Amendment_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to answ er RFIs submitted and, subsequently, update the bid schedule. The w age determination is updated. The bid opening date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 23

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

16C. DATE SIGNED

BY 10-Jul-2018

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 W912WJ-18-B-0016

X 9B. DATED (SEE ITEM 11)

14-Jun-2018

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

10-Jul-2018

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ-18-B-0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

BIDDING SCHEDULE

Refer to Section 01 22 00 MEASUREMENT AND PAYMENT.

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

Base Bid Items

0001 16-inch DI Pipe 5,070 LF $______ $________

0002 12-inch DI Pipe 3,700 LF $______ $________

0003 8-inch DI Pipe 1,900 LF $______ $________

0004 20-inch Restrained Joint DI Pipe 202 LF $______ $________

0005 16-inch Restrained Joint DI Pipe 7,900 LF $______ $________

0006 12-inch Restrained Joint DI Pipe 5,700 LF $______ $________

0007 8-inch Restrained Joint DI Pipe 3,600 LF $______ $________

0008 6-inch Restrained Joint DI Pipe 200 LF $______ $________

0009 4-inch DI Pipe for School Services 600 LF $______ $________

0010 16” x 16” x 16” Tee 5 EA $______ $________

0011 16” x 16” x 12” Tee 6 EA $______ $________

0012 16” x 16” x 8” Tee 11 EA $______ $________

0013 16” x 16” x 8” x 8" Cross 1 EA $______ $________

0014 12” x 12” x 12” Tee 5 EA $______ $________

0015 12” x 12” x 8” Tee 6 EA $______ $________

0016 12” x 12” x 4” Tee 4 EA $______ $________

0017 12” x 8” Wye 1 EA $______ $________

0018 8” x 8” x 8” Tee 4 EA $______ $________

0019 4” x 4” x 4” Tee 1 EA $______ $________

0020 20” Butterfly Valve 1 EA $______ $________

0021 16” Butterfly Valve 43 EA $______ $________

0022 12” Gate Valve 37 EA $______ $________

0023 8” Gate Valve 30 EA $______ $________

0024 6” Gate Valve 1 EA $______ $________

0025 4” Gate Valve 8 EA $______ $________

0026 Fire Hydrant Assembly 57 EA $______ $________

0027 Manual Drain Assembly 1 EA $______ $________

0028 Water Service 1-inch Corporations 211 EA $______ $________

0029 Water Service 1.5-inch Corporations 12 EA $______ $________

0030 Water Service 2-inch Corporations 5 EA $______ $________

0031 Water Service 1-inch Curb Stops 211 EA $______ $________

0032 Water Service 1.5-inch Curb Stops 12 EA $______ $________

0033 Water Service 2-inch Curb Stops 5 EA $______ $________

0034 Water Service 1-inch Copper Pipe 19,000 LF $______ $________

0035 Water Service 1.5-inch Copper Pipe 3,500 LF $______ $________

0036 Water Service 2-inch Copper Pipe 2,700 LF $______ $________

0037 External Water Service Meter Pits 20 EA $______ $________

0038 Special 4-inch Water Service Meter Pits 2 EA $______ $________

0039 External Backflow Preventer 1 EA $______ $________

0040 Water Service Installation by Soil Piercing Method Under Sidewalks 1,120 LF $______ $________

0041 Plumbing Work Required to Complete New Water Service Installation to Building Cold Water Feed Plumbing 115 EA $______ $________

0042 Decommissioning of Water Supply Wells 125 EA $______ $________

0043 Conversion of Water Supply Wells to Monitoring Wells 3 EA $______ $________

0044 Decommissioning of Durham Fairground Wells 1 Job Job $________

0045 Removal and Disposal of Treatment Units 52 EA $______ $________

0046 Stream Crossing, STA 904+50 to STA 905+50 1 Job Job $________

0047 Stream Crossing, STA 509+20 to STA 512+00 1 Job Job $________

0048 Stream Crossing, STA 410+50 to STA 412+00 1 Job Job $________

0049 Long Hill Pump Station Modifications 1 Job Job $________

0050 Meter Vault at Main Street, STA 125+60+/- 1 Job Job $________

0051 PRV Vault at Main Street, STA 163+50+/- 1 Job Job $________

0052 Excavation and Backfill of Test Pits 100 CD $______ $________

0053 Excavation of Earth Material Outside of Standard Trench Limits 7,600 CD $______ $________

0054 Rock and/or Boulder Excavation Including Replacement With Suitable Fill Material 1,800 CD $______ $________

0055 Bank-run Gravel 2,000 CD $______ $________

0056 Additional Screened Gravel 2,000 CD $______ $________

0057 Selected Borrow 1,100 CD $______ $________

0058 Removal and Disposal of Contaminated Material 1,100 CD $______ $________

0059 Miscellaneous Concrete 100 CD $______ $________

0060 Sheeting Left in Place 200 SY $______ $________

0061 Concrete Sawcut in State Roads 11,000 LF $______ $________

0062 Bituminous Sawcut in Town Roads 73,300 LF $______ $________

0063 Road Gravel Base Course Material 500 CD $______ $________

0064 3-inch Trench Pavement Furnished and Placed in Town Roads 500 SY $______ $________

0065 6-inch Trench Pavement in State Roads 7,300 SY $______ $________

0066 HMA S1 Bituminous Concrete to Match Existing Thickness in State Roads 1,300 Ton $______ $________

0067 2-inch Overlay Pavement in Town Roads 43,600 SY $______ $________

0068 Milling and 2-inch Overlay Pavement Furnished and Placed in State Roads 31,000 SY $______ $________

0069 Driveway Apron Overlay at State Roadways 600 SY $______ $________

0070 6-inch Bituminous Concrete Curbing 360 LF $______ $________

0071 Main Street Traffic Loop Detector at Middlefield Road 1 Job Job $________

0072 Main Street Traffic Loop Detector at Wallingford Road 1 Job Job $________

0073 Main Street Traffic Loop Detector at Pickett Lane 1 Job Job $________

0074 Calcium Chloride, Furnished and Placed for Dust Control 2,000 LB $______ $________

0075 Erosion Control Silt Fence, Furnished and Placed for

Dust Control 8,200 LF $______ $________

0076 Uniformed Police Officers 1 Job Job $________

0077 Dewatering for Water Main Installation, Furnished, Installed, Maintained and Removed 1 Job Job $________

0078 Dewatering for Stream Crossing at STA 904+50 to STA 905+50 Furnished, Installed, Maintained and Removed 1 Job Job $________

0079 Dewatering for Stream Crossing at STA 509+20 to STA 512+00

0080 Dewatering for Stream Crossing at STA 410+50 to STA 412+00

0081 Coordination, Permitting, Traffic Control, Site Preparation, Environmental Controls, and Turf Establishment or Other Incidental Work 1 Job Job $________

0082 Engineer’s Field Office, Furnished, Installed, 0083 Engineer’s Field Office, Maintained 36 MO $______ $________

0084 Construct Water Treatment System, Furnished, Installed

0085 Construct Water Treatment System, Operated and Maintained 20 MO $______ $________

0086 Construction Water Analytical Testing 1 Job Job $________

0087 Water Storage Tank and Access Roadway to STA 23+00 1 Job Job $________

0088 Booster Station and Appurtenances (Sta. 750+59) 1 Job Job $________

0089 Permanent Electrical Service to Water Tank, Booster Station, Meter Station, and PRV Vault 1 Job Job $20,000

0090 Permanent Telephone Service to Water Tank, Booster Station, and Meter Station 1 Job Job $15,000

0091 Permanent Natural Gas Service to Booster Station 1 Job Job $5,000

0092 Connecticut Water Service Company Service Connections 1 Job Job $50,000

0093 Connection Fee for Access to City of Middletown Water System 1 Job Job $140,000

TOTAL ESTIMATED AMOUNT $_____________

Note 1: "CD" = Cubic Yard, "EA" = Each, "LB" = Pound, "LF" = Linear Foot, "MO" = Month, "SY" = Square Yard.

Note 2: Bidders must bid all items. The work will be awarded as a whole to one bidder.

Note 3: All work shall be completed within the time period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, Subpart COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-10.

Note 4: In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

-- End of Document --

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

Amendment 0002:

Responses to RFIs 1-7 are contained in Amendment 0001

8. The detail on plan sheet C-505 (State Road with Reinforced Concrete Base Temporary Trench Pavement Detail). This detail appears to entail the permanent trench work which we assume are covered by pavement items 0065 & 0066. No, the temporary trench pavement details are covered in the cost for each type Pipe Item. Refer to Specifications, Section 01 22 00, Measurement and Payment.

Refer to the same Section 01 22 00 for items 0065 and 0066. These items include estimated quantities to determine supplemental costs, if needed, for bituminous adjustments related to State

Road pavement restoration as required or directed by CTDOT and /or the Contract Authority, including as follows; (0065) for up to 6-in of supplemental bituminous to match existing concrete base thickness, and (0066) to replace the concrete base where the trench limits reduce the width of the remaining concrete base in the shoulder to less than 3’ft remaining.

8a: What is the temporary pavement depth requirement for the state road and is this expense part of the DI Pipe and Service Pipe Items? As noted above this expense is part of the DI Pipe and Service Pipe Items. Refer to Sheet C-502 through C-505 for the related water main, services, appurtenances, and restoration details.

8b: What is the permanent paving item for the two – 2” Bituminous Concrete S 0.5 Courses? The permanent paving pay item for State roads is Item Number 0068. The permanent paving pay item number for Town roads is 0067.

9. Item 0068 – The item for mill and 2” overlay of the roadway on state roads appears to be very low. Are the quantities of 0067 & 0068 inverted? No, the quantities are not reversed. The quantity for Item 0067 is correct, but 0068 is low and the quantity should be increased to 31,000 SY. As shown shaded on the drawings, Town roadway overlay (Item 0067) is full width and includes all streets other than State Roads where the overlay is limited to ½ roadway width or as otherwise indicated on the drawings for services, etc. Refer to revised bid schedule with revised quantity for bid item 0068. See also clarification in question 31 below.

10. Detail Sheet C-505 (City and Town Roads and State Roads Shoulders Temporary Trench Pavement Detail). Is the cost for this detail to be carried in the DI Pipe and Service Pipe Items?

Yes, refer to Section 01 22 00 Also, will this pavement stay in place and will it be used as the permanent trench base? Yes.

11. The bookmarks in volume 1 of 2 of Specs_Vol_1_Durham_Waterline_10_May_2018_Final, show Division 0 - Contract Documents and Division 1 - General Requirements, however, when you click on them, they are unavailable. They are also, not listed in the table of contents. And are not included anywhere in the package. The bookmarks in volume 2 of 2, show Division 0 - Contract Documents and Division 1 - General Requirements in the table of contents, however, they are nowhere to be found in the document. Can you please clarify? Sections 0 and 1 were removed from the AE’s specifications and superseded by the solicitation and USACE specifications. Please ignore the residual bookmarks from the AE’s specifications.

12. Please provide an accurate Engineer’s Estimate/Project Budget [the Solicitation lists a range of $10,000,000 to $30,000,000]. Per FAR 36.204, the government establishes a price range for construction contracts. The government does not provide potential bidders with the Independent

Government Estimate until the bid opening. The solicitation will thus not be updated with the Engineer’s Estimate.

13. What is the RFI Deadline or Deadline for Questions? RFIs are requested to be submitted prior to a week and a half before the bid opening date.

14. What is the anticipated Award Date? Per section 13. D of the solicitation, the government has 60 calendar days for bid acceptance.

15. What is the anticipated Notice to Proceed date? Notice to proceed will be issued after approving the awardee’s performance and payment bonds.

16. Is there a specified percentage goal or requirement for WBE participation? This is a small-business set aside. There is no subcontracting plan required. See clause 52.222-23.

17. Is there a specified percentage goal or requirement for MBE participation? See clause 52.222-23.

18. Please confirm that Buy American or American Iron and Steel (AIS) is in fact a requirement for this project. See clause 52.225-11 and 52.225-12.

19. Please confirm that State of Connecticut Prevailing Wages are in effect and supersede Federal Davis-Bacon wages on the project. See the solicitation. As this is a federal construction project, Davis-Bacon wages supersede all other wages.

20. Final Completion is specified as 1095 days. Is there a specified Substantial Completion or specific Milestone Dates for elements of the construction? Contractor shall be required to complete all work within 1095 days of notice-to-proceed.

21. Is the project Tax Exempt? Tax exemption is granted on a case by case basis and submitted to the contracting officer after award for approval.

22: Background: According to Sheet M-101, the bottom of the perimeter footing is at elevation 437.50’, which corresponds to a 3’-6” footing thickness (depth). It is assumed that the reason for this is to provide sufficient frost protection from finish grade to the bottom of the footing. Given a finish grade elevation of 442’, the resulting frost protection depth is 4’-6” (442.0’ – 437.50’).

Question: Is it acceptable to provide the necessary 4’-6” deep frost protection by a combination of 1’-0” high backfill, the standard 1’-3”-thick footing and a 2’-3”-thick layer of permeable, open-grade crushed stone which is not susceptible to ice lens formation and propagation?

[Please see attached Fig. 2(a) and 2(b)]. The area in question is labelled as the ‘Leveling Base’ on sheet M-101. Contractors shall bid the leveling base detail as depicted on sheet M-101. Note that the ‘Leveling Base’ material shall conform to the requirements of Specification Section 02224, Bank or Crushed Gravel.

23. Section 13225, Page 24, Part B.5, states we are to provide two coats of NSF 61 compliant epoxy coating on the exterior of the aluminum roof hatches. Aluminum accessories for

Prestressed Concrete Tanks are never coated so that the Owner has a maintenance-free structure.

The coating of this accessory is an unnecessary expense and will require future maintenance.

Can this requirement be deleted from the specifications? Roof hatches shall be painted as specified.

24. Section 13225, Page 24, Part C.4, states we are to provide two coats of NSF 61 compliant epoxy coating on the exterior of the aluminum roof vent. Aluminum accessories for Prestressed Concrete Tanks are never coated so that the Owner has a maintenance-free structure. The coating of this accessory is an unnecessary expense and will require future maintenance. Can this requirement be deleted from the specifications? Roof vents shall be painted as specified.

25. Section 13225, Page 26, Part F.5, states we are to provide two coats of NSF 61 compliant epoxy coating on the aluminum exterior ladder and ladder cage. Aluminum accessories for Prestressed Concrete Tanks are never coated so that the Owner has a maintenance- free structure.

The coating of this accessory is an unnecessary expense and will require future maintenance.

Can this requirement be deleted from the specifications? Exterior ladder and cage shall be painted as specified.

26. Section 13225, Page 26, Part H.3, states we are to provide two coats of NSF 61 compliant epoxy coating on the aluminum roof railings. Aluminum accessories for Prestressed Concrete Tanks are never coated so that the Owner has a maintenance-free structure. The coating of this accessory is an unnecessary expense and will require future maintenance. Can this requirement be deleted from the specifications? Railing shall be painted as specified.

27. Will there be an escalation clause for the cost of materials especially ductile iron pipe, copper pipe for service lines, and bituminous pavement? No. There will be no escalation clause for materials.

28. Please clarify if the foundations for the buildings are cast in place or precast. Foundations for structures/buildings shall be precast concrete as noted on sheets M-107, M-108, M-109 and M- 110.

29. Please clarify that the meter building can be pre-cast as multiple sections. The Meter Building (Sheet M-109) can be constructed as multiple sections. Note that on sheets M-107, M- 108 and M-110 a joint is visible between the structure walls and structure roof. This detail is not shown on M-107 due to the proximity of the exhaust fan and vent.

30. Please clarify if there is a structure adjacent to the north side of the altitude valve vault at the tank site as shown on Drawing C-3. This is not shown elsewhere in the plans or details. The structure on the north side of the altitude valve vault as shown on sheet C-3 is electric utility meter. See sheet E-3.

31. Please clarify if the water main trench detail as shown on Drawing C-502 which shows 6” of ¾” crushed stone bedding wrapped in filter fabric under the sand bedding is applicable to all water main trenches or just in areas where unsuitable material is encountered. The ¾” stone detail is applicable to all water main trenches.

32. Clarification – The drawings are not 100% clear as to which roads receive a 2” overlay for their final paving versus which roads receive a milling and 2” overlay for their final paving.

The following roads receive milling and 2” overlay: all roads in Middletown; all state roads in Durham including Routes 17 and 68. (Pay item 0068)

The following roads receive 2” overlay pavement: all non-state roads in Durham. (Pay item 0067)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

WAGE RATES

General Decision Number: CT180015 07/06/2018 CT15

Superseded General Decision Number: CT20170015

State: Connecticut

Construction Type: Heavy

Counties: Middlesex and Tolland Counties in Connecticut.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 04/13/2018 3 05/18/2018

4 06/15/2018 5 06/22/2018 6 06/29/2018 7 07/06/2018

BRCT0001-011 01/02/2018

Rates Fringes

BRICKLAYER.......................$ 33.48 31.66

BRCT0001-012 01/02/2018

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 33.48 31.66

CARP0326-012 05/07/2018

MIDDLESEX COUNTY

TOLLAND COUNTY

Andover, Columbia, Coventry, Hebron, Mansfield, Union, Willington

Rates Fringes

CARPENTER

CARPENTERS, PILEDRIVERS.....$ 32.60 25.34

DIVER TENDER................$ 32.60 25.34

DIVER.......................$ 41.06 25.34

MILLWRIGHT..................$ 33.14 25.74

CARP0326-016 05/07/2018

TOLLAND COUNTY

Bolton, Ellington, Somers, Tolland, Vernon

Rates Fringes

CARPENTER

CARPENTER, PILEDRIVER.......$ 32.60 25.34

DIVER TENDER................$ 32.60 25.34

DIVER.......................$ 41.06 25.34

MILLWRIGHT..................$ 33.14 25.74

ELEC0035-004 06/01/2018

Cromwell, Middlefield, Middleton and Portland

Rates Fringes

ELECTRICIAN......................$ 40.00 3%+25.97

ELEC0090-006 06/01/2018

Chester, Clinton, Deep River, Durham, East Haddam, East Hampton, Essex, Haddam, Killingsworth, Old Saybrook, Westbrook

ELECTRICIAN......................$ 37.50 3%+27.91

ENGI0478-001 04/01/2018

Rates Fringes

Power equipment operators:

GROUP 1...................$ 39.55 24.05

GROUP 2...................$ 39.23 24.05

GROUP 3...................$ 38.49 24.05

GROUP 4...................$ 38.10 24.05

GROUP 5...................$ 37.51 24.05

GROUP 6...................$ 37.20 24.05

GROUP 7...................$ 36.86 24.05

GROUP 8...................$ 36.46 24.05

GROUP 9...................$ 36.03 24.05

GROUP 10...................$ 33.99 24.05

GROUP 11...................$ 33.99 24.05

GROUP 12...................$ 33.93 24.05

GROUP 13...................$ 35.46 24.05

GROUP 14...................$ 33.35 24.05

GROUP 15...................$ 33.04 24.05

GROUP 16...................$ 32.21 24.05

GROUP 17...................$ 31.80 24.05

GROUP 18...................$ 31.15 24.05

Hazardous waste premium $3.00 per hour over classified rate.

Crane with boom, including jib, 150 feet - $1.50 extra.

Crane with boom, including jib, 200 feet - $2.50 extra.

Crane with boom, including jib, 250 feet - $5.00 extra.

Crane with boom, including jib, 300 feet - $7.00 extra.

Crane with boom, including jib, 400 feet - $10.00 extra

All Cranes: When crane operator is operating equipment that requires a fully licensed crane operator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefit contributions:

1) Crane handling or erecting structural steel or stone, hoisting engineer(2 drums or over)

2) Cranes(100 ton rated capacity and over) Bauer Drill/Caisson

3) Cranes(under 100 ton rated capacity)

a. PAID HOLIDAYS: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Crane handling or erecting structural steel or stone, hoisting engineer (2 drums or over), front end loader (7 cubic yards or over), work boat 26 ft. and over.

GROUP 2: Cranes (100 ton capacity & over), Excavator over 2 cubic yards, piledriver ($3.00 premium when operator controls hammer), Bauer Drill/Caisson

GROUP 3: Excavator, cranes (under 100 ton rated capacity), gradall, master mechanic, hoisting engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power or operation) Rubber Tire Excavator (drott 1085 or similar); Grader Operator;

Bulldozer Fine Grade (slopes, shaping, laser or GPS, etc.)

GROUP 4: Trenching machines, lighter derrick, concrete finishing machine, CMI machine or similar, Koehring Loader (skooper).

GROUP 5: Specialty railroad equipment, asphalt spreader, asphalt reclaiming machine, line grider, concrete pumps, drills with self contained power units, boring machine, post hole digger, auger, pounder, well digger, milling machine (over 24' mandrel), side boom, combination hoe and loader, directional driller

GROUP 6: Front end loader (3 cu. yds. up to 7 cu. yards), bulldozer (Rough grade dozer) .

GROUP 7: Asphalt roller, concrete saws and cutters (ride on types), Vermeer concrete cutter, stump grinder, scraper, snooper, skidder, milling machine (24" and under Mandrel).

GROUP 8: Mechanic, grease truck operator, hydoblaster, barrier mover, power stone spreader, welder, work boat under 26 ft. transfer machine.

GROUP 9: Front end loader (under 3 cubic yards), skid steer loader (regardless of attachments), bobcat or similar, forklift, power chipper, landscape equipment (including hydroseeder).

GROUP 10: Vibratory hammer,ice machine, diesel & air, hammer, etc.

GROUP 11: Conveyor, earth roller, power pavement breaker (whiphammer), robot demolition equipment.

GROUP 12: Wellpoint operator.

GROUP 13: Portable asphalt plant operator, portable concrete plant operator, portable crusher plant operator.

GROUP 14: Compressor battery operator.

GROUP 15: Power Safety boat, Vacuum truck, Zim mixer, Sweeper; (Minimum for any job requiring a CDL license) .

GROUP 16: Elevator operator, tow motor operator (solid tire no rough terrain).

GROUP 17: Generator operator, compressor operator, pump operator,welding machine operator; Heater operator.

GROUP 18: Maintenance engineer.

ENGI0478-007 04/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR:

Asphalt Paver...............$ 37.51 24.05 Asphalt Roller..............$ 36.86 24.05 Asphalt Spreader............$ 37.51 24.05 Backhoe/Excavator 2 cubic yards and over..............$ 39.23 24.05 Backhoe/Excavator under 2 cubic yards.................$ 38.49 24.05 Bulldozer (Rough Grade Dozer)......................$ 37.20 24.05 Bulldozer Fine Grade(includes slopes, shaping, laser or gps)......$ 38.49 24.05 Crane handling or erecting structural steel or stone...$ 39.55 24.05 Cranes (100 ton capacity & over).......................$ 39.23 24.05 Cranes (under 100 ton rated capacity).............$ 38.49 24.05 Drills with self contained power units; Directional driller.....................$ 37.51 24.05 Earth Roller................$ 33.99 24.05 Forklift....................$ 36.03 24.05 Front End Loader (3 cubic yards up to 7 cubic yards)..$ 37.20 24.05 Front End Loader (7 cubic yards or over)..............$ 39.55 24.05 Front End Loader (under 3 cubic yards)................$ 36.03 24.05 Grader/Blade................$ 38.49 24.05 Maintenance Engineer/Oiler..$ 31.15 24.05 Mechanic....................$ 36.46 24.05 Rubber Tire

Backhoe/Excavator...........$ 38.49 24.05

a. PAID HOLIDAYS: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday.

b. Crane with boom, including jib, 150 feet - $1.50 extra .

Crane with boom, including jib, 200 feet- $2.50 extra.

Crane with boom, including jib, 250 feet - $5.00 extra.

Crane with boom, including jib, 300 feet - $7.00 extra.

Crane with boom, including jib, 400 feet - $10.00 extra.

All Cranes: When crane operator is operating equipment that requires a fully licensed crane operator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefit contributions:

1) Crane handling or erecting structural steel or stone, hoisting engineer(2 drums or over)

2) Cranes(100 ton rated capacity and over) Bauer Drill/Caisson

3) Cranes(under 100 ton rated capacity)

* IRON0015-008 06/30/2018

Rates Fringes

IRONWORKER, REINFORCING AND

STRUCTURAL.......................$ 35.47 35.14

a. PAID HOLIDAY: Labor Day provided employee has been on the payroll for the 5 consecutive work days prior to Labor Day.

LABO0056-004 04/01/2018

Rates Fringes

Laborers: (TUNNEL

CONSTRUCTION)

CLEANING, CONCRETE AND

CAULKING TUNNEL:

Concrete Workers, Form Movers and Strippers.......$ 31.28 19.84 Form Erectors..............$ 31.60 19.84

ROCK SHAFT, CONCRETE,

LINING OF SAME AND TUNNEL

IN FREE AIR:

Brakemen, Trackmen, Tunnel Laborers, Shaft Laborers...................$ 31.28 19.84 Laborers Topside, Cage

Tenders, Bellman...........$ 31.17 19.84 Miners.....................$ 32.22 19.84

SHIELD DRIVE AND LINER

PLATE TUNNELS IN FREE AIR:

Brakemen and Trackmen......$ 31.28 19.84 Miners, Motormen, Mucking Machine Operators, Nozzlemen, Grout Men, Shaft and Tunnel, Steel and Rodmen, Shield and Erector, Arm Operator, Cable Tenders..............$ 32.22 19.84

TUNNELS, CAISSON AND

CYLINDER WORK IN

COMPRESSED AIR:

Blaster....................$ 38.53 19.84 Brakemen, Trackmen, Groutman, Laborers, Outside Lock Tender, Gauge Tenders..............$ 38.34 19.84 Change House Attendants, Powder Watchmen, Top on Iron Bolts.................$ 36.41 19.84 Mucking Machine Operator...$ 39.11 19.84

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

No employee shall be eligible for holiday pay when he fails, without cause, to work the regular work day preceding the holiday or the regular work day following the holiday.

LABO0056-007 04/01/2018

Rates Fringes

LABORERS

GROUP 1.....................$ 30.05 19.84

GROUP 2.....................$ 30.30 19.84

GROUP 3.....................$ 30.55 19.84

GROUP 4.....................$ 31.05 19.84

GROUP 5.....................$ 31.80 19.84

GROUP 6.....................$ 32.05 19.84

GROUP 7.....................$ 16.00 19.84

LABORERS CLASSIFICATIONS

GROUP 1: Laborers (Unskilled), acetylene burner, concrete specialist

GROUP 2: Chain saw operators, fence and guard rail erectors, pneumatic tool operators and powdermen.

GROUP 3: Pipelayers, Jackhammer/Pavement breaker (handheld), mason tenders/catch basin builders, asphalt rakers, air track operators, block paver and curb setter

GROUP 4: Asbestos/lead removal

GROUP 5: Blasters

GROUP 6: Toxic waste remover

GROUP 7: Traffic control signalman

* PAIN0011-013 06/01/2018

Rates Fringes

PAINTER

Brush and Roller............$ 33.62 21.05 Spray Only..................$ 36.62 21.05 Steel Only..................$ 35.62 21.05

TEAM0064-001 04/01/2018

Rates Fringes

Truck drivers:

2 Axle Ready Mix............$ 29.23 23.33 2 Axle......................$ 29.13 23.33 3 Axle Ready Mix............$ 29.28 23.33 3 Axle......................$ 29.23 23.33 4 Axle Ready Mix............$ 29.38 23.33 4 Axle......................$ 29.33 23.33 Heavy Duty Trailer 40 tons and over....................$ 29.58 23.33 Heavy Duty Trailer up to 40 tons.....................$ 29.33 23.33 Specialized (Earth moving equipment other than conventional type on-the-road trucks and semi-trailers, including Euclids)....................$ 29.38 23.33

Hazardous waste removal work receives additional $1.25 per hour.

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and Good Friday, provided the employee has at least 31 calendar days of service and works the last scheduled day before and the first scheduled day after the holiday, unless excused.

TEAM0064-006 04/01/2018

TRUCK DRIVER: 4 Axle Truck......$ 29.33 23.33

Hazardous waste removal work receives additional $1.25 per hour.

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and Good Friday, provided the employee has at least 31 calendar days of service and works the last scheduled day before and the first scheduled day after the holiday, unless excused.

SUCT2002-010 12/16/2008

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 25.52 8.49

TRUCK DRIVER: 3 Axle & Semi

- Truck..........................$ 19.93 7.39

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)