W912P6-14-B-0011-0002.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, "Chicago Sanitary Ship Canal (CSSC) Permanent Barrier I, Project B-Building"

This Amendment does not extend the Bid Opening date or time.

CONTINUED ON THE NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 29-Aug-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 is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Aug-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. SITE REPORTS: The following Site Reports are included with this Amendment for informational purposes:

i. USCG SAIC Final Report Sep2011

ii. TAR 24 – Safety Testing Report – Feb2011 Safety Testing

iii. NEDU TR 08-01 Fish Barrier

iv. Long Tow Testing Summary

v. List of safety docs for IIA solicit

vi. Letter Report Fish Barrier Sparking (2005-05-31) report

vii. IIA Safety Testing Summary 1Dec08

viii. Fish Barrier Letter Report, Man Overboard (2006-02-15)

ix. Final EPRI Report – Fish Barrier, Phases 1 & 2

x. Exposure Response Criteria Final 11-14-2013

xi. Currents Investigation Final Report Reduced Size

xii. CSSC Barriers PIW Hazard Letter Report 21 Jan11

xiii. Combined June Report

xiv. CERL-TR-11-23

xv. Barrier IIA Testing Summary Rpt 102406

xvi. Barrier IIA Feb 07 Testing Report 061207

xvii. 2012 Performance Testing Report Draft 2013-03-15

B. AMENDED PROJECT SPECIFICATION SECTIONS: Please see the list of USACE Answers to Contractor Inquires for more information on these amended specification sections:

i. Section 08 71 00 – DOOR HARDWARE – Deleted paragraph 2.3.13 Balanced Magnetic Switch (BMS) and 2.3.14 Card Reader and Edited paragraph 3.5 HARDWARE SETS per contractor’s questions.

ii. Section 22 00 00 – PLUMBING, GENERAL PURPOSE – Added submittals in SD-03, added paragraph 2.2 FIXTURES, paragraph 2.2.2 Lavatories, paragraph 2.2.3 Service Sink, paragraph

2.2.4 Flush Valve Urinals, paragraph 2.2.5 Wash Closet, paragraph 2.2.6 Light Duty Drain, paragraph 2.2.7 Heavy Duty Drain, and paragraph 2.2.8 Utility Trench per contractor’s questions.

iii. Section 23 00 00 – AIR SUPPLY, DISTRIBUTION, VENTILLATION, AND EXHAUST

SYSTEMS – Deleted products in SD-03, SD-07, and SD-10 per design.

iv. Section 23 03 00 – BASIC MECHANICAL MATERIALS AND METHODS – Edited paragraph

1.2 SUBMITTALS, 1.6 ELECTRICAL REQUIREMENTS, paragraph 1.7 ELECTRICAL INSTALLATION REQUIREMENTS, and paragraph 1.7.1 New Work per design.

v. Section 23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

– Added products in SD-03 per design, edited paragraph 2.5.6. Ball Valves, paragraph 2.5.7.

Proportional Control Ball Valves, and paragraph 2.6.10 Pete’s Plug per design.

vi. Section 23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS – Edited products in SD-03 and paragraph 2.1.1.d Filter Section per design.

vii. Section 23 82 02 UNITARY HEATING AND COOLING EQUIPMENT – Edited products in SD- 03, paragraph 2.2 UNITARY EQUIPMENT, SPLIT SYSTEM, and paragraph 2.8.6 Internal Dampers per design.

viii. Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM – Edited paragraph 3.1.3 Wiring

Methods, paragraph 3.1.4.1.a Restrictions Applicable to Nonmetallic Conduit, and paragraph

3.1.4.3 Underground Conduit per contractor’s questions.

ix. Section 26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15

KVA CAPACITY - Edited paragraph 2.3.6.2 Number of Phases, and UPS SYSTEM PERFORMANCE DATA SHEET 2 of 6 per contractor’s questions.

x. Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION - Added paragraph 3.5.1

Wiring Methods per contractor’s questions.

C. ADDED PROJECT SPECIFICATION SECTIONS: The following specification sections were inadvertently omitted from the Solicitation and are hereby added:

i. 00 31 32.13 03 – SUBSURFACE DRILLING AND SAMPLING INFORMATION

ii. 03 45 33 – PRECAST PRESTRESSED STRUCTURAL CONCRETE

iii. 08 11 13 – STEEL DOORS AND FRAMES

iv. 08 33 23 – OVERHEAD COILING DOORS

v. 09 67 23.13 – STANDARD RESINOUS FLOORING

vi. 09 69 13 – RIGID GRID ACCESS FLOORING

vii. 10 28 13 – TOILET ACCESSORIES

viii. 10 21 13 – TOILET COMPARTMENTS

ix. 23 31 13 – METAL DUCTS

x. 32 11 23 – AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

xi. 32 12 10 – BITUMINOUS TACK AND PRIME COATS

xii. 32 12 16 – HOT-MIX ASPHALT (HMA) FOR ROADS

xiii. 32 16 13 – CONCRETE SIDEWALKS AND CURBS AND GUTTERS

D. AMENDED PROJECT DRAWING SHEETS: Please see the list of USACE Answers to Contractor Inquires for more information on these amended specification sections:

i. G-001 – LOCATION AND VICINITY MAP

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

iii. C-101 – WORK LIMITS

iv. C-103 – SITE PLAN 135TH STREET/BARRIER IIB

v. C-104 – SITE PLAN BARRIER IIB

vi. C-105 – SITE PLAN PERMANENT BARRIER I

vii. C-106 – SITE PLAN

viii. C-107 – SITE PLAN WEST SIDE

ix. C-108 – PARKING LOT GRADING

x. C-301 – WALKWAY SECTION AND DETAILS

xi. C-303 – TYPE A - FENCE DETAIL

xii. S-501 – DETAILS

xiii. M-001 – MECHANICAL, HVAC, AND PIPING LEGEND

xiv. M-101 – LIQUID COOLING SYSTEM FLOOR PLANS

xv. M-102 – HVAC PRODUCTION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUT

xvi. M-104 – ADMINISTRATION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUT

xvii. M-105 –ADMINISTRATION WING FIRST FLOOR EXHAUST AND RETURN AIR

DUCTWORK LAYOUT

xviii. M-106 – ADMINISTRATION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUT

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

xx. M-303 – LIQUID COOLING SYSTEM LAYOUT SECOND FLOOR PLAN

xxi. M-304 – HVAC SOUTH MECHANICAL ROOM CROSS SECTION

xxii. M-305 – HVAC SOUTH MECHANICAL ROOM LONGITUDINAL SECTIONS

xxiii. M-306 – HVAC SOUTH MECHANICAL ROOM SECTIONS J AND K

xxiv. M-307 – HVAC NORTH MECHANICAL ROOM SECTIONS L AND M

xxv. M-309 – HVAC MECHANICAL SECTIONS O AND P

xxvi. M-501 – DETAILS 1

xxvii. M-506 – DETAILS - CHILLER CONDENSING UNIT, EVAPORATOR, AND HEAT

EXCHANGER

xxviii. M-508 – DETAILS - ERV SYSTEM, MINI SPLIT UNITS AND WATER SOURCE HEAT

PUMPS

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

xxx. M-602 – MECHANICAL SCHEDULES

xxxi. M-603 – MECHANICAL SCHEDULES

xxxii. M-604 – MECHANICAL SCHEDULES xxxiii. M-605 – MECHANICAL SCHEDULES

xxxiv. E-104 – ELECTRICAL FIRST FLOOR PLAN

xxxv. E-105 – ELECTRICAL FIRST FLOOR PLAN

xxxvi. E-106 – ELECTRICAL FIRST FLOOR PLAN xxxvii. E-107 – ELECTRICAL FIRST FLOOR PLAN xxxviii. E-108 – ELECTRICAL SECOND FLOOR PLAN

xxxix. E-109 – ELECTRICAL SECOND FLOOR PLAN

xl. E-110 – ELECTRICAL SECOND FLOOR PLAN xli. E-111 – ELECTRICAL SECOND FLOOR PLAN xlii. E-112 – ELECTRICAL LOFT FLOOR PLAN xliii. E-113 – ELECTRICAL UNDERGROUND PLAN xliv. E-114 – ELECTRICAL UNDERGROUND PLAN xlv. E-115 – LIGHTING FIRST FLOOR PLAN xlvi. E-116 – LIGHTING FIRST FLOOR PLAN xlvii. E-117 – LIGHTING FIRST FLOOR PLAN xlviii. E-118 – LIGHTING FIRST FLOOR PLAN xlix. E-119 – LIGHTING SECOND FLOOR PLAN

l. E-120 – LIGHTING SECOND FLOOR PLAN

li. E-121 – LIGHTING SECOND FLOOR PLAN lii. E-122 – LIGHTING SECOND FLOOR PLAN liii. E-123 – LIGHTING LOFT FLOOR PLAN liv. E-301 – ELECTRICAL SECTIONS

lv. E-502 – ELECTRICAL DETAILS lvi. E-601 – ELECTRICAL ONE-LINE lvii. E-602 – ELECTRICAL ONE-LINE lviii. E-701 – ELECTRICAL SCHEDULES lix. E-702 – ELECTRICAL SCHEDULES

lx. E-703 – ELECTRICAL SCHEDULES

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

xviii. A-503 – TYPICAL DOOR DETAILS SHEET 1

xix. A-504 – TYPICAL DOOR DETAILS SHEET 2

xx. A-505 – TYPICAL ARCHITECTURAL DETAILS WINDOWS

xxi. A-601 – ARCHITECTURAL SCHEDULES DOORS

xxii. S-306 – STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 2

xxiii. S-703 – PLAN ELEVATION SECTIONS AND DETA

xxiv. ILS STRUCTURAL FAÇADE OPENINGS

xxv. P-001 – PLUMBING KEY PLAN

xxvi. P-101 – ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUT

xxvii. P-102 – PRODUCTION WING FIRST FLOOR WATER PIPING LAYOUT xxviii. P-103 – ADMINISTRATION WING SECOND FLOOR WATER PIPING LAYOUT

xxix. P-104 – PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUT

xxx. P-105 – PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUT 2

xxxi. P-106 – ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUT

xxxii. P-107 – PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT xxxiii. P-108 – PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 2

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

xxxv. P-110 – ADMINISTRATION WING SECOND FLOOR SANITARY PIPING LAYOUT

xxxvi. P-111 – LOFT SPACE SUPPLY AND SANITARY PIPING LAYOUTS xxxvii. P-501 – PLUMBING DETAILS xxxviii. P-502 – PLUMBING DETAILS 2

xxxix. P-601 – WATER PIPING SCHEMATIC

xl. P-602 – SANITARY PIPING SCHEMATIC xli. P-603 – PLUMBING SCHEDULES

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

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

H. Wage Rate Determination IL140011 dated 08/01/2014 is hereby replaced with the most recently updated version, dated 08/15/2014.

I. 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 0002

1. Q: Can bids for this solicitation only be submitted by Small Businesses?

A: Yes, the competition for this acquisition is restricted to small business concerns. The NAICS code for this project is 237990, with a small business size standard of $36.5M.

Average Annual Revenues must be below $36.5M for your firm to be considered a small business under this size standard.

2. Q: There seems to be a few missing spec sections; Precast Concrete, Interior Doors and

Frames, Overhead Doors, Toilet Partitions and Accessories. Also, there is no door schedule on the plans.

A: The following specification sections have been added to the solicitation package:

1) 00 31 32.13 03 SUBSURFACE DRILLING AND SAMPLING INFORMATION

2) 03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

3) 08 11 13 STEEL DOORS AND FRAMES

4) 08 33 23 OVERHEAD COILING DOORS

5) 09 67 23.13 STANDARD RESINOUS FLOORING

6) 09 69 13 RIGID GRID ACCESS FLOORING

7) 10 28 13 TOILET ACCESSORIES

8) 10 21 13 TOILET COMPARTMENTS

9) 23 31 13 METAL DUCTS

10) 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE

11) 32 12 10 BITUMINOUS TACK AND PRIME COATS

12) 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

13) 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

3. Q: Drawings FP-501 and FP-502 listed in the table of contents (Sheets 75 & 76) are missing from the drawing set.

A: Sheets FP-501 and FP-502 will not be added to the solicitation set.

4. Q: Numbering of the last 2 drawing sheets are incorrect, labeled 179 & 180 of 183, supposed to be 172 & 173 of 173.

A: Comment noted. Since these sheets are reference sheets and there have been not technical revisions, the numbering will be corrected as part of the award documents and not within Amendment 0002.

5. Q: The drawing list in the Section 00700 – Contract Clauses (pages 41 through 43 of 46) does not match the Plan Set.

A: The drawing list in Section 00700 has been updated.

6. Q: There are no door specifications or door schedule. Will a specification be provided to address all door openings or shall industry standards be applied?

A: Specification sections 08 11 13 STEEL DOORS AND FRAMES and 08 33 23 OVERHEAD COILING DOORS has been added to the specifications.

7. Q: The door hardware specification is ambiguous. The door hardware schedule does not correlate with doors on the subject project. Hardware part numbers are included in the hardware schedule without identification of manufacturer. Please clarify what hardware is required at each door.

A: They are not hardware part numbers from a specific manufacture they are the BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) specifying code. Please see the BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) reference called out in paragraph 1.1 of 08 71 00 00 DOOR HARDWARE for this information. Section 08 71 00 DOOR HARDWARE has also been updated.

8. Q: It does not appear that plumbing drawings are included in the drawing set. Will plumbing drawings be issued?

A: They will be provided via this Amendment 0002.

9. Q: Who is responsible for the ComEd ductbank detailed design including setting rim elevations and conduit slope to meet ComEd standards?

A: The contractor is responsible for setting rim elevations and conduit slope to meet ComEd standards. As stated on sheet ES-001, Note F, contractor shall contact Com Ed to obtain/confirm the latest version of ComEd System Standards.

10. Q: C-104 & C-105 – There is a piece missing (south parking lot) between the match lines on these sheets.

A: Sheets C-104 and C-105 view/match line have been adjusted.

11. Q: What is the surface treatment between the back of curb and the building on the north, east and south sides of the building?

A: Sheet S-101 has been revised to show the building foundation is to extend to the back of curb on the south and east side of the building. The northern area will be backfilled with stone.

12. Q: Existing fence on C-107 is in conflict with new conduit raceway and parasitic cabinet slabs. Cannot be removed and re-installed. Must be relocated. Please advise new alignment with proper clearances.

A: Sheet C-107 has been revised to show the relocated fence line.

13. Q: Joint details on C-301 appear to be mis-labeled. The expansion joint detail actually appears to be a control joint, typically located every 4’. The construction joint actually appears to be an expansion joint detail. The general notes tend to back this up indicating that reinforcement shall run through construction joints which are in conflict with the construction joint detail shown on the same sheet. Please advise.

A: Sheet C-301 has been revised to show the correct detail titles.

14. Q: Reflectors are shown on the jersey barrier fence. Are reflectors required? If so, what is the spacing and on one side or both.

A: Yes reflectors are required along the roadside of the barriers, per IDOT standards as stated on sheet C-303.

15. Q: Drawing C-501 includes a “Mid-Block Curb Ramp for Sidewalks” detail. Where does this detail apply?

A: The “Mid-Block” detail applies to the ADA ramp /loading area located on the south side of the building at the northeast corner of the parking lot.

16. Q: There are bollards called out on several sheets. Where is the detail or specifications for the bollards?

A: The bollard detail has been added to sheet S-101.

17. Q: There appear to be two equipment pads shown on the right side (north end of the building) on S-101. Please verify these are equipment pads. Are there any other proposed exterior equipment pads on the east side of the canal?

A: The only exterior equipment pads are located on the north side of the building.

18. Q: Where are the plumbing fixtures are specified, please advise.

A: Please see plumbing drawing sheets for fixtures.

19. Q: What is the specification for the holding tank in Room A-102?

A: Please see specification section 22 00 00 PLUMBING, GENERAL PURPOSE, paragraph 2.3.3

20. Q: What is the specification for the sump in Room A-102?

A: Please see Sheet P-501 and Sheet P-603.

21. Q: What is the specification for the trench drain in Room A-102?

A: Please see Sheet P-603 and specification 22 00 00, paragraph 2.2.8.

22. Q: Where are toilet accessories specified?

A: Specification Section – 10 28 13 TOILET ACCESSORIES and 10 21 13 TOILET COMPARTMENTS has been added to the set.

23. Q: Where are flooring finishes specified?

A: Specification Sections 09 67 23.13 STANDARD RESINOUS FLOORING and 09 69 13 RIGID GRID ACCESS FLOORING have been added to the set.

24. Q: Where are window dimensions provided?

A: Sheet A-507 TYPICAL ARCHITECTURAL DETAILS WINDOWS has been added to the set.

25. Q: Drawing A-104 – what is the specification on the 3-hour wall? Solid grouted? Please verify.

A: The Wall is Solid grouted please see Specification Section 04 20 00 MASONRY

26. Q: Drawings A-301 thru A-313 appears to show raised floors in several areas, please identify intended products, dimensions, details, etc.

A: Specification Section – 09 69 13 RIGID GRID ACCESS FLOORING as been added.

27. Q: Drawing A-309 shows a cantilevered concrete element over the window. It appears this concrete element is supported by concrete jambs and divider on A-108 & A-100.

Similar details are used throughout. Where are these concrete elements detailed?

A: Sheet S-703 PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FACADE OPENINGS has been added to the set.

28. Q: I was hoping to get some clarification regarding the BUY AMERICAN clause in these specifications. Specification indicates but does not state that 52.225-11 is in effect.

A: 52.225-11 as found in Section 00700 of the Solicitation document is in effect.

29. Q: The following specifications seem to be missing: Asphalt Spec, contours on the Civil drawings (including the sidewalk/duct bank areas), plumbing plans, room finish schedule, Fencing spec.

A: The contours have been updated on the Civil sheets, plumbing plans (P sheets) have been added. The following specification sections have been added to the set:

1) 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE

2) 32 12 10 BITUMINOUS TACK AND PRIME COATS

3) 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

4) 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

30. Q: : To estimate rock removal we will need soil borings / bedrock elevations of entire site, there is no material stated or details for the interior and exterior stairs, need spec for Composite Roof Pavers shown on the drawings.

A: Borings can be found on sheet B-101, in addition soil boring data has been added to specification section 00 31 32.13 03 SUBSURFACE DRILLING AND SAMPLING

INFORMATION.

31. Q: Is daily use of safety skiff located in the canal required every day during construction?

A: A safety skiff is required per EM 385-1-1 and OSHA requirements.

32. Staging areas: The bid documents indicate time limited use of the area north of the site, and small parking lots at the South end (to be finished at end of project). Will there be a possible need for nearby offsite storage / staging areas during construction?

A: The contractor shall determine if nearby offsite storage/staging will be required. The west bank of the site is available to the contract, if deemed necessary.

33. Q: Will daily traffic control be required at the roadway during project construction?

A: The contractor shall determine what traffic control is necessary during construction and also ensure notes 9 and 10 on G-002 are met.

34. Q: Will the Corps require a three role team (Safety, QC, and Superintendent) on site at all times when there is personnel on site working on the project?

A: Yes per specification section 01 35 26 GOVERNMENT SAFETY

REQUIREMENTS.

35. Q: Regarding temporary electric requirements: Will a temporary electrical service be available from Com Ed? If not, will generators be required on site to provide temporary electric power for the duration of the project?

A: Per specification section 01 52 02 TEMPORARY CONSTRUCTION FACILITIES utilities are required and to be arranged by the contractor.

36. Q: Will there be a stray voltage impact on the project? How will this impact project cost?

A: Safety reports pertaining to the site have been included for the contractors review to better determine any additional measures needed during construction.

37. Q: Is protection of the existing concrete roadway required?

A: Per specification section 01 10 00 the contractor is responsible to restore all disturbed areas to original condition. Any protection required shall be determined by the contractor.

38. Q: Verify that Corps Safety indoctrinations will be needed for all personnel entering the site.

A: Yes, per Fish Barrier Complex Safety policy all personnel shall have the Corps Safety indoctrination when entering the site.

39. Q: Verify the Government's specification for the self-performance requirement on this project.

A: In accordance with FAR Clause 52.219-14 Limitations on Subcontracting (incorporated by reference in Section 00700 of the Solicitation): “By submission of an offer and execution of a contract, the Offeror/Contractor agrees that in performance of the contract in the case of a contract for general construction, the concern will perform at least 15 percent of the cost of the contract, not including the cost of materials, with its own employees. “

40. Q: On plan page S-203, column line 1 frame elevation and column line 3 frame elevation, there are references to details E and H on page S-306. Drawing S-306 does appear to be part of the plan documents and as far as I can tell it does not exist. Will a sheet S-306 be issued to include these details in the bid documents?

A: Sheet S-306 STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 2 has been added to the set.

41. Q: Is hand rail required for the entire length of the sidewalk/duct bank? Does the sidewalk/duct bank need to be doweled to the bedrock? All hand holes are not identified on the electrical drawings (just the ones next to the building)

A: Yes, fiberglass rail is required the length of the sidewalk/ductbank. Per sheet C-301 the sidewalk/ductbank does not require to be doweled into the bedrock. All handholes within the sidewalk/duct bank are specified on sheet E-501, detail 3. Sheets C-104 and 105 notes have been updated to state the correct detail.

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

A: Please see ‘SECTION 26 20 00 INTERIOR DISTRIBUTION SYSTEM’ paragraph ‘3.1.3 Wiring Methods’ Please use Rigid Metal/Steel Conduit above grade, for interior applications. (For branch lighting, power, and distribution feeders for surface mounted and concealed conduit). Please use Rigid Nonmetallic Conduit (Schedule 80 PVC) below grade, for exterior applications. Rigid Metallic Conduit, PVC Coated may be used in all applications.

43. Q: What types of conduit are acceptable in the concrete encased duct banks? PVC Schedule 40?

A: Please provide Schedule 80 PVC conduit per specification section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, paragraph 2.2.2.

44. Q: Is rebar required for the concrete encased duct banks? The details shown on drawings E-301 and ES-301 does not show rebar, but the details shown on drawing C-301 show rebar.

A: The ductbanks on E-301 and ES-301 do not require rebar. The walkway/ductbank shown on C-301 does require rebar.

45. Q: Are all low voltage systems to be included in the electrical contract? These systems include V/D, FA, security, etc. The “EY” Drawings indicate that the equipment shown on this drawing is not in contract. Are we supposed to supply conduit and wire for these drawings or will the wire be furnished by others?

A: Fire Alarm – All components related to Fire Alarm/Fire Suppression system to be included in this contract. Please provide a fully functional, code compliant system that meet requirements set forth by Romeoville Village Fire Department/Marshall. V/D – Conduit installation for Voice/Data to be included in this contract. Equipment and wiring by others. Security – Conduit installation for Security to be included in this contract.

Equipment and wiring by others.

46. Q: On Drawing E114, Transformers TA1 and TB1 are drawn relatively close to the Barrier I Building, but on Drawing ES 004 the transformers are quite a bit farther away from the Barrier I building with the barrier I power distribution building in between the transformers and the Barrier I Building. Can you clarify which drawing is correct? This will affect the grounding, duct bank, and secondary electrical feeds.

A: Transformers Shown on sheet ES 004 tagged ‘TR-A1’ & ‘TR-B1’ are not a part of this contract. Transformers shown on sheet E-107 and E-114 tagged ‘XFMR TA1’ & ‘XFMR TB1’ are included as a part of this contract. Please note that these are two different sets of transformers located in two different locations.

47. Q: Provide more information on the types of (+/- 14 to 16) hand holes shown in the sidewalk/duct bank on the C drawings, also the E drawings do not show the 5 conduits or hand holes shown on the C drawings.

A: Please see sheet E-501/Detail 3 for hand-hole requirements

48. Q: Power for motorized gates is not shown on the electrical drawings, please provide additional information.

A: Please include in Bid Item 0004 – Building Foundation and Site Improvements for power for motorized gates and associated controls, and other related equipment. Power motorized gates from Panel ‘DP3’ located in South Electrical Room.

49. Q: Who is supposed to furnish and install the VFD’s? They are shown on both the mechanical and electrical drawings, and there is a spec section in the electrical specs for them. Are they supposed to be included with the mechanical equipment?

A: Electrical Contractor should not assume VFD’s are to be included with the mechanical equipment. Please include in Bid Item 0006 Interior Electric Installation and Coordination for cost for VFD’s where ever called out for, in both Mechanical Sheets and Electrical Sheets

General Decision Number: IL140011 08/15/2014 IL11

Superseded General Decision Number: IL20130011

State: Illinois

Construction Types: Heavy and Highway

Counties: Boone, De Kalb, Du Page, Kane, Kendall, Lake, McHenry and Will Counties in Illinois.

HEAVY AND HIGHWAY CONSTRUCTION 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 03/07/2014 5 03/14/2014 6 05/09/2014 7 06/06/2014 8 07/04/2014 9 07/18/2014 10 08/01/2014 11 08/15/2014

CARP0555-003 06/01/2014

DUPAGE ANE LAKE COUNTIES

Rates Fringes

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

CARP0555-008 06/01/2014

WILL COUNTY

Rates Fringes

Carpenter and Piledriver.........$ 43.35 29.95

CARP0555-011 06/01/2014

KANE, McHENRY (North of Hwy 52), AND KENDALL COUNTIES

Rates Fringes

Carpenter and Piledriver.........$ 43.35 27.68

CARP0790-003 06/01/2014

DE KALB COUNTY

Rates Fringes

CARPENTER........................$ 37.23 25.49

CARP0790-004 06/01/2014

CARROLL, JO DAVIESS, LEE, OGLE (Oregon and South thereof), STEPHENSON, and WHITESIDE COUNTIES

CARPENTER........................$ 37.23 25.49

CARP0792-003 06/01/2014

BOONE COUNTY

Rates Fringes

CARPENTER........................$ 42.63 20.09

ELEC0009-002 06/03/2013

WILL COUNTY

Rates Fringes

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

ELEC0117-001 06/13/2013

KANE (Northern Half) and McHENRY (All) COUNTIES

Rates Fringes

ELECTRICIAN......................$ 43.33 25.75

ELEC0150-001 06/04/2012

LAKE COUNTY

Rates Fringes

ELECTRICIAN......................$ 39.15 27.69

ELEC0176-011 06/01/2013

WILL COUNTY

ELECTRICIAN......................$ 39.50 33.75

ELEC0196-001 03/03/2014

BOONE, DEKALB, DUPAGE, KANE, KENDALL, LAKE, and MCHENRY COUNTIES

Rates Fringes

Line Construction Equipment Operator..........$ 37.89 17.31+A Groundman Truck Driver......$ 30.34 14.86+A Groundman...................$ 29.30 14.52+A Lineman, Substation Technician, Cable Splicing Technician, Digger Operator, Crane Opertor 20 tons and above, and Signal Technician..................$ 45.36 19.74+A

FOOTNOTE: A. PAID HOLIDAYS: Memorial Day, Independence Day, Labor Day, and Thanksgiving Day

ELEC0364-003 06/01/2013

BOONE (All) & DEKALB (Remainder) COUNTIES

Rates Fringes

ELECTRICIAN......................$ 42.96 28.72

* ELEC0461-006 06/02/2014

DEKALB (Sandwich TWP), KANE (Southern Half) & KENDALL (All)

COUNTIES

ELECTRICIAN......................$ 45.37 24.73

ELEC0701-001 12/02/2013

DUPAGE COUNTY

Rates Fringes

ELECTRICIAN......................$ 41.64 27.92

ENGI0150-015 06/01/2013

BOONE and DE KALB COUNTIES

Rates Fringes

OPERATOR: Power Equipment Group 1.....................$ 41.65 30.60 Group 2.....................$ 41.10 30.60

Group 3.....................$ 39.80 30.60 Group 4.....................$ 38.35 30.60 Group 5.....................$ 36.90 30.60

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Plant; Asphalt Heater and Planer combination; Asphalt Spreader; Asphalt Silo Tender;

Autograder, GOMACO or similar; Belt Loader; Caisson Rigs;

Car Dumper, Central Redi-Mix Plant; Combination Backhoe Front End Loader Machine (1 cu yd or over Backhoe bucket with attachments); Backhoe with Shear attachment; Concrete Breaker (truck mounted); Concrete Conveyor; Concrete Paver over 27E cu ft; Concrete Placer; Concrete Tube Float;

Cranes, all attachments; Cranes, Hammerhead, Linden, Peco and machines of a like nature; Creter Crane; Crusher, stone; Derricks; Derrick Boats; Derricks, traveling;

Dredges; Field Mechanic Welder; Formless Curb and Gutter Machine; Gradall and machines of a like nature; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver mounted; Hoists, one, two, and three Drum; Hydraulic Backhoes; Locomotive, all Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill-Crawler or Skid Rig; Rock Drill truck mounted; Roto Mill Grinder, 36" and over; Roto Mill Grinder, less than 36"; Slip- Form Paver; Soil Test Drill Rig, truck mounted;

Straddle Buggies; GCI Crane and similar; Hydraulic Telescoping Form (tunnel); Tie Back MAchine; Tractor Drawn Belt Loader: Tractor Drawn Belt Loader with attached Pusher; Tractor with boom; Tractaire with attachment;

Traffic Barrier Conveyor Machine; Raised or Blind Hoe Drill (Tunnel & Shaft); Trenching Machine; Truck Mounted Concrete Pump with boom; Truck mounted Concrete Conveyor;

Underground Boring and/or Mining Machines under 5 ft; Wheel Excavator & Widener (Apsco)

GROUP 2: Batch Plant; Bituminous Mixer; Bobcats over .75 cu yd; Boiler and Throttle Valve; Bulldozer; Car Loader Trailing Conveyors; Combination Backkhoe Front End Loader Machine, less than 1 cu yd Backhoe Bucket with attachments;

Compressor and Throttle Valve; Compressor, common receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S series to and including 27 cu ft; Concrete Spreader; Concrete Curing Machine, Burlap Machine; Belting Machine and Sealing Machine;

Conveyor Muck Cars (Haglund or similar type); Finishing Machine-Concrete; Greaser Engineer; Highlift Shovels or Front End Loader; Hoist-Sewer Dragging Machine; Hydraulic Boom Trucks, all attachments; Locomotives, Dinky; Pump Cretes, Squeeze Cretes-Screw Type pumps, Gypsum Bulker and Pump; Roller Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc self-Propelled; Scoops-Tractor Drawn;

Self-propelled Compactor; Spreader-Chip- Stone etc;

Scraper; Scraper-Prime Mover in Tandem regardless of size (add $1.00 to to Group 2 hourly rate for each hour and for each machine attached thereto); Tank Car Heater; Tractors, Push, pulling Sheeps Foot, Disc, or Compactor, etc; Tug Boats

GROUP 3: Boilers; Brooms, all power propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer, two bag and over; Conveyor, Portable; Farm type Tractors used for mowing, seeding, etc; Fireman on Boilers; Forklift Trucks; Grouting Machines; Hoists, Automatic; Hoists, all Elevators; Hoists, Tugger single Drum; Jeep Diggers; Pipe Jacking Machines; Post- hole Digger; Power Saw, Concrete, Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with A-Frame; Work Boats; Tamper-Form motor driven

GROUP 4: Air compressor - Small 185 and under (1 to 5 not to exceed a total of 300 ft); Air Compressor - Large over 185;

Asphalt Spreader Backend Man; Combination - Small Equipment Operator; Generators - Small 50 kw and under; Generators - Large , over 50 kw; Heaters, Mechanical; Hydraulic power unit (Pile Driving, Extracting or Drilling); Light Plants All (1 to 5); Pumps, over 3" (1 to 3, not to exceed a total of 300 ft); Pumps, Well Points; Tractaire; Welding Machines (2 through 5); Winches, 4 small electric drill winches;

Bobcats up to and including .75 cu yd

GROUP 5: Oilers

PREMIUM PAY:

Long Boom :

Cranes & Derricks 90' to 150' including jib receive an extra $.50 per hour. Cranes & Derricks over 150' including jib receive an extra $.50 per hour plus an additional $.10 for each additional 10' of boom or jib.

Capacity Pay: Cranes & Derricks with maximum capacity exceeding 50 ton with less than 90' of boom or jib shall be compensated $.01 per hour for each ton of the rated capacity in excess of 50 ton.

Long Boom pay and Capacity pay cannot be combined.

Crane mounted earth auger, raised and blind hole drills, and truck mounted drill rigs receive an extra $.50 per hour.

Creter Cranes:

When the Creter Crane is equipped with a conveyor system capable of extending 70' or more, the engineer shall receive an extra $.50 per hour.

Truck Mounted Concrete Pumps:

When the Truck Mounted Concrete Pump is equipped with a boom, which is capable of extending 90' or more, the engineer shall receive $.50 per hour extra.

Truck Mounted Concrete Conveyor:

Truck Mounted Concrete Conveyors equipped with conveyors that are capable of extending 90' or more, the engineer shall receive an extra $.50 per hour.

Underground Work:

Employees working in tunnels, shafts, etc. shall be paid an additional $.40 per hour. Employees working under air pressure 1/2 pound to 7 pounds shall receive an additional $.50 per hour. Employees working under air pressure of 7 pounds or over shall receive $.65 per hour more.

Mining Machines- Boring Machines:

The crew operating and maintaining the Mining Machines shall be compensated an additional $.50 per hour.

* ENGI0150-024 06/01/2014

DUPAGE, KANE, KENDALL, LAKE, McHENRY, and WILL COUNTIES

Rates Fringes

OPERATOR: Power Equipment

GROUP 1.....................$ 45.30 32.05

GROUP 2.....................$ 44.75 32.05

GROUP 3.....................$ 42.70 32.05

GROUP 4.....................$ 41.30 32.05

GROUP 5.....................$ 40.10 32.05

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Plant*; Asphalt Heater and Planer combination; Asphalt Heater Scarfire*, Asphalt Spreader;

Autograder/ GOMACO or similar; ABG Paver*, Backhoes with Caisson attachment*, Ballast Regulator, Belt Loader*;

Caisson Rigs*Car Dumper, Central Redi-Mix Plant*, Combination Backhoe; Front End Loader Machine (1 cu yd or over Backhoe bucket or with attachments); Concrete Breaker (truck mounted); Concrete Conveyor; Concrete Paver over 27E cu ft*; Concrete Placer*; Concrete Tube Float; Cranes, all attachments*; Cranes, Hammerhead, Linden, Peco and machines of a like nature*; Creter Crane; Crusher, stone; All Derricks; Derrick Boats; Derricks, traveling*; Dowell Machine with Air Compressor ($1.00 above Class 1);

Dredges*; Field Mechanic Welder; Formless Curb and Gutter Machine*; Gradall and machines of a like nature*; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver mounted*; Hoists, one, two, and three Drum; Hydraulic Backhoes*; Backhoes with Shear attachments*; Mucking Machine; Pile Drivers and Skid Rig*; Pre-Stress Machine;

Pump Cretes Dual Ram (requires frequent lubrication and water)*; Rock Drill- Crawler or Skid Rig*; Rock Drill truck mounted*; Rock/ Track Tamper; Roto Mill Grinder, (36" and over)*; Slip-Form Paver*; Soil Test Drill Rig, truck mounted*; Straddle Buggies; Hydraulic Telescoping Form (tunnel); Tractor Drawn Belt Loader*; Tractor Drawn Belt

Loader with attached Pusher (two engineers); Tractor with boom; Tractaire with attachment; Traffic Barrier Transfer Machine*; Trenching Machine; Truck Mounted Concrete Pump with boom*; Underground Boring and/or Mining Machines 5 ft in diameter and over tunnel, etc.*; Wheel Excavator* & Widener (Apsco); Raised or Blind Hoe Drill, Tunnel & Shaft*

GROUP 2: Batch Plant*; Bituminous Mixer; Boiler and Throttle Valve; Bulldozer; Car Loader Trailing Conveyors;

Combination Backkhoe Front End Loader Machine, (less than 1 cu yd Backhoe Bucket with attachments); Compressor and Throttle Valve; Compressor, common receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine;

Concrete Mixer or Paver 7S series to and including 27 cu ft; Concrete Spreader; Concrete Curing Machine; Burlap Machine; Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or similar type);

Drills (all); Finishing Machine-Concrete; Greaser Engineer;

Highlift Shovels or Front End Loader; Hoist- Sewer Dragging Machine; Hydraulic Boom Trucks, all attachments;

Hydro-Blaster (requires two operators); Laser Screed*;

Locomotives, Dinky; Off-Road Hauling Units (including articulating); Pump Cretes; Squeeze Cretes-Screw Type pumps, Gypsum Bulker and Pump; Roller Asphalt; Rotary Snow Plows; Rototiller, Seaman, self-Propelled; Scoops-Tractor Drawn; Self- propelled Compactor; Spreader-Chip-Stone;

Scraper; Scraper-Prime Mover in Tandem regardless of size (add $1.00 to Group 2 hourly rate for each hour and for each machine attached thereto add $1.00 to Group 2 hourly rate for each hour); Tank Car Heater; Tractors, Push, pulling Sheeps Foot, Disc, or Compactor, etc; Tug Boats

GROUP 3: Boilers; Brooms, all power propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer, two bag and over; Conveyor, Portable; Farm type Tractors used for mowing, seeding, etc; Fireman on Boilers; Forklift Trucks; Grouting Machines; Hoists, Automatic; Hoists, all Elevators; Hoists, Tugger single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-hole Digger; Power Saw, Concrete, Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with A-Frame; Work Boats; Tamper-Form motor driven

GROUP 4: 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; Directional Boring Machine; Generators - Small 50 kw and under; Generators - Large , over 50 kw; Heaters, Mechanical; Hydraulic power unit (Pile Driving, Extracting or Drilling); Light Plants (1 to 5); Pumps, over 3" (1 to 3, not to exceed a total of 300 ft); Pumps, Well Points; Tractaire; Welding Machines (2 through 5); Winches, 4 small electric drill winches;

GROUP 5: Bobcats (All); Brick Forklifts; Oilers; Directional Boring

*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

IRON0498-003 06/01/2013

BOONE, DEKALB (EXCEPT Southeast), and MCHENRY (Northwest)

COUNTIES

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

LABO0002-004 06/01/2014

DUPAGE COUNTY

Rates Fringes

LABORER (SEWER CONSTRUCTION)

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

GROUP 2.....................$ 38.12 24.40

GROUP 3.....................$ 38.22 24.40

GROUP 4.....................$ 38.35 24.40

GROUP 5.....................$ 39.00 24.40

LABORER CLASSIFICATIONS

GROUP 1: Signalmen Top Laborers, and all other Laborers not Mentioned.

GROUP 2: Concrete Laborers; Steel Setters.

GROUP 3: Cement Carriers; Cement Mixers; Concrete Repairmen;

Mortar Men; Scaffold Men; and Second Bottom Men.

GROUP 4: Bottom Men; Bracers-Bracing; Bricklayer's Tender;

Catch Basin Digger; Drainlayer; Dynamiter; Form Men;

Jackhammermen; Powerpac; Pipelayers; Rodders; Welders & Burners; Well Point System Men.

GROUP 5: Asbestos Abatement Laborers, Toxic and Hazardous Waste Removal Laborers & Dosimeter use (any device) Monitoring Nuclear Exposure.

LABO0002-009 06/01/2014

DU PAGE COUNTY

Rates Fringes

LABORER (Compressed Air) 0 - 15 lbs..................$ 39.00 24.40 16 - 20 lbs.................$ 40.50 24.40 21 - 26 lbs.................$ 41.00 24.40 27 - 33 lbs.................$ 42.00 24.40 34 lbs and over.............$ 43.00 24.40 LABORER (Tunnel and Sewer)

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

GROUP 2.....................$ 38.125 24.40

GROUP 3.....................$ 38.22 24.40

GROUP 4.....................$ 38.35 24.40

GROUP 5.....................$ 39.00 24.40

LABORER CLASSIFICATIONS (TUNNEL)

GROUP 1: Cage tenders; Dumpmen; Flagmen; Signalmen; Top laborers

GROUP 2: Air hoist operator; Key board operator; concrete laborer; Grout; Lock tenders (Free Air Side); Steel setters; Tuggers; Switchmen; Car pusher

GROUP 3: Concrete repairmen; Lock tenders (pressure side);

Mortar men; Muckers; Grout machine operators; Track layers

GROUP 4: Air trac drill operator; Miner; Bricklayer tenders;

Concrete blower operator; Drillers; Dynamiters; Erector operator; Form men; Jackhammermen; Powerpac; Mining machine operators; Mucking machine operator; Laser beam operator;

Liner plate and ring setters; Shield drivers; Power knife operator; Welder- burners; Pipe jacking machine operator;

skinners; Maintenance technician

GROUP 5: Asbestos abatement laborer; Toxic and hazardous waste removal laborer; Dosimeter (any device) monitoring nuclear exposure

LABORER CLASSIFICATIONS (SEWER)

GROUP 1: Signalmen; Top laborers and All other laborers

GROUP 2: Concrete laborers and Steel setters

GROUP 3: Cement carriers; Cement mixers; Concrete repairmen;

Mortar men; Scaffold men; Second Bottom men

GROUP 4: Air trac drill operator; Bottom men;

Bracers-bracing; Bricklayer tenders; Catch basin diggers;

Drainlayers; dynamiters; Form men; Jackhammermen; Powerpac;

Pipelayers; Rodders; Welder-burners; Well point systems men

GROUP 5: Asbestos abatement laborer, Toxic and hazardous waste removal laborer; Dosimeter (any device) monitoring nuclear exposure

LABO0032-007 05/01/2014

DE KALB COUNTY

Rates Fringes

LABORER

General Laborer.............$ 33.56 25.43 Skilled Laborer.............$ 36.16 25.43

LABORER CLASSIFICATIONS

General Laborer: Carpenter Tender, Tool Cribman, Fireman or Salamander Tender, Flagman, Gravel Box Man, Bumpman & Spotter, Form Handler, Material Handler, Fencing Laborer, Cleaning Lumber, Pit Man, Material Checker, Landscaper, Unloading Explosives, Laying of Sod, Planting of Trees, Asphalt Workers With Machine & Layers, Asphalt Plant Laborer, Wrecking, Fire-proofing, Driving Stakes, Stringlines for All Machinery, Window Cleaning, Demolition Worker, Explosive Handling, Trimming & Removal of Trees, Multi-Plate Pipe, Pilot Cars for Traffic Control, Power Rigging

Skilled Laborer: Asbestos Abatement Worker; Hazardous Waste Worker Handling any Materials with any Foreign Matter Harmful to Skin or Clothing, Track Labor, Cement Handler, Chloride Handler, Unloading & Laborers with Steel Workers & Re-bars, Wet Concrete Workers, Tunnel Tenders in Free Air, Batch Dumper, Mason Tender, Kettle & Tar Man, Tank Cleaner, Plastic Installer, Scaffold Worker, Motorized Buggies or Motorized Unit Used For Wet Concrete or Handling of Building Materials, Laborers With De-Watering Systems, Sewer Workers Plus Depth, Vibrator Operator; Cement Silica, Clay, Fly Ash, Lime & Plasters Handlers (Bulk or Bag);

Cofferdam Worker Plus Depth, Concrete Paving, Placing, Cutting & Tying of Reinforcing, Deck Hand, Dredge Hand and Shore Laborer, Bankman on Floating Plant, Grade Checker, Power Tools, Front End Man on Chip Spreader, Caisson Worker Plus Depth, Gunnite Nozzleman, Leadman on Sewer Work, Welder, Cutter, Burner & Torchman, Chain Saw Operator, Jackhammer & Drill Operator, Layout Man and/or Tile Layer, Steel Form Setter - Street & Highway, Air Tamping Hammerman, Signal Man On Crane, Concrete Saw Operator, Screenman on Asphalt Paver, Tending Masons with Hot Material or Where Foreign Materials are used, Mortar Mixer Operator, Multiple Concrete Duct - Leadman, Luteman, Asphalt Raker Curb Asphalt Machine Operator, Ready Mix Scaleman Permanent Portable or Temporart Plant, Laborer Handling Masterplate or Similar Materials, Laser Beam Operator, Concrete Burning Machine Operator, Coring Machine Operator, Plaster Tender, Underpinning & Shoring of Buildings, Pump Man, Manhole & Catch Basin, Dirt & Stone Tamper, Hoseman on Concrete Pump.

LABO0075-002 06/01/2014

WILL COUNTY

Rates Fringes

LABORER

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

GROUP 2.....................$ 38.22 24.40

GROUP 3.....................$ 38.27 24.40

GROUP 4.....................$ 38.35 24.40

GROUP 5.....................$ 38.80 24.40

GROUP 6.....................$ 39.10 24.40

GROUP 7.....................$ 39.00 24.40

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;…