Amendment_0004_W912P619B0001_-_City_of_Whiting,_Indiana_Water_Main_Improvements_Section_219.pdf

W81G6682222335

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

REFERENCE INVITATION FOR BIDS NO. W912P619B0001, "CITY OF WHITING, INDIANA WATER MAIN IMPROVEMENTS - SECTION 219, LAKE

COUNTY, INDIANA (USACE ACQUISITION)

-- THE DESCRIPTION OF THIS AMENDMENT CONTINUES ON THE FOLLOWING PAGES --

1. CONTRACT ID CODE PAGE OF PAGES

1 49

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

16C. DATE SIGNED

BY 14-Feb-2019

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 W912P619B0001

X 9B. DATED (SEE ITEM 11)

11-Jan-2019

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

14-Feb-2019

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:

W912P619B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

A. BID OPENING DATE AND TIME:

The Bid Opening Date and Time is NOT EXTENDED by this Amendment, therefore, bids are due by 2:00 p.m. (Central Time) on 19 February 2019. Detailed information regarding the submission of bids is located at Section 00 22 13 of the Solicitation document – See “IMPORTANT BID NOTES.”

B. BID OPENING ROOM:

The following section has been modified:

SECTION 00 22 13 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS, paragraph 4. a.

The designated Bid Opening Room is the Larry Conference Room, located on the 15th floor at 231 South LaSalle Street, Suite 1500, Chicago, Illinois 60604.

C. REVISIONS TO SECTION 00 10 00 - SOLICITATION

By this Amendment No. 0004, the government is issuing a Revised Bid Schedule, which changes the quantity of bid item no. 0001 AJ – Compacted Aggregate No. 73. Accordingly, the Bidder shall remove and replace the previously issued Schedule with the Revised Bid Schedule Enclosed herein, which shall be used to enter its Bid prices.

D. WAGE DETERMINATION: This Amendment encloses the most recent Wage Determination, General Decision IN1, dated 02/08/2019.

E. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries (SEE THE FOLLOWING).

Question 1: Sheets CU-103 thru CU-106 identify the 16' back alley behind Center Street as 2A - composite aggregate pavement. Is this correct? The quantities do not work. Or is this identified as 2 in the legend - 1.5" surface? Or is it something other, as identified on CU-106 as 1 - 6" agg, 2.5" intermediate & 1.5" surface? Please advise.

USACE Response Q1: The alley is to be composed of 2" Compacted Aggregate No. 73 and Compacted Aggregate No. 53 as indicated on sheets CU-103 through CU-106. As indicated the quantities do not work.

Plan Sheet Page G-002 - Summary of Quantities AND the Construction Solicitation and Specifications Certified Final Documents, Page No. 7 of 85, Item No. 00 01 AJ - Compacted Aggregate No. 73, original quantity shown was 10 TON, for Item No. 00 01 AJ - Compacted Aggregate No. 73, Quantity is 138 TON.

The original quantity will be replaced on the Bid Schedule. Based on the revised quantity, this addresses the remaining questions.

Question 2: Drawings indicated that a new NIPSCO gas main is to be installed. Will the NIPSCO work be completed prior to the USACE project commencing?

USACE Response Q2: The new NIPSCO gas main would be installed prior to the USACE project commencing.

Question 3: Drawing G-009 for the exfiltration trench indicated inlet and outlet pipes with different elevations for the new catch basin manhole. Drawing CU-107 indicated two outlet pipes sloped approximately 0.25% away from the new catch basin manhole. Which is the correct specification?

USACE Response Q3: Both pipes should gently slope away from the new catch basin manhole in order to provide time for the water to exfiltrate out of the pipe.

Question 4: Can water for the watering schedule described in Section 32 92 19 3.2.6 be obtained from a City of Whiting nearby fire hydrant?

USACE Response Q4: City will allow procurement of water from hydrants provided that contractor supplies a backflow preventer. No meter is required and City will not charge for water.

Question 5: Paragraph 2.2.1 CIPP Lining Tube, last sentence says that we must “provide fiberglass pressure pipe in accordance with AWWA C950”. I’m not sure what this is requiring as it applies to gravity sewer lining.

USACE Response Q5: Section 22.05.83.63, Page 4, Paragraph 2.2.1-Reference to AWWA C950 Fiberglass reinforced tube would not be required in a gravity sewer situation. The proper design thickness would provide a fully structural liner without any fiberglass product being needed. The specification also references an “integrated bladder” which is not commonly used in current lining techniques. While some companies may still use a bladder system, it is not common amongst most lining contractors utilizing an “inversion” installation method. As a result, the reference to AWWA C950 shall not apply.

Question 6: Paragraph 2.2.2 – Our standard chemical resistance testing appears to be insufficient as required in Table 1. This is a month long test that would probably take us 6 months to coordinate and execute. Is this going to kick our product out right off the bat? Below is a clipping from our resin submittal package. The concentration levels in your spec are higher.

USACE Response Q6: Section 22.05.83.63, Page 5, Paragraph 2.2.2- As referenced there was no clipping provided for your resin package unable to comment or review? The standard polyester resin (used in 99% of domestic sewage / storm sewer applications) complies with the concentrations shown in the Table 1 - The nitric acid, Phosporic acid, and Sulfuric acid concentrations in the current spec are higher than what is normally required. The currently specified concentrations may be related to the Epoxy resin requirement, which are addressed below.

In Section 22.05.83.63, Page 5, Paragraph 2.2.3 - It requires to provide an epoxy resin. The epoxy resin may meet the chemical resistance properties that were originally specified in Table 2, but epoxy is not necessary in a residential “standard issue” gravity sewer scenario. Typically, the only applications that is used in the industry is epoxy or vinyl ester resins are for extreme temperature/corrosion environments such as paper mills, breweries, or other industrial facilities. The standard polyester resin meeting the chemical resistance criteria above as well as the proper design parameters for physical properties will provide the 50-year design life commonly required of CIPP liners. The use of standard polyester resin shall be added as an acceptable resin for this project.

Question 7: Table 3 in paragraph 2.2.2 shows initial minimum structural requirements per ASTM F1743.

This covers pulled-in-place lining which we will not be doing. We would be doing inversion lining covered in ASTM F1216. Tensile Strength isn’t a reliably tested characteristic and isn’t included in F1216.

Tensile strength is generally used for pressure pipe and not for gravity sewer. Are we going to be required to include testing for Tensile Strength and required to remove and replace entire line segments if we do not meet 3000psi?

USACE Response Q7: Section 22.05.83.63, Page 5, Paragraph 2.2.2-Unable to located Table 3? I assume the reference is to Table 2. This Structural Property Properties is a standard and shall be in accordance with the method applicable. The inversion liner shall be in accordance with ASTM F1216 and the pulled-in-place shall be in accordance with ASTM F1742 and shall follow all of its applicable sub-sections.

Testing is commonly required to perform tensile strength on gravity pipe-liners to meet the specification for the physical properties. However, it has not been determined if testing will be required on this project.

Question 8: Are we actually required to use “light blue” tube? Our liner cures white.

USACE Response Q8: Section 22.05.83.63, Page 5, Paragraph 2.2.2- The specification requires some type of off-white wall coloring tube for CIPP resides in the aid of being able to see proper resin saturation of the liner during final video inspection. Off white resins or colored resin areas of felt that are resin poor will easily show up as bright with in the final video inspection. However, on this project white internal wall color is acceptable.

Question 9: Is curing by steam acceptable. Paragraph 3.1.7 is where it mentions that a representative from the Town of Crown Point would have to approve steam cure. There are overhead power lines at a couple manholes which might make water curing difficult.

USACE Response Q9: Section 22.05.83.63, Page 7, Paragraph 3.1.4.4 Stream Cure, Steam curing is acceptable. The sewer main lines in this project are under 11 feet in depth. Please note Steam curing is NOT allowed for sewers greater than 15 feet deep.

Section 22 05 83.63, Page 9 Paragraph 3.1.7 ---The sentence referring to ‘City of Crown Point’ shall be replaced with the ‘City of Whiting’. Steam curing question was answered in previous response.

If water curing is to be used, the liner could possibly be installed in reverse or downstream to upstream to avoid the overhead obstructions.

Question 10: Specification section 33 11 00 part 2.1.1 page 8 Stainless s tee T-head bolts and nuts shall be Series S30400 meeting ASTM A193/A193M. To prevent galling the entire surface of the bolt shall be spray coated with burgundy colored 1010 Xylan as manufactured by Whitford Worldwide or approved equal. Are stainless steel T-head Bolts Required for all MJ Fittings? Is 1010 Xylan required?

USACE Response Q10: Stainless T bolts are not necessary and do not need to be coated in 1010 Xylon.

Question 11: Are there any tapping fees or permits required for the two (2) 6” x6” taps?

USACE Response Q11: There are no permits required nor are there any tapping fees.

Question 12: Are there any fees for water usage or discharge?

USACE Response Q12: There are no fees for water usage or discharge.

Question 13: Can you please let me know the flow data on the 18” & 21” lines to be CIPP lined?

USACE Response Q13: The flow data information is not known. There are limited homes on the block but note this is a combination sewer system.

Question 14: Will the owner provide water?

USACE Response Q14: Answered in Q12.

Question 15: Will the owner provide a site for debris disposal?

USACE Response Q15: This will be discussed at the preconstruction meeting

Question 16: Can we use air inversion and steam curing?

USACE Response Q16: Per the specifications, the acceptable means of CIPP curing is steam and water

Question 17: Does Clean/CCTV include heavy cleaning? If yes, is there any existing videos of the sewer lines available?

USACE Response Q17: Yes, existing sewer video is available and has been answered previously in Amendment 002. Also, see Section 22.05.83.63, Page 6, Paragraph 3.3.1 --- Pipe Preparation, the cost of heavy cleaning if deemed necessary, shall not be paid for separately it shall be incidental to the Sanitary Sewer to be Pipelined, 18-inch and 21-inch.

Question 18: Do we have to install a pre-liner? If yes, is there any existing videos of the sewer lines available?

USACE Response Q18: Existing sewer video is available and has been answered previously in Amendment 0002.

Question 19: Do we have to include the cost for removal of protruding taps? If yes, is there any existing videos of the sewer lines available?

USACE Response Q19: There are no protruding taps in the existing sewer line, existing sewer video is available and has been "Answered previously in Amendment 0002.

Question 20: Do we have to include the cost for dye testing of the service laterals?

USACE Response Q20: Per the specifications the cost is incidental to the lateral re-instatements, there will be no additional costs to perform dye testing of the service laterals

Question 21: Do we have to perform grouting of the reinstated laterals?

USACE Response Q21: No there is no grouting specified for this project

Question 22: Reviewing the spec for the CIPP portion of the work, it appears that you are requesting a CIPP product that is not required for the gravity type application considered in this project. Would you be open to allowing a standard CIPP specification?

USACE Response Q22: Bid according to specification.

Question 23: The spec states the following: Ensure that the liner tube can conform to 45-degree and 90-degree bends, offset joints, bells, and disfigured pipe sections. 90 degree bends are a problem for our liner – can you remove the verbiage pertaining to 90 degree bends? If our camera cannot get through, our liner may not either and it runs the risk of stopping.

USACE Response Q23: Section 22.05.83.63, Page 4, Paragraph 2.2.1 - The existing condition of the pipe does not warrant a need for the liner to conform to these degrees in the pipe. However, the liner shall conform to offset joint, bells, and disfigured pipe. The existing sewer video shows the condition of the pipe and is available for viewing.

Question 24: In the specification for the sewer lining it states that the lining product must be able to conform to a 45 degree and 90 degree bends. I am unable to receive a quotation for the lining because the lining product will not conform to these requirements. Please clarify as soon as possible.

USACE Response Q24: answered in Q23.

F. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard at (312) 846‐ 5378; email: ericka.d.hillard@usace.army.mil.

(The aforementioned Revised Bid Schedule and Wage Determination follows)

END OF AMENDMENT NO. 0004

REVISED (VIA AMENDMENT NO. 0004)

Section 00 10 00 - Solicitation

CONTRACT BID FORM (BID SCHEDULE)

THE BELOW BID FORM SERVES AS THE BID SCHEDULE AND SHALL BE USED BY THE BIDDER

TO ENTER ITS BID PRICING

IMPORTANT NOTE - DISTINCTION OF LINE ITEMS:

The below Bid Schedule contains a combination of Firm Fixed Price (FFP) and cost reimbursable line items.

Although “FFP” is shown in the description of the cost reimbursable line items, it is not to be construed as a Firm Fixed Price line item. In this case, the FFP represents the Contract Type, which is firm fixed price.

Therefore, the contractor will be reimbursed as stated within the extended description of the cost reimbursable line items.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

WATER MAIN - BASE WORK

FFP

Bidders shall provide their pricing at sub-items 0001AA through 0001BH, as this Item 0001 identifies the information that relates directly to sub-items 0001AA through 000BH. Therefore, this Item 0001 is not to be scheduled separately for delivery, nor is it to be identified separately for shipment or performance. Further, Item 0001 is not to be separately priced for payment purposes.

PURCHASE REQUEST NUMBER: W81G6682222335

NET AMT

0001AA 1 Job

MOBILIZATION

FFP

Under this line item, the contractor is required to perform mobilization activities.

The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0001AB 1 Job

DEMOBILIZATION

FFP

Under this line item, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force from the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer may require the contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0001AC 1 Job

TRAFFIC CONTROL

FFP

0001AD 10 Linear

Foot

CURB AND GUTTER, REMOVE

0001AE 1 Each

CATCH BASIN, REMOVE

0001AF 405 Cubic

Yard

EXCAVATION, UNCLASSIFIED

0001AG 40 Linear

EXFILTRATION TRENCH, WITH PIPE

0001AH 1,600 Square

SUBGRADE TREATMENT, TYPE III

0001AJ 138 Net Ton

(2,000

LB).

COMPACTED AGGREGRATE NO. 73

0001AK 500 Net Ton

COMPACTED AGGREGATE NO. 53

0001AL 40 Net Ton

HMA PATCHING, TYPE B

0001AM 277 Square

MILLING ASPHALT, 1.5 INCH

0001AN 203 Square

MILLING ASPHALT, 4.0 INCH

0001AP 203 Square

PREPARATION OF BASE

0001AQ 280 Square

HMA PAVEMENT, 1.5 INCH

0001AR 823 Square

HMA PAVEMENT, 4.0 INCH

0001AS 1,103 Square

ASPHALT FOR TACK COAT

0001AT 10 Linear

CURB AND GUTTER, CONCRETE

0001AU 1 Each

CASTING 4, FURNISH AND ADJUST TO GRADE

0001AV 1 Each

CATCH BASIN, A8 MODIFIED

0001AW 36 Linear

REMOVE AND REPLACE 12 INCH STORM SEWER

REMOVE AND REPLACE 12 INCH STORM SEWER WITH WATER MAIN

QUALITY PIPE

0001AX 4 Linear

DUCTILE IRON WATER MAIN, CLASS 52

DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE

ENCASEMENT, 6 INCH

0001AY 1,225 Linear

DUCTILE IRON WATER MAIN, CLASS 52

DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE

ENCASEMENT, 8 INCH

0001AZ 1 Each

WATER VALVE, ADJUST

0001BA 1 Each

VALVE, 8 INCH

0001BB 4 Each

FIRE HYDRANT ASSEMBLY COMPLETE

0001BC 2 Each

TAPPING VALVES AND SLEEVES 6 INCH

0001BD 56 Linear

LINE, THERMOPLASTIC, SOLID, WHITE,6 INCH

0001BE 14 Linear

LINE, THERMOPLASTIC,SOLID, WHITE,24 INCH

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BF 175 Square

Yard

RESTORATION, SEEDING

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001BG 1 Lot

GOVERNMENT PRICE ALLOWANCE

FFP

GOVERNMENT PRICE ALLOWANCE FOR HTRW SERVICES

THIS IS A GOVERNMENT PRICE ALLOWANCE FOR "HTRW SERVICES"

AT A NOT TO EXCEED CEILING PRICE OF $10,000.00.

Payments will be reimbursed by the government in an amount for work preapproved by the COR at a NOT TO EXCEED PRICE OF $10,000.00. Only costs determined in writing to be reimbursable in accordance with the Contract set shall be reimbursable.

(1) The Contractor shall NOT incur any additional costs or perform any additional services outside of the ceiling price established hereunder. Should the Contractor determine that the allocated amount is insufficient because additional related services are deemed necessary, the government may negotiate a fair and reasonable price with the contractor to make price adjustments to the Contract.

(2) The Contractor shall coordinate all services with the Contracting Officer's Representative (COR) such that compliance with the ceiling price of this item and the tasks performed, the associated level of effort, and scheduling can be verified.

(3) The COR is responsible for processing payments. The contractor shall provide the COR with paid invoices and all other supporting cost information (labor, travel, per diem, subcontractor costs, etc.) for the verification of the Contractor's expenditures for this line item).

ANY UNUSED BALANCE WILL BE DEOBLIGATED AT THE END OF THE

CONTRACT PERIOD

NET AMT

$10,000.00 $10,000.00

$10,000.00

0001BH 1 Lot

PERFORMANCE AND PAYMENT BONDS

FFP

THIS IS A REIMBURSABLE LINE ITEM FOR BOND COVERAGE FOR LINE

ITEMS 0001AA THROUGH 0001BG.

The Government will reimburse the Contractor for the actual cost of acceptable bonds upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract price changes.

WATER MAIN - OPTION WORK

FFP

Bidders shall provide their pricing at sub-items 0002AA through 0002AG, as this Item 0002 identifies the information that relates directly to sub-items 0002AA through 0002AG. Therefore, this Item 0002 is not to be scheduled separately for delivery, nor is it to be identified separately for shipment or performance. Further, Item 0002 is not to be separately priced for payment purposes.

0002AA 1 Job

TRAFFIC CONTROL

0002AB 4 Each

CASTING, MODIFIED

0002AC 577 Linear

SANITARY SEWER TO BE PIPELINED, 18 INCH

0002AD 212 Linear

SANITARY SEWER TO BE PIPELINED, 21 INCH

0002AE 47 Each

SERVICE LATERALS TO BE REINSTATED

0002AF 4 Each

MANHOLE INTERIOR PROTECTIVE COATING

0002AG

PERFORMANCE AND PAYMENT BONDS

FFP

THIS IS A REIMBURSABLE LINE ITEM FOR BOND COVERAGE FOR LINE

ITEMS 0002AA THROUGH 0002AF.

The Government will reimburse the Contractor for the actual cost of acceptable bonds upon receiving evidence of payment (i.e. paid invoice) from the bonding company or agency, not to exceed the total amount of this contract line item. The Government will not pay more than the amount bid for this item. If the actual bond costs are less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions associated with contract price changes.

SUMMATION OF BID PRICES

BASE WORK (ITEMS 0001AA THROUGH 0001BH): $_____________________

OPTION WORK (ITEMS 0002AA THROUGH 0002AG): $____________________

OVERALL BID PRICE (INCLUDES LINE ITEMS 0001AA THROUGH 0001BH; 0002AA THROUGH

0002AG AND THE GOVERNMENT PRICE ALLOWANCE OF $10K ALREADY PROVIDED AT LINE

ITEM NUMBER 0001BG): $___________________

END OF REVISED BID SCHEDULE

UPDATED WAGE RATES:

General Decision Number: IN190001 02/08/2019 IN1

Superseded General Decision Number: IN20180001

State: Indiana

Construction Types: Building, Heavy and Highway

Counties: La Porte, Lake, Porter and St Joseph Counties in Indiana.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes and apartments up to and including 4 stories, HEAVY AND

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/04/2019 1 01/18/2019 2 01/25/2019 3 02/08/2019

ASBE0017-002 06/01/2017

LAKE AND PORTER COUNTIES

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 50.50 25.80

HAZARDOUS MATERIAL HANDLER

(INCLUDES PREPARATION,

WETTING, STRIPPING REMOVAL

SCRAPPING, VACUUMING, BAGGING

AND DISPOSAL OF ALL

INSULATION MATERIALS, WHETHER

THEY CONTAIN ASBESTOS OR NOT,

FROM MECHANICAL SYSTEMS).........$ 37.80 24.54

ASBE0075-001 06/01/2017

REMAINING COUNTIES

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 31.50 20.79

HAZARDOUS MATERIAL HANDLER

(includes preparation, wetting, stripping, removal, scrapping, vaccuming, bagging, and disposal of all insulation materials, whether they contain asbestos or not, from mechanical systems).........$ 23.00 14.40

BOIL0001-005 05/01/2017

LAKE COUNTY, City of Hammond; North of 114th Street

Rates Fringes

BOILERMAKER......................$ 46.18 29.58

BOIL0374-003 03/01/2018

Rates Fringes

BOILERMAKER......................$ 37.22 27.65

BRIN0004-011 06/01/2018

LAKE, LAPORTE AND PORTER COUNTIES

Rates Fringes

BRICKLAYER

Bricklayer; Stone Mason;

Pointer, Cleaner, Caulker...$ 37.80 23.42 Marble Finisher; Tile Finisher....................$ 29.00 15.54 Marble Mason; Terrazzo

Worker; Tile Layer..........$ 37.05 21.64 Terrazzo Finisher...........$ 30.00 15.54

BRIN0004-018 06/01/2018

SOUTH BEND: ST. JOSEPH COUNTY

Rates Fringes

BRICKLAYER

BRICKLAYER; STONE MASON;

POINTER, CAULKER, CLEANER...$ 29.00 15.96

MARBLE AND TILE FINISHER....$ 29.00 15.54

MARBLE AND TILE LAYER.......$ 30.57 18.36

TERRAZZO FINISHER...........$ 30.00 15.54

TERRAZZO WORKER.............$ 31.57 18.36

CARP0413-002 06/01/2018

St. Joseph County

Rates Fringes

CARPENTER........................$ 26.98 19.81

CARP0765-001 06/01/2018

LAKE, LAPORTE AND PORTER COUNTIES

Rates Fringes

CARPENTER........................$ 37.63 27.05

MILLWRIGHT.......................$ 37.73 26.85

CARP1029-001 06/01/2018

ADAMS, ALLEN, CASS, DEKALB, ELKHART, FULTON, GRANT, HOWARD,

HUNTINGTON, KOSCIUSKO, LAGRANGE, MARSHALL, MIAMI, NOBLE, ST.

JOSEPH, STEUBEN, TIPTON, WABASH, WELLS and WHITLEY COUNTIES

MILLWRIGHT.......................$ 26.63 23.76

ELEC0153-001 06/04/2018

ST JOSEPH COUNTY

Rates Fringes

Communication Technician.........$ 26.15 17.36

ELECTRICIAN......................$ 34.25 22.96

Includes the installation, operation, inspection, modification, maintenance and repair of systems used for the transmission and reception of signals of any nature, for any purpose, including but not limited to, sound and voice transmission/transference systems, communication systems that transmit or receive information and/or control systems, television and video systems, micro-processor controlled fire alarm systems, and security systems and the performance of any task directly related to such installation or service. The scope of work shall exclude the installation of electrical power wiring and the installation of conduit raceways exceeding fifteen (15) feet in length.

ELEC0531-001 05/28/2018

LAPORTE and PORTER COUNTIES

Rates Fringes

ELECTRICIAN......................$ 39.60 25.73

ELEC0697-001 05/28/2018

LAKE COUNTY

Rates Fringes

ELECTRICIAN......................$ 41.00 63.88%+3.18

ELEC0697-004 08/28/2017

LAKE COUNTY

Rates Fringes

Telecommunication Technician.....$ 31.00 24.95

Work covers low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including, telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V/SAT, bypass, CATV, WAN (WIDE AREA NETWORKS), LAN (local area networks), and ISDN (integrated system digital network).

Does not cover any work which properly comes under the work description of Inside JW (Journeyman Wireman), but shall cover the pulling of wire in raceways, but not the installation of raceways.

* ELEC1393-003 01/01/2019

LAKE & PORTER COUNTIES

(Calumet Area, North of U.S. Hwy 30)

Line Construction:

EQUIPMENT OPERATOR 1:

(Diggers 5th wheel type trucks, crawler type, D-4 and smaller, bucket trucks and live boom type line trucks).....................$ 34.69 16.21

EQUIPMENT OPERATOR 3

(Backhoe over 1/2 yard bucket capacity, cranes rated at 15 ton or more capacity) 95% of J.L. Rate..$ 43.00 18.62

GROUNDMAN...................$ 25.44 13.53

GROUNDMAN-TRUCK DRIVER......$ 30.79 15.08

LINEMAN.....................$ 44.40 19.03

ELEV0002-005 01/01/2019

ELEVATOR CONSTRUCTION

LAKE AND PORTER COUNTIES

Rates Fringes

ELEVATOR MECHANIC................$ 56.61 33.705+a+b

FOOTNOTES:

a) Eight Paid Holidays: New Year's Day; Veterans Day, Memorial Day; Independence Day; Labor Day; Thanksgiving Day; Friday after Thanksgiving and Christmas Day.

b) Employer contributes 8% of regular hourly rate to vacation pay credit for employee with more than 5 years of service, and 6% of regular hourly rate for less than 5 years of service.

ELEV0044-002 01/01/2019

Rates Fringes

ELEVATOR MECHANIC................$ 49.72 33.705+a+b

a) PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Vetern's Day, Thanksgiving Day, the Friday after Thanksgiving, and Christmas Day.

b) Employer contributes 8% of regular hourly rate to vacation pay credit for employee with more than 5 years of service;

6% for less than 5 years' service.

ENGI0150-001 06/01/2018

BUILDING CONSTRUCTION POWER EQUIPMENT OPERATORS:

LAKE, LAPORTE, and PORTER COUNTIES

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.75 34.48

GROUP 2.....................$ 39.95 34.48

GROUP 3.....................$ 35.65 34.48

GROUP 4.....................$ 33.45 34.48

GROUP 5.....................$ 28.00 34.48

POWER EQUIPMENT OPERATOR CLASSIFICATIONS:

GROUP 1: Asphalt Plant; Autograde; Batch Plant); Benoto (requires 2 engineers; Boiler & throttle valve; Boring machine (mining machine); Caisson Rigs; Central redi-mix plant; Combination Backhoe Endloader with backhoe bucket over 1/2 cu. yd. or with attachments; Combination tugger hoist & air compressor; Compressor & throttle; Concrete Breaker (truck mounted); Concrete conveyor; Concrete conveyor (truck mounted); Concrete paver over 27E cu.ft.;

Concrete paver 27E cu. ft. & under; Concrete placing boom;

Concrete pump/grout pump with boom (truck mounted);

Concrete pump with boom (truck mounted); concrete tower;

Cranes and Backhoes (All Attachments); Cranes, Hammerhead Tower; Creter Crane; Derricks (all); Derricks (traveling);

Forklift lull type; Forklift, 10 ton & over; Gradall, Hoist 1, 2, and 3 drums; Hoist (2 tugger l floor), Hydraulic Boom truck, Laser Screed, Locomotive (all), Motor patrol, Mucking Machine; Pile Driving and Skid rig, Pit machine, Prestress Machines, Pump cretes (and similar types), Rock Drill (self-propelled), Rock Drill Truck mounted; Slip form paver, Straddle buggies, Tractor with boom and side boom, Trenching Mechine; Winch Tractors, Welding machines (6-9), GROUP 2: Air Comporessor (3) (feeding a common receiver);

Asphalt Spreader; boilers; bulldozers; Combination Backhoe end loader with Backhoe bucket 1/2 cu. yd. and under or with attachments; Corboy drilling machine; Grader, Elevating; Grouting machines; Guard rail post driver;

Highlift Shovel or frontend loader; Hoist (automatic), Hoist (all elevators); Hoist (tugger and single drum); Post hole digger; rollers (all); Scoop (tractor drawn); Stone crushers; Tournapull; Winch trucks

GROUP 3: Air compressor - small 210 and under (1 to 5 not to exceed a total of 300 feet); Air compressor - large over 210; Air compressor (2) feeding a common receiver;

Combination - small equipment operator; Concrete mixer (two bag & over); Conveyor, portable; Forklift-under 10 ton;

Generator; Pumps (1 to 3 not to exceed a total of 300 feet); Pumps, well points; Steam generators; Tractors, farm & similar type; Welding machines (2 thru 5); Winches, 4 electric drillo winches

GROUP 4: Bull gang (crane erection crew); Heaters, mechanical (1 to 5); Oilers; Switchmen

GROUP 5: Fork lifts (Housing and commercial only)

ENGI0150-012 06/01/2018

BUILDING CONSTRUCTION

ST. JOSEPH COUNTY

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 29.45 28.35

GROUP 2.....................$ 28.10 28.35

GROUP 3.....................$ 27.30 28.35

GROUP 4.....................$ 26.50 28.35

GROUP 5.....................$ 23.90 28.35

POWER EQUIPMENT OPERATOR CLASSIFICATIONS:

GROUP 1: Mechanic, Asphalt Plant, Asphalt Spreader, Auto Grader; Batch Plant, Benoto (requires 2 Engineers), Boiler and Throttle Valve, Boring Machine (road), Bulldozers (with engines of 140 net horse power or more) Caisson Rigs, Central Redi-mix Plant, Concrete Conveyor Systems, Concrete Power (over 27E cu. ft.), Concrete Paver (27E cu. ft. and under), Concrete Pumps/Grout cncrete placer (Truck Mounted), Concrete Tower, Cranes and backhoes (all), Cranes, Hammerhead Tower, Creter Crane, Derricks (all), Forklift (capble of hoisting and mechanically moving forks horizontally), Grader, Elevating, Highlift Shovels or Front End Loaders (over 3 yd bucket), Hoists (2 or more drums), Locomotives (all), Laser screed, Motor Patrol, Pile Drivers and Skid Rig, Pre-Stress Machines, Pump Cretes & Similar Types, Rock Drill (Self-Propelled), Rock Drill (self propelled Truck Mounted), Scoops (tractor drawn), Slip-Form Paver, Tournapull, Tractor with Boom & Side Boom, Trenching Machine (12 or more inches in width), Combination Backhoe Front End Loader Machine with backhoe 1/2 yd bucket or attachments.

GROUP 2: Air Compressor (600 cu. ft. and over), Bob Cat (over 3/4 cu. yd.), Boilers, Broom (all powered propelled), Bull Dozers with engines of less than 140 net horsepower, combination backhoe front end loader 1/2 yf bskhhoe or under, Compressor and Throttle Valve, Concrete Breaker (truck mounted), Concrete Mixer (of moore than 21 cu. ft.

capacity), Forklift (with fixed or tilt mast), Greaser

Engineer, Highlift shovel or front endloader 3 yd bucket and under, Hoists (1 drum), Hydrulic Boom Truck, Post Hole Digger (vehicle mounted), Pump Cretes (squeze crete type pumps, Gypsum, bulker , Rollers(all), Steam Generators, Stone Crushers, Stradddle Buggies, Tractors, Winch Trucks (with "a" frame.

GROUP 3: Buck Hoist, Combination (small equipment operator), .Conveyor (portable), Grouting Machine, Hoist Elevators (material and personnel), Hydraulic Power Units, Grouting and Pile Driving, Stud Welder, Trenching Machines less than 12 inches in width, Welding Machines (8 through 15).

GROUP 4: Bobcat (up to and including 3/4 cu. yd.).

Compressor (over 210 cu. ft. and less than 600 cu. ft.), Generator (over 50 kw.), Heaters, Mechanical, Hoists (all elevator, permanent installation), Hoist (automatic), Hoist (tugger single drum), Oilers, Pumps, Well Points and electric submersible, Small Rubber Tired End Loaders (1/4

cu. yd. and under), Tractors (farm type) Welding Machines (2 through 8).

GROUP 5: Bobcats and forklifts (commercial or residential).

ENGI0150-014 05/01/2017

POWER EQUIPMENT OPERATOR HEAVY/HIGHWAY

LAKE, LAPORTE, PORTER AND ST. JOSEPH COUNTIES

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.50 32.00

GROUP 2.....................$ 40.05 32.00

GROUP 3.....................$ 39.60 32.00

GROUP 4.....................$ 38.40 32.00

GROUP 5.....................$ 37.35 32.00

POWER EQUITMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt plants (construction), Asphalt plant (permanent), Auto Patrol (Maintainer), Automatic Dry Batch Plant, Automated Concrete Placer, Automated Sub-Grader, Automated Slip Form Paver, Automated Finish Machine, Combination Backhoe Front, End Loader Machine (1/2 cu. yd.), Backhoe bucket or over or with attachments), Combination backhoe 1 cu yd, Backhoe bucket or over or with attachments, Ballast Regulator (RR), Belt Loader (stationary), Boring Machine (road), Bulldozer, Concrete Mixer(27 cu. ft. or over), Concrete Pump (truck mounted), Concrete Breaker (truck mounted and self-propelled), Core Drilling Machine, Cranes and Backhoes (all attachments), Cranes, Hammerhead, Creter Crane, Crushers (concrete, rock, recycling, etc.), Derricks , Derricks (traveling), Dredge Operator, Formless Curb and Gutter Machine (36 inches and over), Formless Curb and Gutter Machine under 36 inches, Gradall and Machines (of a like nature), Guardrail Post Driver (truck mounted), Lead Greaser, Helicopter, Highlift Shovel (3 yd. and over), Hoist (1 drum), Hoist (2, and 3 drums), Hydraulic Power Units (grouting, piledriving and extracting) Hydro or water blaster (self-propelled), Locomotive Operators, Mechanic, Welder, Mucking Machine, Panelboard Concrete Plant (central mix type), Paver (Hetherington), Pile Driver (Skid or Crawler), Road Paving Mixer, Rock Drill Crawler or Skid Rig, Rock Drill (truck Mounted), Ross Carrier, Roto Mill Grinder (36" and over), Roto mill grinder (less than 36"), Throttle Valve and Compressor or Clever Brooks Type Combination, Throttle Valve and Fireman Combination or Horizontal or Upright Boiler, Tournapull or similar type equipment, Tractor (boom), Tractor Drawn Belt Loader with attached Pusher (requires two engineers), Trench Machine, Tug Boat Operator, Wheel Excavator, Winch Tractor with "a" frame, Scoops, Turnapull or similar types machine used in Tandem (add $1.00 to class l hourly rate for each machine attached there to).

GROUP 2: Combination Backhoe Front End Loader Machine with less than 1/2 cu. yd., Backhoe Bucket or with attachments, Bituminous Mixer, Bituminous Paver, Bridge Deck Finisher, Concrete Mixer (less than 27 cu. ft.), Compressor and throttle valve, Compressor (common receiver 3), Greaser, Highlift Shovels (under 3 cu. yds.), Jersey Spreader or Base Paver, Pavement Bump Grinder (self-propelled), Roller (Asphalt, waterbound, Macadam, Bituminous Macadam, Brick Surface, Sheepfoot Roller (self- propelled with blade), Surface Heater and Planer, Tamper (mutiple vibrating, asphalt waterbound macadam, bituminouus macadam, brick surface), Tractor (push), Tractor with scoop, Widener, Apsco or similar type.

GROUP 3: Back Filler, Bituminous Distributor, Broom and Belt Machine, Bull Float, Compressor (common receiver 2), Concrete cutter wheel type (rockwell), Concrete Finishing Machine, Concrete Spreader (power driven), Digger, Post Hole (power driven), Finishing Machine and Bull Float, Forklift, Form Grader, Form Tamper (motor driven), Hydraulic (boom truck) when used for hauling materials, Laser screed, Mutiple Tamping Machine, Paving Breaker, Roller (earth and subbase material), Roller sheepfoot (self-propelled), Sub-grader, Tamper, Mutipile Vibrating (earth and subbase material), Tractaire with Drill, Tractor (with all drawn attachements except backhoe and including Highlift, Endloader of 1 cu. yd. capacity and less.

GROUP 4: Air Compressors, Conveyor (all), Fireman on Boiler, Generator, Grout Machine, Power curing Spraying Machine (self-propelled), Broom (self-propelled), Seaman Tiller, Skid steer loaders, Spike Machine (RR), Stripping Machine (paint, self-propelled), Throttle Valve, Welding Machine, Well Points System.

GROUP 5: Deck Hand, Hetherington Driver, Mechanical Heater (1 to 5), Outboard or Inboard Motor Boat, Oiler, Power Saw (Concrete Power Driven), Water Pump, Grasscutter.

* IRON0292-001 06/01/2018

ST. JOSEPH and LAPORTE (Remainder of County) COUNTIES

Rates Fringes

IRONWORKER.......................$ 29.75 22.01

* IRON0395-001 06/01/2018

LAKE, PORTER AND LAPORTE (FROM LAKE MICHIGAN ON NORTH TO 50

MILES S. OF LAKE MICHIGAN ON THE S. AND FROM IN/IL STATE LINE

ON W. TO 3 MILES E. OF IN. COUNTIES

IRONWORKER

SHEETER.....................$ 40.25 31.22

STRUCTURAL & ORNAMENTAL.....$ 40.00 31.22

LABO0041-001 06/01/2018

BUILDING CONSTRUCTION

LAKE COUNTY (Western Half)

Rates Fringes

Laborers:

CAISSON AND TUNNEL WORK

(Compressed & Free Air).....$ 37.33 21.20

GROUP 1.....................$ 35.83 21.20

GROUP 2.....................$ 36.58 21.20

GROUP 3.....................$ 36.83 21.20

LABORER CLASSIFICATIONS:

GROUP 1: Building and Construction Laborers; Scaffold Builders (other than for Mason or Plasterers); Railroad Workers, Masonry Wall Workers, (interior & exterior);

Portable Water, Pumps with discharge up to 3 indches;

Handling of Creosote Lumber or Like Treated Material (excluding railroad material); Asphalt Rakers and Lutemen;

Earth compactors; Jackmen and Sheetmen Working Ditches Deeper than Six (6) Feet in Depth; Laborers Working Ditches

Six (6) Feet in Depth or Deeper; Assembly of Unicrete Pump;

Tile Layers (sewer or field) and Sewer Pipe Layers (metallic or non-metallic); Motor Driven Wheelbarrows and Concrete Buggies; Hyster Operators; Pump Crete Assemblers;

Core Drill Operators; Cement, Lime or Silica Clay Handler (bulk or bag); Handling of Toxic Materail Damaging to Clothing; Pneumatic Spikers; Deck Engine and Winch Operators; Water main and Cable Ducking (metallic and non-metallic); Screed Man or Screw Operator on Asphalt Paver; Chain Saw and Demolition Saw Operators; Concrete Saw; Concrete Conveyor Assemblers; Applying of Curing Compound; Sinking of Wellpoints; Dewatering Header Systems

GROUP 2: Plaster Tenders, Masons Tenders; Mortar Mixers;

Welders (acetylene or electric); Cutting Torch or Burner;

Cement Nozzle Laborers; Cement Gun Operators; Scaffold Builders for Plasterers; Scaffold Builders for Masons;

Water Blast Machine Operators; Air Tool Operators and all Pneumatic Tool Operators, Air and Electric Vibrators and Chpping Hammer Operators; Asbestos Removal; Hazardous Waste Removal; All Boiler Setters Laborers, including expediters, bottom men, bell men, and Mason Tenders

GROUP 3: Dynamite Men; Drillers, Air Track or Wagon Drilling for explosives.

CAISSON AND TUNNEL WORK (Compressed & Free Air)

GROUP 1: Cage Tenders, Dump Men, Flagman, Signalman, Top Laborers, Rod Men, Concrete Repairmen, Motor Men, Muckers, Grout Machine, Track Layers, Air Hoist, Key Board, Agitator Car, Car Pushers, Concrete Laborers, Grout Laborers, Sttl Setters, Tuggers, Switchmen, Mucking Machine, Laser Beam, Liner Plate & Ring Setter, Shield Drivers, Power Knife, Burners, Pipe Jacking Machine, Skinners, Maintenance Technician, Miner, Bricklayer Tenders, Concrete Blowers, Drillers, Erectors, Form Men, Jackhammermen, Mining Machine, Dynamite Men, Drillers-air track or wagon drilling for explosives.

Premium for all employees working in compressed air shall be as follows:

0 - 15 lbs. $1.00 per hour 16 - 20 lbs. 1.50 per hour 21 - 26 lbs. 2.00 per hour 27 - 33 lbs. 3.00 per hour 34 & over 4.00 per hour

LABO0041-004 04/01/2018

UTILITY CONSTRUCTION

LAKE COUNTY

LABORERS

Group 1.....................$ 31.32 17.23 Group 2.....................$ 31.62 17.23 Group 3.....................$ 32.32 17.23

LABORERS CLASSIFICATIONS (HEAVY AND HIGHWAY)

GROUP 1: Construction Laborer, Carpenter Tender, Fence Erector, Grade Checker, Guard Rail Erector, Continuous Steel Rod or Mat Installer, Wire Mesh Layer, Joint Man (Mortar, Mastic, and all other types), Lighting Installer (Permanent or Temporary), Lineman for Automatic Grade Maker on Paving Machines, Mortar Man, Multi-Plant Erector, Rip-rap Installer (all Products and Materials), Road Marking and Delineation Laborer, Setting and Placing of all Precast Concrete Products, Sing Installation including supporting structure, Spraying of all Epoxy, Curing Compound, or Like Material, Flagperson, Air Tool, Power Tool Operator, Asphalt Raker Man, Batch Truck Dumper, Bridge Hand Rail ERector, Handler (bulk or bag cement), Chain Saw Man, Concrete Puddler, Concrete Rubber, Concrete Saw Operator, Core Drill Operator, Eye Level, Hand Blade Operator Hydro Seeder Man, Motor Driven Georgia Buggy Operator, Power Driven Compactor or Taper Operator, Power Saw Operator, Pump Crete Assembly Man, Sreed Man or Screw Man on Asphalt Paver, Regar Installer, Sandblaster Man, Sealer Applicator for Asphalt (toxic), Setting and Placing pre-stressed on Pre-cast Concrete Structural Members, Side Rail Setters (for Sidewalk, Side Ditches, Radii, and Pavement), Spreader Box Tender (manua or power driven), Straw Blower Man, Subsureface Drain and Culvert Pipe Layer, Concrete Conveyor, Horizonal Boring and Jackman and Sheetman, Pipe Greade Man, Winch and Windless Operator Conduit Installer, Sod Layer

GROUP 2: Cutting Torch Burner, Laser Beam Aligner, Manhole Erector, Sewer Pipe Layer, Water Line Installer, Temporary or Permanent Welders (electric or Oxy Acetylene)

GROUP 3: Air Track and Wagon Drillman, Dynamite and Powder Man, Concrete Barrier Rail Form Setter, Concrete Saw Joint Control Cutting

LABO0081-001 04/01/2018

HEAVY and HIGHWAY CONSTRUCTION:

LAKE, LA PORTE, and PORTER COUNTIES

Laborers:

GROUP 1.....................$ 30.49 17.23

GROUP 2.....................$ 30.79 17.23

GROUP 3.....................$ 31.49 17.23

LABORERS CLASSIFICATIONS (HEAVY AND HIGHWAY)

GROUP 1: Construction Laborer; Carpenter Tender; Fence Erector; Grade Checker; Guard Rail Erector; Continuous Steel Rod or Mat Installer; Wire Mesh Layer; Joint Man (Mortar, Mastic, and all other types); Lighting Installer (Permanent or Temporary); Lineman for Automatic Grade Maker on Paving Machines; Mortar Man; Multi-Plant Erector;

Rip-rap Installer (all Products and Materials); Road Marking and Delineation Laborer; Setting and Placeing of all Precast Concrete Products; Sing Installation including Supporting Structure; Spraying of all Epoxy, Curing Compound, or Like Material; Flagperson; Air Tool, Power Tool Operator; Asphalt Raker Man; Batch Truck Dumper;

Bridge Hand Rail Erector; Handler (bulk or bag cement);

Chain Saw Man; Concrete Puddler; Concrete Rubber; Concrete Saw Operator; Core Drill Operator, Eye Level; Hand Blade Operator Hydro Seeder Man; Motor Driven Georgia Buggy Operator; Power Driven Compactor or Tamper Operator; Power Saw Operator; Pump Crete Assembly Man; Screed Man or Screw Man on Asphalt Paver; Rebar Installer; Sandblaster Man;

Sealer Applicator for Asphalt (toxic); Setting and Placeing Prestressed on Precast Concrete Structural Members; Side Rail Setters (for Sidewalk, Side Ditches, Radii, and Pavement); Spreader Box Tender (manual or power driven);

Straw Blower Man; Subsurface Drain and Culvert Pipe Layer;

Concrete Conveyor; Horizonial Boring and Jackman and Sheetman; Pipe Grade Man; Winch and Windlass Operator Conduit Installer, Sod Layer.

GROUP 2: Cutting Torch Burner: Laser Beam Aligner; Manhole Erector; Sewer Pipe Layer; Water Line Installer, Temporary or Permanent; Welders (electric or Oxy-Acetylene).

GROUP 3: Air Track and Wagon Drillman; Dynamite and Powder Man; Concrete Barrier Rail Form Setter; General Laborer;

concrete saw, joint control cutting

LABO0081-002 04/01/2018

UTILITY CONSTRUCTION

LA PORTE & PORTER COUNTIES

Rates Fringes

Laborers:

GROUP 1.....................$ 30.97 17.23

GROUP 2.....................$ 31.27 17.23

GROUP 3.....................$ 31.97 17.23

LABORERS CLASSIFICATIONS (UTILITY CONSTRUCTION)

GROUP 1: Construction laborer; Fence erector; Flagger; Grade checker; Guard rail erector; Wire mesh layer; Joint man (mortar, mastic and all other types); Lighting installer (permanent or temporary); Lineman for automatic grade maker on paving machines; Mortar man; Multi-plate erector;

Rip-rap installer (all products and materials); Road marking and delineation laborer; Setting and placing of all precast concrete products; Sign installation including supporting structure; Spraying of all epoxy, curing compound, or like material; sod layer; Air tool, power tool, and power equipment operator; Asphalt lute man;

Asphalt raker man; Batch truck dumper; Bridge handrail erector; Handler (bulk or bag cement); Chain saw man;

concrete puddler; concrete rubber; Concrete saw operator;

Core drill operator, eye level; Hand blade operator; Hydro seeder man; Motor-driven Georgia buggy operator;

Power-driven compactor or tamper operator; Power saw operator; Pumpcrete assembly man; Screed man or screw man on asphalt paver; Rebar installer; Sandblaster man; Sealer applicator for asphalt (toxic); Setting and placing…