W912P6-14-B-0011-0003.pdf

W81G6641567706

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

SUBJECT: W912P6-14-B-0011, "Permanent Barrier I Building"

CONTINUED ON NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 10-Sep-2014

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 W912P6-14-B-0011

X 9B. DATED (SEE ITEM 11)

12-Aug-2014

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 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

10-Sep-2014

CODE

U. S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P6-14-B-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. AMENDED PROJECT SPECIFICATION SECTIONS: Please see the list of USACE answers to Contractor Inquiries for more information on these amended specification sections:

i. Section 04 20 00 – MASONARY – paragraph 2.2.2, specification updated.

ii. Section 04 21 13.13 – NONBEARING MASONRY VENEER/STEEL STUD WALS, paragraph

2.1.1, updated Concrete Masonry Unit.

iii. Section 21 22 00 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

a. Edited paragraph 1.2.3, Performance Requirements, per design.

b. Edited paragraph SD-03, per design.

c. Edited paragraph SD-08, per design.

d. Added paragraph 2.9 HIGH SECURITY KEY BOX, per design.

e. Added paragraph 3.4 HIGH SECURITY KEY BOX, per design.

iv. Sections 22 00 00 PLUMBING, GENERAL PURPOSE

a. Edited paragraph SD-03, per design.

b. Edited paragraph SD-06, per design.

c. Deleted paragraph 2.4.3, Sanitary Holding Tank per design.

d. Added paragraph 2.5 SANITARY WASTE CONTAINMENT SYSTEM, per design.

e. Edited paragraph 2.6 ELECTRICAL WORK, per design.

v. Sections 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

a. Edited paragraph SD-03, per design.

b. Edited paragraph 3.2.6 Control and Security Room Exposed Ductwork, per contractor comments.

c. Deleted paragraph 3.2.7 Acoustical Duct Lining, per contractor comments.

vi. Sections 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

a. Deleted paragraph 2.4.2 Acoustical Duct Lining, per contractor comment.

b. Edited paragraph 3.3.2 Insulation and Vapor Retarder/Vapor Barrier for Cold Air Duct, per contractor comment

vii. Sections 26 41 00 LIGHTNING PROTECTION SYSTEM – edited paragraph 1.4.4 Lightning

Protection UL Master Label System Inspection Certificate, per design.

viii. Section 33 20 00 WATER WELLS – paragraph edited 3.7.1.k Well Development Records, per design.

B. AMENDED PROJECT DRAWING SHEETS: Please see the list of USACE answer to Contractor Inquiries for more information on these amended drawings:

i. G-001-LOCATION AND VICINITY MAP

ii. G-002-SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTES

iii. C-101-WORK LIMITS

iv. C-104-SITE PLAN BARRIER IIB

v. C-106-SITE PLAN

vi. C-107-SITE PLAN WEST SIDE

vii. C-302-TYPICAL ROADWAY CROSS SECTION, DUCT BANK AND WALKWAY LAYOUT

viii. C-307-PARASITIC & ELECTRODE DUCT BANK

ix. C-302-PARASITIC CONTROL CABINET SLAB & BURRIED CONDUIT

x. A-103-FIRST FLOOR PLAN BAY 2-3 CONFERENCE-BRIEFING ROOM, VIEW FIRST

FLOOR PLAN BAY 3-4

xi. A-301-TYPICAL SECTIONS BAYS 1-2 2-3 3-4

xii. A-302-TYPICAL SECTION BAYS 4-5 5-6 6-7 7-8

xiii. A-303-TYPICAL SECTION BAYS 8-9 9-10 10-11 11-12

xiv. A-304-TYPICAL SECTION BAYS 12-13 13-14 14-15

xv. S-704-PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FAÇADE OPENINGS

(Previously Sheet S-703)

xvi. FP-101-FIRST FLOOR FIRE SUPPRESSION PLAN

xvii. P-001-PLUMBING KEY PLAN

xviii. P-101-ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUT

xix. P-102-PRODUCTION WING FIRST FLOOR WATER PIPING LAYOUT

xx. P-103-ADMINISTRATION WING SECOND FLOOR WATER PIPING LAYOUT

xxi. P-107-PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT

xxii. P-108-PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 2

xxiii. P-109-PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 3

xxiv. P-110-ADMINISTRATION WING SECOND FLOOR SANITARY PIPING LAYOUT

xxv. P-111-LOFT SPACE SUPPLY AND SANITARY PIPING LAYOUTS

xxvi. P-501-PLUMBING DETAILS

xxvii. P-502-PLUMBING DETAILS 2 (Sheet Removed) xxviii. P-601-WATER PIPING SCHEMATIC

xxix. P-602-SANITARY PIPING SCHEMATIC

xxx. P-603-PLUMBING SCHEDULES

xxxi. M-108-LOFT ROOM, CONTROL ROOM, AND SERVER ROOM FLOOR PLANS

xxxii. M-308-HVAC NORTH MECHANICAL ROOM TRANSVERSE SECTION xxxiii. M-502-DETAILS 2

xxxiv. M-503-DETAILS 3

xxxv. M-601-BARRIER I LIQUID COOLING SYSTEM ONE LINE DIAGRAM

xxxvi. E-104-ELECTRICAL FIRST FLOOR PLAN xxxvii. E-108-ELECTRICAL SECOND FLOOR PLAN xxxviii. E-113-ELECTRICAL UNDERGROUND PLAN

xxxix. E-114-ELECTRICAL UNDERGROUND PLAN

xl. E-115-LIGHTING FIRST FLOOR PLAN xli. E-119-LIGHTING SECOND FLOOR PLAN xlii. E-503-ELECTRICAL DETAILS xliii. E-601-ELECTRICAL ONE-LINE xliv. E-701-ELECTRICAL SCHEDULES xlv. E-702-ELECTRICAL SCHEDULES xlvi. ES-001-34.5 KV ELECTRICAL SITE KEY PLAN xlvii. EY-001-ELECTRONIC SECURITY SYSTEM SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

xlviii. EY-102-FIRST FLOOR ESS PLAN AREA A&B xlix. EY-104-SECOND FLOOR ESS PLAN AREA A&B

l. EY-201-ELECTRONIC SECURITY SYSTEM DOOR DETAILS

li. EY-202-ELECTRONIC SECURITY SYSTEM DOOR DETAILS lii. T-001-ELECTRICAL LEGEND

C. ADDED PROJECT DRAWING SHEET: The following project drawing sheets were inadvertently omitted from the Solicitation and are hereby added:

i. S-601-STRUCTURAL SCHEDULES, CONCRETE WALL SCHEDULE

ii. S-701-LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 1

iii. S-702-LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 2

iv. S-703-LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 3

v. A-001-GENERAL NOTES

D. SECTION 00700 – DFAR CLAUSE 252.236-7001 has been revised to include an updated comprehensive list of Project Drawing Sheets.

E. CONTRACTOR INQUIRIES: Enclosed in this amendment are the USACE responses to Contractor’s inquiries. Please refer to these answers from more detailed information on the modified specifications and drawings listed above.

F. Construction Wage Rate Requirement IL140011 dated 08/15/2014 is hereby replaced with the correct

Construction Wage Rate Requirement IL140008 dated 09/05/2014.

G. BID OPENING: The Bid Opening date is hereby changed from 12 September 2014 to 17 September 2014.

The time of the Bid Opening remains unchanged at 2:00PM CST.

H. POINT OF CONTACT: The POC for this amendment is Alex Heinzel at (312) 846-5368 or alex.heinzel@usace.army.mil.

(End of Summary of Changes)

Permanent Fish Barrier Building 1 Contractor Inquires

AMD 0003

1. Q: What types of conduit are acceptable for branch lighting, power, and distribution feeders for surface mounted and concealed Conduits? Galvanized Rigid Conduit? Is EMT acceptable as well?

A: Please use Rigid Metal/Steel Conduit. (For branch lighting, power, and distribution feeders for surface mounted and concealed conduit), as referred to in specification section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, para 3.1.3 Wiring Methods, as revised in Amendment 0002.

2. Q: Is the Barrier I Power Distribution Building existing? Is there any work under this contract in this building?

A: The Power Distribution Building does not exist and will be constructed under a separate contract.

Sheets R-001 and R-002 are for reference only.

3. Q: What is the specification for the wheel chair lift?

A: The wheel chair lift has been revised to an Elevator, in this Amendment 0003. Please see Sheet A-001 GENERAL NOTES, ELEVATOR REQUIREMENTS for details.

4. Q: Where are stairs and stair railings detailed?

A: Stairs are detailed on Sheets S-701 LOBBY STAIRS PLAN ELEVATION SECTIONS AND

DETAILS SHEET 1, S-702 LOBBY STAIRS PLAN ELEVATION SECTIONS AND DETAILS SHEET

2, and S-703 LOBBY STAIRS PLAN ELEVATION SECTIONS AND DETAILS SHEET 3. Stair Rail Details will be provided under a separate Amendment to be issued by 12 September 2014.

5. Q: Where are flooring finishes specified?

A: In Specification Section 09 67 23.13 Standard Resinous Flooring, and Section 06 69 13 Rigid Grid Access Flooring.

6. Q: Drawing A-100 – Architectural elevations are typically annotated to identify finishes, is this information forthcoming?

A: This information has been incorporated, in this Amendment 0003, into Sheets A-301 TYPICAL SECTIONS BAYS 1-2 2-3 3-4, A-302 TYPICAL SECTION BAYS 4-5 5-6 6-7 7-8, A-303 TYPICAL SECTION BAYS 8-9 9-10 10-11 11-12, and A-304 TYPICAL SECTION BAYS 12-13 13-14 14-15.

7. Q: With the high voltage electrical duct bank being an option (Bid Item 0011) the supply of power to the building is outside of the contractor’s control for the base bid. This could affects startup and testing of all electrical and mechanical equipment. Electrical power not being delivered to the site when needed could delay project completion, impact contractor productivity and trigger warranty issues if installed equipment cannot be started, tested and commissioned in a timely manner. What date shall we assume permanent power will be available?

A: The contractor should anticipate not having permanent utility power at time of commissioning. By this Amendment 0003, specification SECTION 01 52 02 TEMPORARY CONSTRUCTION FACILITIES, paragraph 1.4.2 has been revised to address this matter.

8. Q: Drawing C-106: Existing demo barrier office trailer to be demolished appears to be within the “option area”. Please verify this is to be included in the option area pricing.

A: The Base and Option Bid area work limits have been revised, by this Amendment 0003, on Sheet C-

101. The demolition of the Demonstration Barrier trailer shall be included in the Base Bid.

9. Q: Drawing C-106: Is topographic information available for the option area grading? This information is needed to determine cuts and fills as well as if soils are required to be hauled-in or hauled-off.

A: In Amendment 0002, the existing contours were better defined on the Civil sheets, as well as, additional soil boring information was provided for your use in specification section 00 31 32.13 03 SUBSURFACE

DRILLING AND SAMPLING INFORMATION.

10. Q: Drawing C-106: What is the desired slope for drainage of the option area? The note indicates to grade to 586 but also to provide positive drainage. If graded to 586 the area will be flat and not drain. This is a fairly large area and more direction is needed to achieve expectations. Please advise.

A: Sheet C-106 has been revised by this Amendment 0003 to show the proposed grading in the area, to better clarify drainage.

11. Q: Drawing C-107 & C-307: Drawing C-107 refers to C-307 for an access vault detail. The access vault detail on C-307 is labeled future N.I.C. Please advise.

A: By this Amendment 0003, Sheet C-307 has been revised to remove the N.I.C label. The access vault construction is included in this project.

12. Q: Drawing C-107 & C-308: Drawing C-107 refers to C-308 for parasitic control cabinet slab details. The parasitic control cabinet slab detail on C-308 is labeled future N.I.C. Please advise.

A: By this Amendment 0003, Sheet C-308 has been revised to remove the N.I.C label. The parasitic control cabinet slab construction is included in this project.

13. Q: Drawing C-308: The parasitic control cabinet slab detail calls out installation of a Load interrupter switch. Is the switch supplied by others or a contract deliverable? There is no parasitic wiring or terminations called out – is this intentional?

A: By this Amendment 0003, Sheet C-308 has been revised to state the Load Interrupter Switch/Control Cabinet will be completed by others and is not in this project.

14. Q: Drawing C-105: There are two locations along the edge of the canal where the contractor is to fill a void with flowable fill. These areas appear to extend under the building. Therefore, the structural integrity of the building would seem to rely on whatever fill is placed in the subject locations. Is there any structural design criterion for these fills?

A: By this Amendment 0003, note has been added to Sheets C-105 and C-107 to state the flowable fill be 3000 PSI concrete with an 8” slump.

15. Q: We have found a discrepancy between the specifications and the drawings and hope you can get clarification on our behalf. Specifically, Specification Section 23 64 26, 2.5 calls for valves for CPVC piping to have seals made of EPDM material. Sheet M-610, which lists the valves in the Mechanical Schedule, calls for the valves to have FPM O-ring seals, which a variation of Viton® and considerably more expensive than the EPDM listed in the specification. Please advise the proper seal material required for the CPVC valves on this project.

A: By this Amendment 0003, Sheet M-610 has been revised to state valve seals shall be EPDM.

16. Q: The foundation plan on S-101 appears to show walls at the following locations, but there is no information regarding height, thickness or reinforcing. Please provide information regarding walls in these areas if applicable:

a. A Line, 8 to 9

b. A Line, 13 to 15

c. A Line, 15 to 16

d. 1 Line, A to C

e. B.5 Line, 14 to 15

f. D Line, 4 to 5

g. D Line, 12 to 14

h. D Line, 15 to 16

A: Wall heights are shown in the Typical Building Section sheets and thicknesses are shown on Sheet A- 401 EXTERIOR WALLS TYPICAL DETAIL SECTIONS, included in this Amendment 0003.

17. Q: Architectural plans (ref. A-103) show small columns between main column lines at various locations, details of these walls cannot be found regarding dimensions or reinforcing. Please direct us to the correct details.

A: Please see Sheet S-704 PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FACADE OPENINGS added to this set as part of this Amendment 0003.

18. Q: Floor & Ceiling Work:

a. Please provide a room finish schedule and confirm if there are any floor or ceiling finishes included in the scope of work as shown on Sheet A-101.

b. Please provide specifications for flooring and ceiling work applicable.

c. Please provide a reflected ceiling plan for any acoustical or drywall ceilings required.

A: a. More information on Finishes will be provided in a separate Amendment to be issued by 12 September.

b. Specification Section 09 67 23.13 Standard Resinous Flooring, and Section 06 69 13 Rigid Grid Access Flooring cover flooring.

c. Additional ceiling details will be provided in a separate Amendment to be issued by 12 September.

19. Q: Notes direct you to Sheet A-501& A-502 for Window Details that are not found. Please provide window details.

A: Window Details can be found on Sheet A-505 TYPICAL ARCHITECTURAL DETAILS WINDOWS.

20. Q: Door System A-112 appears to be an aluminum storefront with a transom. Please advise if this is correct and that the door system would be blast proof with blast proof windows alongside the door system.

A: To clarify, yes it is required to be Blast Proof and it is a steel door window lights.

21. Q: Please provide a Door & Hardware Schedule including information on the interior, exterior, and closet doors. Sheet A-101 Plan View & the EY Sheets provide reference to doors but we need to be able to confirm door types, quantities, and locations for the interior doors as well as the exterior doors. Please advise if there are any aluminum storefront door systems in the scope of work. Please provide specifications for interior and exterior doors and frames.

A: There are no Aluminum doors in the set. Please see Specification Sections o8 11 13 STEEL DOORS AND FRAMES and Section 08 71 00 DOOR HARDWARE. The EY sheets EY-201 & 202 are provided as “Typical” conduit and equipment layouts or design for the ESS only.

22. Q: Sheet EY-101 & EY-201 Shows a Roll Up Door. Please provide specifications for this system.

A: The EY sheets EY-201 & 202 are provided as “Typical” conduit and equipment layouts or design for the ESS only. This is covered in specification section 08 33 23 OVERHEAD COILING DOORS.

23. Q: Drawing C-301 shows an elevation section of FRP guardrail and references drawings C-105, C-106, C-

107. These drawings do not show the locations of the guardrail. Can you advise on the total lineal feet of guardrail required for this project and or provide any missing details.

A: In this Amendment 0003, a note has been added to Sheet C-302, Walkway and Ductbank Layout, stating railing shall be installed along the canal side of the walkway.

24. Q: Please provide a specification for the pre-cast hollow core roof planks.

A: They are covered in Specification Section 03 45 33 PRECAST PRESTRESSED STRUCTURAL

CONCRETE.

25. Q: Sheet A-103 shows a Wheel Chair Lift. Please confirm if this is in the project scope of work and provide specification, as applicable.

A: The wheel chair lift has been revised to an Elevator, in this Amendment 0003. Please see Sheet A-001 GENERAL NOTES, ELEVATOR REQUIREMENTS for details.

26. Q: Cubicles and Furniture are noted on drawings, but this scope of work does not have specifications.

Please confirm if Cubicles and Furniture are included in the current project scope of work for supply and / or installation.

A: There is no furniture in this contract.

27. Q: Are Toilet Accessories and Partitions included in the current project scope of work? If so, please provide specifications and sectional views of what is required.

A: Please see Specification Sections 10 21 13 TOILET COMPARTMENTS and 10 28 13 TOILET ACCESSORIES also see Sheet A-301 TYPICAL SECTIONS BAYS 1-2 2-3 3-4.

28. Q: Drawing E113 & E114 show a ground loop around the building. There is no specific detail for this cable installation. Review of the ground rod connection detail and the pig tail details, 2 and 3 on E-503 respectively seem to indicate the cable is supposed to be installed within a 32” deep x 6” wide trench.

Please verify the cable is to be installed in a continuous trench. The referenced details identify “ground enhancement material” – what is the specification for this material? An unspecified layer of trench topping is shown but not specified – please advise.

A: Please install cable 32” deep. Decrease width of 6” Wide trench as necessary to facilitate installation of ground loop wire. Ground Enhancement Material: A low resistance carbon based backfill. Material shall not contain bentonite or concrete components. (Design Basis: Ultra Fill Ground Enhancement Material).

Please use backfill with 2” or smaller aggregate for unspecified layer. Please refer to sheet E-503 for the above mentioned information which has been included in this Amendment 0003.

29. Q: If the ground loop is supposed to be installed in a trench as described above we have serious concerns about the design. Equipment used to cut a trench like this in rock generally requires 6’ of stable ground on each side of the trench. If done by hand it is extremely expensive and a hazardous proposition. Lastly, there is concern about the stability of the top edge of the canal. The surface layers of exposed bedrock are somewhat fragmented due to exposure to the elements. A continuous 6” wide by 32” deep trench cut into the bedrock 2’ off the edge of the existing bedrock bank would de-stabilize the edge of the bank and most likely cause it to break-off and fall into the canal. Please advise.

A: Omit Hand-holes, Ground Rods and Inspection Wells where stability of the earth is a concern. Please decrease width of 6” wide trench where necessary to avoid destabilizing the edge of bank. Please refer to sheet E-503 for the above mentioned information which has been included in this Amendment 0003.

30. Q: We have concerns about the feasibility of the Ground Rod Detail 2 on E-503. Specifically, drilling a 12” deep 1” hole at the bottom of a 19’ deep 4” hole at the bottom of a 6” wide x 32” deep trench is going to be a challenge. Keeping it open for installation of the ground rod compounds the challenge. The connection between the ground cable and the ground rod must be made on the ground surface. The cable and ground rod assembly must then be lowered into the trench and into the ground rod hole. Getting the end of the ground rod into the 1” hole at the bottom working from inside a 6” trench will be nearly impossible. There are over 40 ground rods to be installed in this manner. We recommend extending the 4” hole to 20’ and deleting the 1” hole at the bottom. Please advise.

A: Concur. Please extend 4” hole to 20’ as noted above. Please refer to sheet E-503 for the above mentioned information which has been included in this Amendment 0003.

31. Q: Drawing E113 & E114 shows numbered hand holes. HH-C13 (near Col. Line 4) is labeled with a “Typical” Detail 2 on E-501. This detail is a type B hand hole. It would appear the “C” designation refers to a type C hand hole. If not, how are we to know which detail applies to each hand hole location?

A: Concur. Provide type C hand-hole. Label should reference Detail 3 on E-501 instead of Detail 2 on E-

501. Please see corrected sheet E-113, in Amendment 0002.

32. Q: Drawing E-114 shows two large hand holes at the far right side of the sheet that are not tagged with a detail designation. Please advise.

A: Revised drawing indicates detail designation. Use Detail 1 on sheet E-501, Type A Hand-hole for these hand-holes. Please refer to Sheet E-114, in this Amendment 0003.

33. Q: Drawing E113 & E114 include a note to include an inspection well at hand hole “typical”. Are inspection wells required at all hand holes? Are inspection wells installed at the bottom of hand holes or adjacent to hand holes?

A: Note for inspection wells at hand holes now removed due to de-stabilizing the edge of bank. Please see Sheets E-113 & E-114 in this Amendment 0003.

34. Q: Spec Section 3.2.6 states exposed duct shall be stainless steel construction. Please confirm this is required.

A: Only, the ductwork in the Control and Security room shall be stainless steel 204. See note on sheet M-

108. Specification Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM, para 3.2.6 has been revised, in this Amendment 0003, to reflect stainless steel 204 duct was for the control and security room only.

35. Q: Specifications refer to LEED requirements in several isolated locations such as masonry cement, carpentry, roofing, interior signage, commissioning and computer room air conditioning filters. The interior signage specification refers to Section 01 33 29 – LEED Documentation for Project however, no such specification is included in the spec book. Specification 23 08 00 – Commissioning of HVAC Systems suggests the goal is LEED Silver certification but this goal is not mentioned anywhere else. LEED documentation requires a dedicated effort to gather and submit. It would be a waste to require such efforts if this is not being compiled for a reason. Please confirm whether or not this is a LEED project and whether LEED documentation is required.

A: Specification Section 23 08 00 COMMISSIONING OF HVAC SYSTEM, paragraph 1.3.2 has been deleted by this Amendment 0003, as this project is not a LEED Project.

36. Q: Is commissioning required for HVAC systems only or all mechanical systems?

A: Commissioning is required for all mechanical systems per specification section 23 08 00

COMMISSIONING OF HVAC SYSTEM.

37. Q: Where are the air compressor, hose reels, accessories, and piping to be installed? There is a spec section for these items but they are not reflected on the plans.

A: All shall be installed in the Lower Mechanical Room, see sheets M-301 and M-502.

38. Q: Will BIM be required on this project?

A: No, use of BIM will not be required on this project. The documentation of As-Builts are required per specification section 01 78 00, paragraph section 1.3.

39. Q: The mechanical insulation specification states that exposed duct shall be insulated with rigid board insulation. Please confirm this is required.

A: Specification Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM has been revised by this Amendment 0003 to allow rigid insulation, but not required.

40. Q: Please confirm whether any ducts require lining. Spec references duct lining type but does not state in what systems it is required.

A: Specification Section 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM and Section 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS have been revised by this Amendment 0003 to exclude acoustical duct lining.

41. Q: It appears the BAS (HVAC Controls) are to be provided under a separate contract, please verify. If so, what do we assume for scheduling and coordination of startup, test and balance, and commissioning?

Please advise.

A: Yes, the BAS will be executed under a separate contract. Controls contract will be awarded in concert with construction to facilitate coordination.

42. Q: Who is responsible for providing and installing the turbine flow transducers, electric actuators, proportional control valves, temperature transmitters and pressure transducers? Is this by subcontractor or

SCRS?

A: To clarify, these items should be included in Bid Items 0006 Interior Electric Installation and Coordination and 0007 HVAC and Mechanical Installation and Coordination.

43. Q: Specification Section 03 35 00.00 10 – Concrete Finishing requires a design data submittal for a dry shake finish. What is a dry shake finish and where does it apply to this project?

A: This finish is not required. Specification Section 0 35 00.00 10 CONCRETE FINISHING paragraph

2.1 SUBMITTALS has been edited to remove the Dry Shake Design Data, by way of this Amendment 0003.

44. Q: Specification Section 03 35 00.00 10 – Concrete Finishing paragraph 1.3.1.2 requires a sample slab panel to demonstrate an exposed aggregate finish. Is there exposed aggregate concrete finish on this project and if so where?

A: This finish is not required. Specification Section 0 35 00.00 10 CONCRETE FINISHING paragraph

1.3.1.2 Slab Panels has been deleted by this Amendment 0003.

45. Q: Spec Section 09 67 23.13 Resinous Flooring was added in Amendment 0002. The spec section does not reference which rooms require finishes. Please provide a room finish schedule.

A: See sheets A-001 GENERAL NOTES and A-301-304 TYPICAL SECTIONS for details.

46. Q: Please provide a Spec Section and more detail for the Composite Roof Pavers, Detail D/A-305.

A: See sheet A-001 GENERAL NOTES for details.

47. Q: What are the "T" shaped items in the sidewalk? There are two on C-104 and one on C-105.

A: Sheets C-104 and C-105 have been revised, by this Amendment 0003, to better the handholes (“T” structures) as existing. The walkways along the canal also exist in these areas.

48. Q: Is vertical reinforcing required in CMU walls?

A: Yes. Please see CONCRETE MASONRY REQUIREMENTS on Sheet A-001 GENERAL NOTES which was to the set, by this Amendment 0003.

49. Q: Not “tagged”: Clarify material used for interior and exterior (no tags present)

A: Please see CONCRETE MASONRY REQUIREMENTS on Sheet A-001 GENERAL NOTES which has added, by this Amendment 0003, to the set and the updated paragraph 2.2.2 Kinds and Shapes in Specification Section 04 20 00 MASONRY.

50. Q: Reference Drawing A-103 is the Wheel Chair Lift included in this contract?

A: The Wheel Chair Lift has been replaced, by this Amendment 0003, with a Limited Use/Limited Application Elevator. Information on this elevator can be found in the Notes on Sheet A-001 GENERAL

NOTES, ELEVATOR REQUIREMENTS.

51. Q: Will the bid date be extended? Hopefully the 19th.

A: The bid opening has been extended by this Amendment 0003 to September 17, 2014

52. Q: A note on the “EY” drawings and the “T” drawings indicates the use of EMT Conduit. Please confirm.

Additionally, can EMT be used for the Fire Alarm System, Lighting and Branch Power? Is there a color requirement for the FA Conduit and or the back boxes?

A: All EY Sheets and Sheet T-001 have been revised by this Amendment to require rigid metallic conduit.

Per NFPA 72-2013:

Para. 27.6.2.1.11.2 “The exterior wire shall be installed in rigid metal conduit or intermediate metal conduit in accordance with Chapter 3 of NFPA 70, National Electrical Code”.

Para. 27.6.3.1.2 “All exterior wire and cable shall be installed in rigid metal conduit or intermediate metal conduit in accordance with Chapter 3 of NFPA 70, National Electrical Code.”

Para. 27.7.1.6.2 Where installed in buildings, conductors and fiber-optic cables shall be installed in any of the following wiring methods:

(1) Electrical metallic tubing

(2) Intermediate metal conduit

(3) Rigid metal conduit

53. Q: Sheet T-01, Key Note #3 States: Cabinet, Welded Steel… 20" X 8" X 1". Please provide section layout drawings so we can better define upper and lower cabinets and specifications for the Cabinets.

Additionally, are they any counter tops applicable to the project?

A: There is only one cabinet that this note applies to (and this is on T-101, not T-01). Key has been added to sheet to clarify location. Mounting height has been added to the sheet by this Amendment. This is a pull box for workshop cables and can be used for routing to north end of building.

54. Q: Sheet T-103: Please provide specifications for Raised Floor and confirm this is in the current project scope of work.

A: Yes it is in the project. Please see Specification Section 09 69 13 RIGID GRID ACCESS FLOORING.

55. Q: Specification section 23 82 02 page 27, statement 2.11.3 refers to specification section 23 09 23 for the temperature control system. This spec section was not issued. Please advise

A: Paragraph 2.11.3 was included in error and has been removed from specification Section 23 82 02 UNITARY HEATING AND COOLING EQUIPMENT by way of this Amendment.

General Decision Number: IL140008 09/05/2014 IL8

Superseded General Decision Number: IL20130008

State: Illinois

Construction Types: Building and Residential

Counties: Du Page, Grundy, Kane, Kendall, Lake, McHenry and Will Counties in Illinois.

BUILDING AND RESIDENTIAL PROJECTS (does not include landscape projects).

Modification Number Publication Date 0 01/03/2014 1 01/24/2014 2 02/07/2014 3 02/14/2014 4 06/06/2014 5 06/13/2014 6 06/20/2014 7 07/04/2014 8 07/11/2014 9 07/18/2014 10 08/01/2014 11 08/15/2014 12 09/05/2014

ASBE0017-005 06/01/2014

Rates Fringes

ASBESTOS WORKER/INSULATOR

includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems..........$ 48.45 24.35 Fire Stop Technician.............$ 38.76 23.15

HAZARDOUS MATERIAL HANDLER

includes preparation, wetting, stripping, removal, scrapping vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not.............$ 36.34 23.15

BOIL0001-003 01/01/2014

DU PAGE, GRUNDY, KANE, KENDALL, LAKE, MCHENRY, AND WILL COUNTIES

Rates Fringes

BOILERMAKER......................$ 42.13 25.45

BRIL0014-001 06/01/2011

DU PAGE, GRUNDY, LAKE, and WILL COUNTIES

Rates Fringes

BRICKLAYER.......................$ 39.78 20.80

BRIL0021-002 06/01/2010

Rates Fringes

MARBLE SETTER....................$ 39.03 19.90

BRIL0021-008 06/01/2012

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 39.37 20.51

TILE FINISHER....................$ 33.60 15.22

TILE SETTER......................$ 40.49 16.93

BRIL0021-010 06/01/2009

Rates Fringes

MARBLE FINISHER..................$ 29.10 19.90

BRIL0027-002 06/01/2011

KANE, KENDALL, and MCHENRY COUNTIES

Rates Fringes

BRICKLAYER.......................$ 39.78 20.80

CARP0555-004 10/01/2012

Residential

DU PAGE and LAKE COUNTIES

Rates Fringes

CARPENTER........................$ 32.12 25.47

CARP0555-005 06/01/2014

BUILDING

DUPAGE and LAKE COUNTIES

CARPENTER........................$ 43.35 27.67

CARP0555-006 06/01/2014

WILL COUNTY

BUILDING

Rates Fringes

Carpenter; Millwright;

Piledrivermen....................$ 43.35 29.95

CARP0555-007 10/01/2012

WILL COUNTY

RESIDENTIAL

Rates Fringes

CARPENTER........................$ 32.12 25.47

CARP0555-009 06/01/2014

KANE, KENDALL, AND McHENRY COUNTIES

BUILDING

Rates Fringes

CARPENTER

Carpenter, Floor Layer, Lather, Millwright, and Piledriver..................$ 43.35 27.68

CARP0555-010 10/01/2012

KANE, KENDALL, and McHENRY COUNTIES

RESIDENTIAL

Rates Fringes

CARPENTER........................$ 32.12 25.47

CARP0555-012 06/01/2014

GRUNDY COUNTY

Rates Fringes

CARPENTER

Carpenter, Millwright, Piledriver, and Soft Floor

Layer.......................$ 43.35 27.68 Residential.................$ 32.12 25.47

ELEC0009-002 06/03/2013

WILL COUNTY

Rates Fringes

Line Construction Groundman...................$ 34.98 20.80 Lineman and Equipment Operator....................$ 44.85 26.67

ELEC0117-002 09/02/2013

KANE (Northern Half) and McHENRY COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 43.33 25.75 Residential.................$ 39.48 23.22

ELEC0117-003 05/30/2011

KANE (Northern Half), and McHENRY COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 35.77 21.89

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0150-002 06/03/2013

LAKE COUNTY

Rates Fringes

ELECTRICIAN

Building & Residential......$ 39.40 29.44

ELEC0150-003 06/03/2013

LAKE COUNTY

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 35.13 24.42

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0176-003 06/01/2014

Grundy and Will Counties

Rates Fringes

ELECTRICIAN

Residential.................$ 37.05 29.81

ELEC0176-008 06/01/2014

GRUNDY and WILL COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 40.00 31.86

ELEC0176-015 06/01/2014

GRUNDY and WILL COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 32.25 26.57

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0461-002 06/02/2014

KANE (Southern Half) AND KENDALL COUNTIES

Rates Fringes

ELECTRICIAN

Building....................$ 45.37 24.37 Residential.................$ 41.34 22.04

ELEC0461-005 06/04/2012

KANE (Southern Half), AND KENDALL COUNTIES

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 36.39 21.20

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEC0701-002 06/02/2014

DUPAGE COUNTY

Rates Fringes

ELECTRICIAN

Building....................$ 41.34 27.73 Residential.................$ 38.16 28.52

ELEC0701-003 06/03/2013

DU PAGE COUNTY

Rates Fringes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......$ 33.90 25.00

Work includes the installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, fire alarm systems that are a component of a multiplex system and share a common cable, and data inside wire, interconnect, terminal equipment, central office, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN, (wide area networks), LAN (Local area networks), and ISDN (integrated system digital network).The work shall cover the pulling of wire in raceways, but not the installation of raceways.

ELEV0002-001 01/01/2014

DU PAGE, GRUNDY, KANE, KENDALL, LAKE, and WILL COUNTIES

Rates Fringes

ELEVATOR MECHANIC................$ 49.90 26.785 +a+b

FOOTNOTES:

A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Day after Thanksgiving Day; Veterans' Day and Christmas Day.

B. Employer contributes 8% of regular hourly rate as vacation pay credit for employee who has worked in business more than 5 years, and 6% for employee who has worked in business less than 5 years.

ELEV0132-004 01/01/2012

McHENRY COUNTY

Rates Fringes

ELEVATOR MECHANIC................$ 44.94 23.535+a+b

FOOTNOTES:

A . Eight paid holidays: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Day after Thanksgiving; Veterans' Day and Christmas Day.

B. Employer contributes 8% of regular hourly rate as vacation pay credit for employee who has worked in business more than 5 yrs, and 6% for employee who has worked in business less than 5 yrs.

* ENGI0150-026 06/01/2014

BUILDING and RESIDENTIAL

Rates Fringes

OPERATOR: Power Equipment

GROUP 1....................$ 47.10 32.05

GROUP 2....................$ 45.80 32.05

GROUP 3....................$ 43.25 32.05

GROUP 4....................$ 41.50 32.05

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Mechanic; Asphalt Plant*; Asphalt Spreader;

Autograde*; Backhoes with Caisson attachment*:Batch Plant*;

Benoto(Requires two Engineers); Boiler and Throttle Valve;

Caisson Rigs*; Central Redi-Mix Plant*; Combination Backhoe Front Endloader Machine; Compressor and Throttle Valve;

Concrete Breaker (Truck Mounted)*; Concrete Conveyor;

Concrete Conveyor, Truck Mounted; Concrete Paver over 27E

cu. ft.*; Concrete Paver 27E cu ft and Under*; Concrete Placer*; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes*; Cranes, Hammerhead*;

Cranes, (GCI and similar type Requires two operators only);

Creter Crane; Crusher, Stone, etc; Derricks; Derricks, Traveling*; Formless Curb and Gutter Machine*; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2 1/4 yd. and over; Hoists, Elevators, Outside Type Rack and pinion and similar Machines; Hoists, One, Two, and Three Drum; Hoists, Two Tugger One Floor;

Hydraulic Backhoes*; Hydraulic Boom Trucks; Hydraulic Vac (and similar equipment);Locomotives; Motor Patrol*; Pile Drivers amd Skid Rig*; Post Hole Digger; Pre- Stress Machine; Pump Cretes Dual Ram(Requiring frequent Lubrication and Water); Pump Cretes; Squeeze Cretes-Screw Type Pumps Gypsum Bulker and Pump; Raised and Blind Hole Drill*; Roto Mill Grinder (36" and Over)*; Roto Mill Grinder (Less Than 36")*; Scoops-Tractor Drawn; Slip-Form Paver*; Straddle Buggies; Tournapull; Tractor with Boom, and Side Boom; and Trenching Machines*.

GROUP 2: Bobcat (over 3/4 cu yd); Boilers; Brick Forklift;

Broom, Power Propelled; Bulldozers; Concrete Mixer (Two Bag and over); Conveyor, Portable; Forklift Trucks; Greaser Engineer; Highlift Shovels or Front End loaders under 2 1/4 cu yd; Aotomatic Hoists, Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted)*; Rollers; Steam Generators; Tractors; Tractor Drawn Vibratory Roller (Receives an additional $.50 per hour); Winch Trucks with "A" Frame.

GROUP 3: Air Compressor-Small 250 and Under (1 to 5 not to exceed a total of 300 ft); Air Compressor-Large over 250;

Combination-Small Equipment Operator; Generator- Small 50 kw and under; Generator-Large over 50 kw; Heaters, Mechanical; Hoists, Inside Elevators (Remodeling or Renovatin work); Hydrualic Power Units (Pile Driving, Extracting, and Drilling); Low Boys; Pumps Over 3" (1 To 3 not to exceed a total of 300 ft); Pumps, Well Points;

Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches; Bobcat (up to and including 3/4 cu yd)

GROUP 4 - Bobcats and/or other Skid Steer Loaders; Brick Forklifts; Oilers *-Requires Oiler

IRON0001-014 06/01/2013

DU PAGE (Eastern 1/4), LAKE, AND MCHENRY (Hebron, Woodstock, and East thereof) COUNTIES

IRONWORKER

Sheeter.....................$ 42.32 33.74 Structural and Reinforcing..$ 42.07 33.74

IRON0063-003 06/01/2013

LAKE, DUPAGE (Eastern 1/4) and McHENRY (HEBRON, WOODSTOCK &

EAST THEREOF) COUNTIES

IRONWORKER, ORNAMENTAL...........$ 42.90 30.11

IRON0063-004 06/01/2014

LAKE, DUPAGE (Eastern 1/4), and McHENRY (HEBRON, WOODSTOCK &

EAST THEREOF) COUNTIES

Fence Erector...............$ 35.84 24.82

IRON0136-002 07/01/2012

LAKE, DUPAGE (Eastern 1/4) and McHENRY (HEBRON, WOODSTOCK & East thereof) COUNTIES

Machinery Movers; Riggers;

Machinery Erectors..........$ 35.87 28.67 Master Riggers..............$ 38.37 28.67

IRON0393-002 06/01/2012

DUPAGE (REMAINDER), KANE, KENDALL (NORTHERN PART), and MCHENRY

(SOUTHEAST 1/4) COUNTIES

IRONWORKER.......................$ 44.95 27.48

IRON0444-002 06/01/2013

DUPAGE (ARGONNE & VIC), GRUNDY, KENDALL (Southern Part), and

WILL COUNTIES

IRONWORKER.......................$ 41.00 31.45

IRON0498-006 06/01/2013

McHENRY COUNTY (Northwest Part)

Rates Fringes

IRONWORKER.......................$ 35.09 31.03

LABO0002-003 06/01/2014

DU PAGE COUNTY

Rates Fringes

LABORER

GROUP 1....................$ 38.00 24.40

GROUP 2....................$ 38.00 24.40

GROUP 3....................$ 38.07 24.40

GROUP 4....................$ 38.10 24.40

GROUP 5....................$ 38.15 24.40

GROUP 6....................$ 38.20 24.40

GROUP 7....................$ 38.22 24.40

GROUP 8....................$ 38.32 24.40

GROUP 9....................$ 38.35 24.40

GROUP 10....................$ 38.45 24.40

GROUP 11....................$ 38.27 24.40

GROUP 12....................$ 39.00 24.40

LABORER CLASSIFICATIONS

GROUP 1: Building laborers, Plasterer tenders, Pumps for Dewatering & other Unclassified Laborers

GROUP 2: Fireproofing and fire shop laborers

GROUP 3: Cement gun laborers and hose

GROUP 4: Chimney over 40 feet; Scaffold laborers;

Weldman-wreckers Burners

GROUP 5: Cement gun nozzle (gunite) laborers; Windlass and capstan person

GROUP 6: Stone derrickmen and handlers

GROUP 7: Jackhammermen, Power driven concrete saws and other power equipment

GROUP 8: Firebrick & boiler laborers

GROUP 9: Chimney on fire brick; Caisson Diggers; Well Point system men

GROUP 10: Boiler setter plastic laborers

GROUP 11: Jackhammermen on fire brick work only

GROUP 12: Dosimeter (any device) monitoring nuclear exposure); Asbestos abatement laborers; Toxic and Hazardous waste removal laborers

LABO0075-001 06/01/2011

GRUNDY AND WILL COUNTIES

Rates Fringes

LABORER

GROUP 1.....................$ 35.20 21.45

GROUP 2.....................$ 35.30 21.45

GROUP 3.....................$ 35.40 21.45

GROUP 4.....................$ 35.45 21.45

GROUP 5.....................$ 35.70 21.45

GROUP 6.....................$ 36.05 21.45

GROUP 7.....................$ 36.20 21.45

LABORER CLASSIFICATIONS

GROUP 1 - Mortar mixers, handling asphalt shingles;

Scaffolds; Sewer and trench work (ground level down to 8 feet); Catch basin and manhole diggers, mesh handling on road work; Cement and mineral filler handler; Concrete puddlers; Batch dumpers (cement & asphalt); Vibrator operators; Sand and stone wheelers to mixer Handlers);

Concrete wheelers; Airtamping hammermen; Concrete & paving breakers; Rock drillers/Jackhammermen; Chipping hammermen 1-Bag mixer; Asphalt laborer; Chain and power saws; Pit men; Fencing laborers; Mason tenders (mortar and brick wheeler); Kettlemen & tarmen, tank cleaners; Scaffold and staging laborers; Pot Firemen (tarmen); Heaters tender for any purpose; Water pumps (portable water pumps shall be tended by laborers if the employer determines tending is required); Rip rap; Handling of slab steel road forms in any manner, except road form setting, setting center strips, Contraction and expansion joints (road work);

Unloading and handling of lumber, brick, transite materials, cast iron water pipe, reinforced concrete rods, sewer and drain tile, railroad tiles and all other creosoted materials; paving blocks and concrete forms;

Handling of insulation of any type; all work involving the unloading of materials, fixtures, or furnishing, whether crated or uncrated; all mortar and composition mixers of sewer work; track laborers; Chimney and silo laborers working at a height of 1 to 48 feet; All laborers working on swinging suspended, or any type or make of scaffolding 1 to 48 feet; All laborers working inside a sphere or any type or make of tank; Working inside a sphere or any type or make of tank from bottom to a height of 48 feet; Form strippers (any type); Mechanical or motorized buggies, for concrete or masons employers; Use of skid steer loads or any other machinery which replaces the wheelbarrow or buggy; Handling multiple concrete duct or any other type of pipe used in public utility work unless otherwise specified herein; Snapping of wall ties and removal of rods; drilling of anchor bolt holes; Concrete or asphalt clipper type saws and self-propelled saws; Shoulder and grade laborers; All hydraulic electric and air or any other type of tools;

Grouting and caulking; Cleaning lumber, Nail pulling, Deck hand; Dredgehand; Shore laborer; Bankmen on Floating Plant;

Tool and material checkers; Signalmen and Flagmen on all construction work; Cleaning of debris; Removal of trees;

Concrete curing, temporary concrete protection regardless of manner or materials used; Laborers on Apsco; Janitorial;

Wrecking and demolition laborers

GROUP 2 - Sewer and drain pipe layers and multiple concrete duct or any other type of pipe used, on public utility work (ground level to 8 feet); Pumpcrete pipe handlers

GROUP 3 - Asphalt rakers; Hod carriers; Plasterer laborers;

Gunnite laborers, Slab for setters on roads, highways, streets, airport runaways, and radii (any type of form) stringline men for all aforementioned work; Wagon and tower drillers on land and floating plant used on dredging;

Asphalt gunners and plug men (undercoating on road work);

Mortar pump laborers; Plaster pump laborers

GROUP 4 - Tunnel miners, and all laborers inside tunnel; Air blow pipemen; Torchmen (burners); Mortaring men on sewer and drain pipe (the applying of mortar and composition mixes); All bottom men on sewer work-all sewer and drain pipelayers-multiple concrete duct or any other type of pipe used on public utility work-8 feet or more below ground level, and all other sewer and trench laborers 8 feet or more below ground level regardless of excavation area; All labor work inside cofferdam; Use of a 10 foot or more drill steel for hand held drills; Caisson laborers ground level down 15 feet; All air tools 8 feet or more below ground level; All laborers working on swinging-suspended or any type or make of scaffolds, 48 feet to 100 feet; All chimney and silo laborers working at a height of 48 to 100 feet;

All tamping hammers over 150 lbs.; All laborers working inside of a sphere or any type or make of tank at a height of 48 feet to 100 feet; all hydraulic, electric and air tools or any other type 8 feet or more below ground level;

Vibrators-any type-8 feet or more below ground level

GROUP 5 - Gunnite nozzle men; Caisson laborers and all tamping hammers from 150 lbs and over; from 15 feet below ground level down to 50 feet; and all laborers working inside of a sphere or any type of tank for every…