0 GPM to 350 GPM

Q53‐ ‐Deleted Q54—Deleted

Q55‐Drawing AD‐205, Demolition Key Note D06 states “Remove Existing Window”. Are the existing security grilles to be removed and discarded?

Response: The existing security grilles are to be removed and reinstalled.

Q56‐Deleted

Q57‐Deleted

Q58‐Drawing S‐207 depicts requirement for Signed and Sealed Unistrut Design at Partition Wall Head Connection. Drawing A‐601 shows TOW Detail with Clip Angles on both side of the CMU. Which Detail applies to this project? What size are the Clip Angles and what is the required spacing? How are they to be fastened to the Terra Cotta?

Response: The unistrut system show on S‐207 is to be used at the head of the CMU walls. A‐601 has been revised and issued in amendment 3.

Q59‐Please quantify the amount of Debris to be removed from the Crawl Space as noted on Drawing A‐100.0.

Response: Contractor to assume that the entire crawl space is to be cleared. The design team was unable to survey the crawl space. Quantities will be added in sheet A‐100 and issued in amendment 3.

Q60‐Drawing S‐106 shows New Joists and Deck to be set at Elevation +215’‐3” (Southeast) and at Elevation +215’‐10” (North). The High‐Roof Structure above these areas remains in place as do the exterior walls, which provides limited access for loading the Joists and no way to utilize a crane to set them in place. Please advise as to whether it is permissible to fabricate these Joists in (2) Sections and splice them in the field due to existing constraints.

Response: Splicing joists in field is acceptable so long as the splice is designed and detailed by a licensed structural engineer hired by the contractor.

Q61‐On Drawings A‐401 and A‐402, please specify where the Paper Towel Dispensers TA‐3 are located.

Response: TA‐3 is elevated in D1/A420, B5/A‐701, and all (4) elevations on A‐702. They are located above the cut plane of the floor plans so only appear in elevations.

Q62‐deleted

Q63‐On sheet G‐002, sheet AD‐405 is missing from index of drawings.

Q64‐On sheet G‐002, sheet A‐424 to A‐426 is missing from the index of drawings.

Response: The drawing index has been revised and reissued in Amendment 3.

Q65‐ Sheet A‐551 does not fit the page in pdf. Please confirm and reissue a fixed sheet.

Response: A‐551 has been revised and reissued in Amendment 3.

Q66‐On sheet G‐002, sheet E‐505 is missing from the index of drawings.

Response: The drawing index has been revised and reissued in Amendment 3.

Q67‐Extension of MV Feeders #4 and #8 from Existing MV Manhole to the new Alternate Selector Switch are not sized on Drawing E‐401. Designation is “MV‐105 & (1) #4/0 600V GND.” Please confirm that this should read “(3) #4/0 MV‐105 & (1) #4/0 600V GND.” If not, please specify Conductor Sizes.

Response: Confirmed; should read (3)#4/0 MV‐105 & (1)#4/0 600V GND and drawing has been revised and reissued in Amendment 3.

Q68‐There is no “As‐Built” or Restoration Detail provided for the areas that will be disturbed by New Underground Utility Work that is scheduled for Thayer Walk. Please furnish this information.

Response: Not all stormwater and sanitary lines are proposed to be removed within the project limits. Storm drain located southwest of the building has already being identify by the A/E as one of the lines that should be repaired. As stated in Specification 22 05 83.63 paragraph 1.3, contractor will need to “Inspect the line with CCTV and determine the overall condition of the pipe prior to starting the Pre‐conditioning of the pipe”. For clarification, please find attached exhibit highlighting sanitary and stormwater lines to remain within the project area.

Q69‐Site Survey Drawing V‐101 depicts existing Direct Buried 14” CHWS and CHWR and (2) Empty 4” PVC Conduits extending from Eisenhower to Bradley with 14” x 6” T Connections for Pershing. Drawings CG102, CG103 and CU101 depict these lines in bold as if they were to be treated as “New”. The 6” CHWS

& CHWR from the connection point at the Main to the Service Entry at Room 039 are shown on Drawing M‐401 and in Note 17 on Drawing CU101. Please confirm that the 14” CHW Mains, (2) 4” PVC Conduits and (2) 14” x 6” T Connections are NIC.

Response: Confirmed. The 14” CHW Mains, (2) 4” PVC Conduits and (2) 14”x6” T Connection are NIC.

See also revised V‐101,CD101,CG101,CG102,CG103,CU101 issued in Amendment 3

Q70‐CLIN 0027, Option Item 6: Please clarify and quantify the scope of work associated with this Line Item. Since the RFP Documents do not include an Exterior Masonry Survey, it is impossible for the Contractor to determine the Square Footage (or LF) of Joints that will require Repointing. Is the intent to have the entire Exterior Granite Façade Raked and Repointed?

Response: The intent is to have the entire granite façade raked and repointed.

Q71‐Drawings A‐203 and A‐205 show window J8 at the Roof Level. This window does appear on the Window Schedule (A‐620) as “Fixed”, but is not shown on Window Type Elevations (A‐621, A‐622).

Drawing A‐543 shows these windows in section view with Key Note 8 05 “Aluminum Store Front Window System As Scheduled” The dimensions, however, appear to match SF1 as shown on A‐621; is this intended to be J8?

Response: Window Type J8 is a fixed aluminum frame containing glazing type E. Specification 0851 13 addresses Aluminum Windows. Keynote 8.05 will be revised to state ’Aluminum Window System as Scheduled’. Drawing E7/A‐621 has been revised and reissued in Amendment 3 and retitled to Type J8.

Head, jamb, and sill details on A‐523 revised and reissued in this amendment to indicate aluminum window. Drawing E6/A‐621 revised and reissued in this amendment retitled to Type HM3 and head, jamb, and sill details on A‐523 revised and reissued in this amendment revised to indicate hollow metal. A‐523, A‐620, A‐621, was revised in this amendment.

Q72‐Drawing A‐203 South Elevation shows window J4. This window does not appear on the Window Schedule (A‐620) or Window Type Elevations (A‐621, A‐622). The dimensions, however, appear to match SF2 as shown on A‐621; is this intended to be J4?

Response: References and indications of window Type J4 has been deleted. There is no window at this location. Sheets revised and reissued in this amendment.

Q73‐Specification Section 033000 Section 1.2.1.a references caissons, caps and piles. Please confirm that project does not contain any caissons, caps or piles, as they are not indicated on the Drawings.

Response: There are no caissons, caps, or piles in the project. The reference to these items has been removed. Revised 03 30 00 has been issued with Amendment 3.

Q74‐CLIN 0024, Option Item 3: Please clarify and quantify the scope of work associated with this Line Item. Since the RFP Documents do not include an Exterior Retaining Wall Survey, it is impossible for the Contractor to determine the Square Footage of Wall Area that will require Repair.

Response: The retaining walls that need to be repaired are indicated on CU101. Refer to note 16.

Q75‐Reference is made to S‐204 “Typical Flat Arch Repair at Mid Span” – Type 1. Spray applied concrete is referenced. Also Light Weight concrete is reference. Is this to be Gunite or Shotcrete? Please provide a specification for this application.

Response: Detail has been updated to reference trowel‐applied repair mortar. See Specification

033000.2.6.15 for details. Spray applied concrete (Shotcrete) is permitted as an alternate, see updated General Note 9 on S‐204. Contractor to submit product and application method to EOR for review if spray‐on is chosen.

Q76‐Can the Spray applied concrete referenced be substituted for the similar Troweled on conditions referenced in similar sections on the S‐204 sheet? Please provide the Troweled on Patching Mortar specification.

Response: Detail has been updated to reference trowel‐applied repair mortar. See Specification

033000.2.6.15 for details. Spray applied concrete (Shotcrete) is permitted as an alternate, see updated General Note 9 on S‐204. Contractor to submit product and application method to EOR for review if spray‐on is chosen.

Q77‐Drawing S‐205 Section E1 & E2 references “Typical ATFP Repair”. What concrete mix design is to be used for patching these areas?

Response: There is no reference to “Typical ATFP Repair” on S‐205, please clarify. In section E1/S‐ 205, the only concrete referenced is for the fill above the existing slab. Silman has clarified this to be a lightweight cementitious material with a density of 60pcf, see updated drawing. There is no E2/S‐ 205, but if “E2” references E3/S‐205, any slab that is removed locally during installation should be replaced per the typical repair details on S‐204.

Q78‐Please provide scoring pattern for the Standard Concrete Pavement indicated in Keynotes item 2 on Drawing L‐101?

Response: Materials plan shown on drawings L‐101 and L‐102, layout plan on drawing L‐201, and planting plan on drawing L‐301 have been revised to more clearly indicate the scoring pattern and paving finishes for concrete.

Q79‐Drawing L‐101 indicates Integral Color Stamped Concrete and Standard Concrete Paving. The Sally Port area indicates all Stamped Colored Concrete per the legend but the Keynotes indicated both Stamped Color Concrete and Standard Concrete. Please confirm if the locations on Drawing L‐301 are the correct locations for the Stamped Color Concrete and Standard Concrete and revise Drawing L‐101.

Response: Materials plan shown on drawings L‐101 and L‐102, layout plan on drawing L‐201, and planting plan on drawing L‐301 have been revised to more clearly indicate the scoring pattern and paving finishes for concrete.

Q80‐Drawing A‐201, East Elevation – Part A, shows a window noted as “1.?ARCH” above door 155A. This door is listed in the Door Schedule (A‐615) as having a HM from type “S6”, which includes an arched transom. As this is noted as “Existing to be refurbished”, is this a non‐issue? Or, is this to be part of the door frame, or will it be a window frame? If a window, which window tag will it be?

Response: The “1.?ARCH” is a graphical error. Door 155A is “Existing to be refurbished.”

Q81‐Please classify the location(s) and nature of the 5,000 SF of Lead Base Paint to be removed under CLIN 0011. Is the total quantity spread out over multiple locations or contained within a single area? Is the removal from stair components? Wood trim? Walls?

Response: The quantity is spread out over multiple locations.

Q82‐ Reference Janitorial Elevation D1 on Drawing A‐420. Where is this casework located? Floor Plans do not show it in Rooms 201 and 407.

Response: See D1A‐402 ENLARGED BASEMENT PLAN – RESTROOMS AND JANITORIAL SUITE

Q83‐Reference Drawing A‐413. Elevations are shown for “Gaming Room” but the Floor Plans and Finish Schedules do not indicate that this room exists. Please clarify.

Response: References for the Gaming Room will be removed. The “Gaming Room” is Storage Room

152. A‐413‐ has been revised and reissued in Amendment 3.

Q84‐deleted Q85‐deleted Q86‐deleted

Q87‐Can you confirm the height of the masonry walls on the Fourth Floor.

‐ Building sections on A‐301 do not show them going to roof deck.

‐The walls scale 12’ high Response: The walls on the fourth floor that are located below flat roof must go to the roof deck above. Walls that are below the pitch metal roof (ie. North and Southeast Wings) are to extend 8” above the ceiling.

Q88‐We did not get drawing S‐103 when we done loaded the files.

‐Listed in Index of Drawings as Third Floor Framing Plan.

Response: S‐103 has been provided in an amendment 3.

Q89‐The drawing G‐002, Index of drawings, shows drawing S‐103 “Third floor framing plan”.

This drawing does not exist. Please provide.

Response: S‐103 has been provided in an amendment 3.

Q90‐A List of Drawings is not included. Please provide.

Response: A revised list of drawings has been provided in this amendment.

Q91‐Please confirm that the Architect and Design Consultants will provide the contractor with all the CAD files’ backgrounds at no cost to the Contractor.

Response: The Design Team will provide CAD files to the owner for their distribution to the contractor awarded the job.

Q92‐Please confirm that the bid proposal is not to include any telecommunications work.

Response: The bid proposal is to include the telecommunications work shown in the contract documents

Q93‐Please confirm that the AV clock and security work is not to be included in the bid and only empty conduits are to be included.

Response: The bid proposal is to include the telecommunications work shown in the contract documents

Q94‐: 1‐ S‐103 missing

Response: Sheet S‐103 has been provided in amendment 3.

Q95‐Key note D90 on drawing AD140 called for removal of metal roofing. Elevation D1,D2,D4, & 06 on drawing AD204 show key note D89 Remove membrane roofing system; please clarify

Response: The metal roof panel system and the existing membrane roof are to be removed and replaced.

Q96‐Keynote 15/CU‐101 indicates 8” LP and 3” R Steam Pipes are to be direct buried. Drawing M‐200 shows an 8” LPS, 3” P.C. and a 4” H.P.S. at this location. Neither drawing indicates if the T connections at the mains are to be replaced. Please clarify what is required.

Response: Tees in the steam and condensate mains are not required to be replaced. Weldo‐lets may be used for connections to the steam mains. Keynote 15 on Sheet CU‐101 have been revised to match Drawing M‐200.

Q97‐Roof top Duct on Drawing M‐106 is depicted with a continuation line at Gridline 4, but the duct is not continued anywhere on the drawing. Drawing M‐104 locates these risers past Line 4. Please confirm these 3 Duct risers penetrate the standing seam roof or revise Drawing M‐106.

Response: The duct continues as shown on Section 1/M‐501 and then continues down to 4th floor ceiling as shown on A1/M‐104.

Q98‐Please advise if it is the intention to have 2 coats for the base coat and 1 coat for the finish coat of the product. Product limitations will not achieve 1/2" thickness in 1 coat of each.

Response: 2 Basecoats and 1 finish coat is an acceptable application if recommended by the manufacturer to achieve total 1/2" thickness.

Q99‐Are existing concrete columns or existing gypsym board to receive new plaster finish.

Response: The question does not provide specific locations, however new plaster finish to be applied to new or existing substrates where called for in the drawings or finish schedules.

Q100: Drawing AD‐101 indicates selective demolition of broken ceramic tile in stair 1. Please provide a quantity for bidding purposes.

Response: For bidding purposes, assume a 20% removal and replacement of the total existing tile in stair 1.

WAGE RATES:

General Decision Number: NY160007 07/29/2016 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

ASBE0040‐003 05/01/2015

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..........$ 32.52 20.55 Insulator/asbestos worker (includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems)....................$ 32.52 20.55

ASBE0091‐002 05/27/2013

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..........$ 24.55 9.95 Insulator/asbestos worker (Includes application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems)....................$ 35.40 32.19

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 06/01/2015

Rates Fringes

BRICKLAYER (BUILDING

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 39.14 28.90 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 39.93 29.45

BRICKLAYER (HEAVY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo) and ULSTER COUNTIES Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 39.64 28.90 ORANGE COUNTY (Town of Tuxedo) Bricklayers, Cement Masons, Plasterers, Stone Masons.....................$ 40.43 29.45

BRICKLAYER (HIGHWAY

CONSTRUCTION)

DUTCHESS, ORANGE

(Excluding the town of Tuxedo), SULLIVAN and

ULSTER COUNTIES

Bricklayers, Cement Masons, Plasterers, Stone

Masons.....................$ 39.64 28.90

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

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

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

Rates Fringes

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,…