09b0041Specs.pdf

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

THIS AMENDMENT EXTENDS THE BID OPENING DATE TO: 11 SEPTEMBER 2009 AT 1:00 P.M.

THE DEADLINE FOR QUESTIONS IS: 03 SEPTEMBER 2009 AT 2:00 P.M. ANY QUESTIONS RECEIVED AFTER THIS

CUTOFF DATE, MAY NOT BE ANSWERED.

(Continued)

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

Offers 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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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.

is extended, B.

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

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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.

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) is required to sign this document and return

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

PAGE OF PAGES 1. CONTRACT ID CODE

5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

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.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

(Signature of person authorized to sign) (Signature of Contracting Officer)

USAPPC V2.00

10A.

30-105-02

U.S. Army Engineer District, Philadelphia POC: Emily Sheaffer Wanamaker Building, 100 Penn Square East Philadelphia, Pennsylvania 19107-3390

U.S. Army Engineer District, Philadelphia Contracting Division - Room 643 Wanamaker Building, 100 Penn Square East Philadelphia, Pennsylvania 19107-3390

CODE

W912BU E5CTCEMS

FACILITY CODE

0003 01 September 2009 W25PHS91920528

W912BU-09-B-0041

07 August 2009

Recovery-Right Abutment Seepage Remediation Exploratory Drilling & Grouting, FE Walter Dam & Reservoir, Carbon & Luzerne, E5CTCEMS

Typewritten Text

PA

This page was intentionally left blank for duplex printing.

Amendment No. 0003

IFB W912BU-09-B-0041

14. CONTINUED:

a. REQUESTS FOR INFORMATION: Requests For Information with responses shown in bold, annotated Amendment No. 0003 are attached hereto.

b. CONTRACT DRAWINGS: Please delete Drawing No. C3 and Drawing No. C6 in their entirety and replace with revised drawings of the same numbers with the latest revision date of 31 August 2009.

c. SPECIFICATIONS:

(1) Bidding Schedule: Please delete the Bidding Schedule in its entirety and replace with revised Bidding Schedule, annotated Amendment No. 0003 attached hereto.

(2) Special Clauses: Please delete Section 00800 in its entirety and replace with revised Section 00800, annotated Amendment No. 0003 attached hereto.

(3) Wage Rates: Please delete Section 00815 in its entirety and replace with revised Section 00815, annotated Amendment No. 0003 attached hereto.

(4) Project Table Of Contents: Please delete the Project Table of Contents in its entirety and replace with the revised Project Table of Contents, annotated Amendment No. 0003 attached hereto.

(5 ) Section 01 11 00: Please delete Section 01 11 00 SUMMARY OF WORK page 1 and replace with revised Section 01 11 00 page 1, annotated Amendment No.

0003 attached hereto.

(6 ) Section 01 22 00: Please delete Section 01 22 00 MEASUREMENT AND PAYMENT in its entirety and replace with revised Section 01 22 00, annotated Amendment No. 0003 attached hereto.

(7) Section 01 33 00: Please delete the Submittal Register in Section 01 33 00 in its entirety and replace with revised Submittal Register, annotated Amendment No. 0003 attached hereto.

(8) Section 32 12 00: Please add new Section 32 12 00 HOT MIX ASPHALT WEARING COURSE, annotated Amendment No. 0003 attached hereto.

(9) Section 31 32 23: Please delete Section 31 32 23 FOUNDATION DRILLING AND GROUTING in its entirety and replace with revised Section 31 32 23, annotated Amendment No. 0003 attached hereto.

(10) Section 33 24 13: Please delete Section 33 24 13 INSTALLATION OF PIEZOMETERS in its entirety and replace with revised Section 33 24 13, annotated Amendment No. 0003 attached hereto.

(d) Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0003. Failure to acknowledge all amendments may be cause for rejection of the bid.

IFB W912-BU-09-B-0041

FOR INFORMATION ONLY

Requests For Information With Responses

1. Due to the complexity and short amount of time given to prepare the bid, we request an extension of one week to prepare a responsive bid. Bid opening will be per the IFB.

2. Due to the complexity and short amount of time given to submit questions, we request the deadline for questions be extended one week. Deadline for submittal of Requests for Information is addressed in Amendment No. 0003.

3.We request a copy of the pre-bid meeting sign-in sheet. List of Contractors attending site visit will be posted on the FBO website.

4. When will the project be awarded and when is the notice to proceed anticipated to be given? Refer to Section 00800, SC-1 of the IFB, annotated Amendment No. 0003.

5. May the contractor work through the winter?

Refer to Section 00800, SC-1 of the IFB, annotated Amendment No. 0003.

6. What are the maximum working hours per day and working days per week? Refer to Section 00800, SC-1 of the IFB, annotated Amendment No. 0003.

7. Is movement monitoring required? If so, please provide a specification for movement monitoring. No, movement monitoring is not required. Bid in accordance with the

IFB.

8. Who is responsible for the road closure and associated traffic control? In accordance with Section 01 11 00 paragraph 1.2.d, the Government is responsible for road closure and traffic control.

9. Duplex rotary with drilling mud is an acceptable means for drilling through the embankment at the USACE grouting project at the Hop Brook Lake Dam located in New Haven County, Connecticut. Is duplex rotary with drilling mud acceptable for drilling through the embankment? No, Sonic drilling is required per Section 31 32 23, paragraph 3.4.4.1 and 3.4.6.

10. Is PVC pipe acceptable for use as casing? If so should it be schedule 40 or schedule 80 pipe? Addressed in Amendment No. 0003.

11. Drilling and grouting will cause staining of the asphalt pavement. Is the contractor responsible for repaving the road to cover grout staining? The contractor is required to clean-up the work area in accordance with Sections 01 50 00 and 31 32 23.

Pavement resurfacing is addressed in Amendment No. 0003. It is understood that some staining may remain.

12. Who is responsible for removing and replacing the guiderail to access the grout holes? Addressed in Amendment No. 0003.

13. Are labor agreements with unions in place for this project? Is the project anticipated to be completed with union labor? No, refer to Section 00825 Wage Rates, annotated Amendment No. 0003.

14. Who is responsible for shielding the power lines at the east end of the project? The contractor is responsible for all work required to execute the contract not specifically indicated to be completed by the Government. Bid in accordance with the IFB.

15. The weight limit on Route 940 is 16 tons. Please provide a suitable route for delivery trucks to the site in excess of 16 tons. The 16 ton weight limit sign is for the Watler Dam access road and was erected by the USACE to prevent through traffic over 16 tons. This sign does not apply to Route 940 or contractors utilizing the access road for on-site contracts.

16. Where are drill cuttings and excess grout to be placed? Refer to Dwg G-2, Note 4 and Section 01 50 00 for storage and disposal of excess materials.

17. Where and what is the water source for the project. Refer to Section 31 32 23, paragraph 2.1.1.

18. Will all tertiary holes be required? Yes, bid in accordance with Section 31 32 23 of the IFB.

19. May casings through the embankment be drilling seated into the rock interface independent of drilling and grouting lower stages? Yes, bid in accordance with Section 31 32 23 of the IFB.

20. May casings be set for primary holes while the initial verification holes are drilled, tested and grouted in rock? Addressed in Amendment No. 0003.

21. Why is black pipe specified for the grout tube? May suitable aluminum pipe be used for grout tube? Pipe material specification was only intended to apply to drill pipe.

Clarified in Amenment No. 0003.

22. Is there an erosion and sediment control plan available for this project and can it be provided? If not, will the contractor have to prepare on and obtain a permit? Refer to drawing G-2, Note 5. Bid in accordance with the IFB.

23. Is a professional geologist required for this project? If so, what are his duties? At what times is he required to be on-site? Yes. Refer to Section 31 32 23 annotated

Amendment No. 0003, paragraphs 1.4, 3.3.2.2, 3.4.4.4 and 3.4.6 and Section 33 24 13 Annotated Amendment No. 0003, paragraph 1.3.2.

24. Please confirm all drill holes in the asphalt pavement shall be patched as shown on the plans. See response to No. 11 above.

25. Please confirm that it is the intention of the project to complete all grouting drill holes without removing the guiderail. Addressed in Amendment No. 0003

26. Where should cost for clearing, access for instrumentation work , and road repair be included. Refer to Section 01 22 00 paragraphs 1.3.19, and 1.2.1 respectively.

27. Section 33 24 13 Page 5 Permits; G, DO “A copy of all permits, licenses, or other requirements necessary for the execution of the work...” Please advise as to which permits, licenses or other requirements the Contractor will need to procure. Refer to Section 33 24 13, paragraph 1.3.2 regarding Professional Geologist license.

28. Section 01 57 20 Page 10 a. “dispose of the construction related waste water off- Government property in accordance with all Federal, State, Regional and Local laws and regulations or by collecting and placing it in a retention pond where suspended material can be settled out and/or the water can evaporate to separate pollutants from the water.

The site for the retention pond must be coordinated and approved with the Contracting Officer. The residue left in the pond prior to completion of the project will be removed, tested, and disposed off-Government property in accordance with Federal, State, and local laws and regulations." Please advise if the drill cuttings without grout contamination need to be moved off-site as well? Or is there a designated area on-site for the disposal of the drill cuttings? Refer to Dwg G-2, Note 4 and Section 01 50 00 for storage and disposal of all excess materials.

29. Is a PG required to log all holes or only the initial and final verification holes and piezometer holes? Articles 3.4.4.1 and 3.4.6 of Section 31 32 23 require a geologist to log the overburden and rock drilling on the verification holes. Article 3.3.2.2 Rock Drilling requires that the Contractor’s geologist continuously examine the cuttings.

Both are required. Bid per the IFB.

30. In combination, Specification Sections 27 00 00 and 33 24 13 provide the requirements for new automated piezometers to be installed as part of the solicitation.

Article 2.1 of Section 33 24 13 requires that the new piezometer casing be 2-inch nominal diameter Schedule 80 PVC pipe, which has an outside diameter of 2.375 inches. Article

3.3.4 of Section 33 24 13 requires that the borehole diameter for piezometer installation provide at least a 2-inch annular space. This results in a minimum required hole diameter equal to 6.375 inches. While this is not an issue for the proposed piezometers in overburden, it is an issue for the proposed piezometers in rock that are to be drilled by coring. The largest commonly available core size is P and results in a hole diameter equal to 4.827 inches. The specified 2-inch riser pipe is uncommonly large for geotechnical instrumentation and is larger than required to install the specified VW piezometer tip in Section 27 00 00. The specified VW piezometer is 0.752 inches in diameter and will easily fit into a 1-inch schedule 80 PVC pipe. Use of PQ tooling along with a 1-inch riser would provide a 1.75 inch annular space. The current specifications will require purchase of approximately 130 feet of specialized drill tooling to install the 3 piezometers in rock. This will significantly increase the drilling cost due to the limited quantity. Please consider and modify the specifications as you deem appropriate.

Addressed in Amendment No. 0003.

31. Specification Section 33 24 13 includes numerous requirements that are common to installation of a water supply well, but not common when installing geotechnical instrumentation. These include the requirement for a PA licensed well driller; the requirement to decontaminate the drill, all tooling, and piezometer riser pipe; the requirement to develop the well; and the requirement to measure numerous groundwater quality parameters during development. Are all of these provisions necessary for the installation of piezometers? Addressed in Amendment No. 0003.

00010-3

BIDDING SCHEDULE

Item No.

Description

ESTIMATED

QUANTITY

UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

BASE BID

1 Recovery - Mobilization and

Demobilization 1

Job

LS

2 Recovery - Automated Grouting Control & Data Collection (Setup & Calibration) 1

3 Recovery - Automated Grouting Control & Data Collection (Operation) 180

Days

4 Recovery - Drilling Overburden 17,180 LF $ $ 5 Recovery - Drilling Rock 5,940 LF $ $ 6 Recovery - Pressure Washing 30 HR $ $ 7 Recovery - Pressure Testing 65 HR $ $ 8 Recovery - Type III Cement in

Grout 740,000

LB

9 Recovery - Pozzolans in Grout 67,000 LB $ $ 10 Recovery - Sand in Grout 344,000 LB $ $ 11 Recovery - Superplasticizer in

Grout 1,250

GAL

12 Recovery - Bentonite in Grout 44,500 LB $ $ 13 Recovery - Viscosity Modifier In

Grout 850

14 Recovery - Downstage Hole Setups 400 EA $ $ 15 Recovery - Initial Verification

Holes 280

LF

16 Recovery - Final Verification Holes 240

17 Recovery - Placing Grout 400 HR $ $ 18 Recovery - Borehole Deviation &

Verification Surveys 25

EA

19 Recovery - Borehole Camera Log 13 EA $ $ 20 Recovery - Standby Time 50 HR $ $ 21 Recovery - Piezometer Installation 505 LF $ $ 22 Recovery - Upgrade Automated Data

Acquisition System 1

23 Recovery – Pavement Resurfacing 1 Job LS $

TOTAL BASE BID AMOUNT $

OPTION 1

24 Recovery - Drilling Rock 1,160 LF $ $ 25 Recovery - Pressure Washing 12 HR $ $ 26 Recovery - Pressure Testing 20 HR $ $ 27 Recovery - Type III Cement in

Grout 186,000

28 Recovery - Pozzolans in Grout 22,320 LB $ $

Amendment No. 0003

00010 Page 3

29 Recovery - Superplasticizer in Grout 400

30 Recovery - Bentonite in Grout 14,750 LB $ $ 31 Recovery - Viscosity Modifier In

Grout 300

32 Recovery - Placing Grout 120 HR $ $ 33 Recovery - Downstage Hole Setups 116 EA $ $

TOTAL OPTION 1 AMOUNT $

OPTION 2

34 Recovery - Drilling Overburden 7,300 LF $ $ 35 Recovery - Drilling Rock 2,000 LF $ $ 36 Recovery - Pressure Washing 8 HR $ $ 37 Recovery - Pressure Testing 20 HR $ $ 38 Recovery - Type III Cement in

Grout 97,500

39 Recovery - Pozzolans in Grout 3,250 LB $ $ 40 Recovery - Sand in Grout 134,000 LB $ $ 41 Recovery - Superplasticizer in

Grout 60

42 Recovery - Bentonite in Grout 2,200 LB $ $ 43 Recovery - Viscosity Modifier In

Grout 40

44 Recovery - Placing Grout 120 HR $ $ 45 Recovery - Downstage Hole Setups 120 EA $ $

TOTAL OPTION 2 AMOUNT $

OPTION 3

46 Recovery - Drilling Overburden

(Angled 15°) 9,600

47 Recovery - Drilling Rock (Angled 15°) 2,700

48 Recovery - Pressure Washing 11 HR $ $ 49 Recovery - Pressure Testing 27 HR $ $ 50 Recovery - Type III Cement in

Grout

128,500 LB $ $

51 Recovery - Pozzolans in Grout 4,400 LB $ $ 52 Recovery - Sand in Grout 175,000 LB $ $ 53 Recovery - Superplasticizer in

Grout 80

54 Recovery - Bentonite in Grout 2,900 LB $ $ 55 Recovery - Viscosity Modifier In

Grout 20

56 Recovery - Placing Grout 160 HR $ $ 57 Recovery - Downstage Hole Setups 162 EA $ $

00010 Page 4

TOTAL OPTION 3 AMOUNT $

TOTAL BASE BID AND OPTIONS 1

THROUGH 3 AMOUNT

Note: Bidders must bid on all items.

00010 Page 5

SECTION 00 80 00

SPECIAL CLAUSES

INDEX

PARA TITLE

SC-1 COMMENCEMENT,PROSECUTION AND COMPLETION OF WORK

SC-2 LIQUIDATED DAMAGES - CONSTRUCTION

SC-3 CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS

SC-4 PHYSICAL DATA

SC-5 LAYOUT OF WORK

SC-6 PERFORMANCE OF WORK BY THE CONTRACTOR

SC-7 ENVIRONMENTAL LITIGATION

SC-8 AVAILABILITY AND USE OF UTILITY SERVICES

SC-9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

SC-10 CERTIFICATES OF COMPLIANCE

SC-11 WARRANTY OF CONSTRUCTION

SC-12 PERFORMANCE EVALUATION OF CONTRACTOR

SC-13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

SC-14 INSURANCE REQUIREMENTS

Section 00800 Page 1

SPECIAL CLAUSES

SC-1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the Contractor receives the notice to proceed anticipated to be issued on or about 23 September 2009, (b) prosecute the work diligently, (c) complete all work with the exception of the demobilization portion of Bid Item No. 1, and Bid Items 21 through 23 ready for use not later than 18 March 2010, and (d) complete the remainder of work required under Bid Items No. 1 and 21 through 23 not later than 18 May 2010.

Work hours are not limited and work can be performed 24 hours a day, including Saturdays, Sundays, and holidays.

The Contracting Officer has the right to award any or all of the Options up to 120 days after the Contractor receives the notice to proceed for the Base Bid work. Award of Options will not extend the contract duration.

The time stated for completion shall based on the completion date of all grouting operations. (FAR 52.211-10)

SC-2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1575 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause. (FAR 52.211-12)

SC-3 CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS (AUG 2000)

a. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

b. The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

c. In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in

Section 00800 Page 2 preference to scale measurements.

d. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

e. The work shall conform to the specifications and the contract drawings identified on the following, all of which are available in the office of the District Engineer, U.S. Army Engineer District, Philadelphia, Room 643, Wanamaker Building, 100 Penn Square East, Philadelphia, PA 19107. Drawings are titled: Recovery - Right Abutment Seepage Remediation Exploratory Drilling and Grouting,Francis E. Walter Dam and Reservoir,Carbon and Luzerne Counties, PA" and have the drawing numbers, subtitles, and dates as indicated on Contract Drawing Cover Sheet. (DFARS 252.236-7001)

SC-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (FAR 52.236-4)

a. Weather Conditions. The climate of the area is referred to as "continental" by climatologists, characterized by cold winters and moderately hot summers. Complete weather records and reports may be obtained from the local U.S. Weather Bureau Office nearest to the work site. Site and/or work area is situated within an area of frequent lightning strikes. The Contractor shall satisfy himself as to the hazards likely to arise from weather conditions during the construction period.

b. Transportation Facilities. The facility is off the Northeast extension of the Pennsylvania Turnpike (Interstate 476) and Route 80. The Contractor shall be responsible for all investigations of load carrying capacities of bridges and roadways.

c. Magnitude of the Contract Work. The estimated value of the contract work is between one million dollarsand five million dollars.

SC-5 LAYOUT OF WORK (APR 1984)

The Contractor shall lay out its work from the Government-established survey controls indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through its negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor. (FAR 52.236-17)

Section 00800 Page 3

SC-6 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty (20) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government. (FAR 52.236-1)

SC-7 ENVIRONMENTAL LITIGATION (1974 NOV OCE)

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine whether the order is due in any part to the acts or omissions of the Contractor or a Subcontractor at any tier not required by the terms of the contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a Subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract. The period of such suspension, delay, or interruption shall be considered unreasonable, and an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigation", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment. (CENAP)

SC-8 AVAILABILITY AND USE OF UTILITY SERVICES (APR 1984)

a. The Government will make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to or paid by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia. (FAR 52.236-14)

SC-9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

a. This clause does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in sound

Section 00800 Page 4 workable condition owned or controlled and furnished by the Contractor or sub-contractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial or series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment from the Contractor's accounting records, costs for the equipment shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule.

For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect as of the time work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.205(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. This data shall be submitted on Standard Form 1411, "Contract Pricing Proposal Cover Sheet."

(EFARS 52.231-5000)

Note #1: The small purchase threshold is $100,000.

Note #2: By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. This right shall extend for two years after expiration of contract performance. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

SC-10 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specifications requirements shall be executed in triplicate copies. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

(CENAP)

Section 00800 Page 5

SC-11 WARRANTY OF CONSTRUCTION (APR 1984)

a. In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph i of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

b. This warranty shall continue for a period of one year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of one year from the date the Government takes possession.

c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of-

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for one year from the date of repair or replacement.

e. The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

f. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

g. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall -

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

h. In the event the Contractor's warranty under paragraph b of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

i. Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

Section 00800 Page 6

j. This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)

SC-12 PERFORMANCE EVALUATION OF CONTRACTOR

a. As a minimum, the Contractor's performance will be evaluated upon final acceptance of the work. However, interim evaluation may be prepared at any time during contract performance when determined to be in the best interest of the Government.

b. The format for the evaluation will be DD 2626, and the Contractor will be rated either outstanding, above average, satisfactory, marginal, or unsatisfactory in the areas of Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised of any unsatisfactory rating, either in an individual element or in the overall rating, prior to completing the evaluation, and all Contractor comments will be made a part of the official record. Performance Evaluation Reports will be available to all DOD Contracting offices for their future use in determining Contractor responsibility, in compliance with DFARS 236.201(c)(1). (CENAP)

SC-13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

a. This clause specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled: "Default (Fixed-Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. For the purpose of this contract, unusually severe weather is defined as daily precipitation equal to or exceeding 0.5 inches and/or maximum daily temperature not exceeding 32 degrees F.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 2 1 1 2 2 2 1 1 1 1 2

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing

Section 00800 Page 7 throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normal scheduled work. Actual adverse weather days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b.

above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled: "Default (Fixed Price Construction)". (ER 415-1-15)

SC-14 INSURANCE REQUIREMENTS

Evidence of the following insurance shall be provided to the Contracting Officer prior to commencement of work and shall be maintained throughout the period of performance:

a. General Liability Insurance (Comprehensive form of policy): Bodily Injury Liability - $500,000 per occurrence.

b. Automobile Liability Insurance (Comprehensive form of policy): Bodily Injury Liability - $200,000 per person and $500,000 per accident. Property Damage Liability - $20,000 per accident.

c. Workmen's Compensation and Employer's Liability Insurance: Compliance with applicable workmen's compensation and occupational disease statutes is required. Employer's liability coverage in the minimum amount of $100,000 is also required."

-- End of Section --

Section 00800 Page 8

General Decision Number: PA080014 08/28/2009 PA14

Superseded General Decision Number: PA20070014

State: Pennsylvania

Construction Types: Heavy and Highway

Counties: Adams, Berks, Bradford, Carbon, Columbia, Cumberland, Dauphin, Juniata, Lackawanna, Lancaster, Lebanon, Lehigh, Luzerne, Lycoming, Monroe, Montour, Northampton, Northumberland, Perry, Pike, Schuylkill, Snyder, Sullivan, Susquehanna, Tioga, Union, Wayne, Wyoming and York Counties in Pennsylvania.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS (Excluding Sewer Grouting Projects and Excluding Sewage and Water Treatment Plant Projects)

Modification Number Publication Date 0 02/08/2008 1 02/22/2008 2 03/07/2008 3 03/21/2008 4 05/30/2008 5 06/20/2008 6 07/18/2008 7 08/08/2008 8 09/19/2008 9 10/03/2008 10 10/10/2008 11 10/17/2008 12 10/31/2008 13 11/14/2008 14 01/02/2009 15 02/27/2009 16 05/01/2009 17 05/15/2009 18 06/05/2009 19 06/26/2009

Amendment No. 0003

Section 00815 Page 1 m

20 07/03/2009 21 07/10/2009 22 07/24/2009 23 08/28/2009

BOIL0013-003 09/30/2008

Rates Fringes

BOILERMAKER......................$ 38.81 25.26

CARP0076-011 05/01/2008

COLUMBIA, MONTOUR, NORTHUMBERLAND, SCHUYLKILL, SNYDER, UNION,

the lower part of Luzerne county, Carbon County, Banks, Lusanna, Lehigh, Packer, Kidder townships, and part of Penn Forest

Rates Fringes

MILLWRIGHT.......................$ 26.56 13.02

CARP0191-002 05/01/2008

YORK COUNTY

Rates Fringes

MILLWRIGHT.......................$ 26.56 13.02

CARP0287-009 05/01/2008

ADAMS, CUMBERLAND, DAUPHIN, JUNIATA, LANCASTER, LEBANON, PERRY,

NEW CUMBERLAND ARMY DEPOT AND HARRISBURG YORK STATE AIRPORT IN

YORK COUNTY

Rates Fringes

MILLWRIGHT.......................$ 26.56 13.02

CARP0454-005 07/01/2009

Amendment No. 0003

Section 00815 Page 2

Rates Fringes

PILEDRIVERMAN....................$ 37.55 26.63

Footnote: PAID HOLIDAYS: Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (provided the employee works the day before the holiday and the day after the holiday).

CARP0492-002 05/01/2008

BERKS COUNTY

Rates Fringes

MILLWRIGHT.......................$ 26.56 13.02

CARP0600-005 05/01/2009

LEHIGH AND NORTHAMPTON COUNTIES

Rates Fringes

CARPENTER........................$ 30.99 19.67

CARP1906-002 07/01/2008

CARBON (Townships: East Penn, Lower Towamensing, Mahoning, Franklin, Towamensing, Penn Forest. Everything south of Route 903 and east to the Kidder Township Line. Boroughs: Hauto, Nesquehoning, Lansford, Summit Hill, Jim Thorpe, Weissport, Bownmanstown, Palmerton, Lehighton, and Parryville) , LEHIGH

AND NORTHAMPTON COUNTIES

Rates Fringes

MILLWRIGHT.......................$ 31.95 21.40

CARP2274-002 05/01/2009

EXCEPT LEHIGH AND NORTHAMPTON COUNTIES

Amendment No. 0003

Section 00815 Page 3

Rates Fringes

CARPENTER........................$ 25.30 9.86

CARP2274-003 05/01/2009

Lackawanna and Wyoming Counties

Rates Fringes

PILEDRIVERMAN....................$ 25.30 9.86

ELEC0126-001 06/01/2008

Rates Fringes

Line Construction:

(ADAMS, CUMBERLAND, DAUPHIN,

LANCASTER, LEBANON, JUNIATA,

PERRY AND YORK COUNTIES)

Groundman...................$ 19.63 26%+$5.55 Lineman.....................$ 34.65 26%+$5.55 Truck Operator..............$ 21.36 26%+$5.55 Winch Truck Operator........$ 23.10 26%+$5.55 Line Construction:

(BERKS AND LEHIGH NORTHAMPTON

COUNTIES)

Groundman...................$ 19.99 26%+5.55 Lineman.....................$ 35.28 26%+5.55 Truck Driver................$ 21.76 26%+5.55 Winch Truck Operator........$ 23.52 26%+5.55

ELEC1319-001 08/31/2008

BRADFORD, CARBON, COLUMBIA, LACKAWANNA, LUZERNE, LYCOMING,

MONROE, MONTOUR, NORTHUMBERLAND, PIKE, SCHUYLKILL, SNYDER,

SULLIVAN, SUSQUEHANNA, TIOGA, UNION, WAYNE, AND WYOMING COUNTIES

Rates Fringes

Line Construction:

Amendment No. 0003

Section 00815 Page 4

Equipment Operators.........$ 39.17 17.13 Groundmen...................$ 24.53 17.13 Lineman.....................$ 39.57 17.13 Truck Drivers...............$ 25.72 17.13

ELEC2011-001 05/01/1988

ADAMS, BERKS, CUMBERLAND, DAUPHIN, JUNIATA, LANCASTER, LEBANON,

LEHIGH, NORTHAMPTON, AND PERRY COUNTIES

Rates Fringes

Line Construction:

(RAILROAD ONLY)

GROUP 1.....................$ 12.34 6%+.60+A

GROUP 2.....................$ 12.34 6%+.60+A

GROUP 3.....................$ 10.78 6%+.60+A

* ENGI0542-004 05/01/2009

Rates Fringes

Power equipment operators:

(HIGHWAY CONSTRUCTION AND

WATER LINES CONSTRUCTION

(OFF PLANT SITE))

GROUP 1.....................$ 27.45 16.30

GROUP 1a....................$ 29.70 16.98

GROUP 2.....................$ 26.27 15.96

GROUP 3.....................$ 25.58 15.75

GROUP 4.....................$ 25.13 15.62

GROUP 5.....................$ 24.62 15.47

GROUP 6.....................$ 27.69 16.36

GROUP 6a....................$ 29.94 17.02

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1 - Pile drivers, all types of cranes, all types of backhoes, draglines, keystones, all types of shovels, derricks, trench shovels, trenching machines, paver (blacktop and concrete), gradalls, all front end loaders, tandem scrapers, pippin types backhoes, boat captains, f

Amendment No. 0003

Section 00815 Page 5 batch plant with mixer, drill self contained (drill-master type), CMI Autograde, milling machine, vemeer saw, conveyor loader (euclid type) scraper and tournapulls, bulldozers and tractors, concrete pumps, motor patrols, mechanic welders, log skidder, side boom, bobcat type (with attachments), boring machines including directional boring machines, chipper with boom, hydro ax, machines similar to the above including remote control equipment.

GROUP 1a: Crawler backhoes and Crawler gradalls over one cubic yard factory rating; Hydraulic backhoes over one cubic yard factory rating; All types of cranes 15 ton and over factory rating; Single person operation truck cranes 15 ton and over factory rating; Cherry picker type machinery and equipment 15 ton and over factory rating;

Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 2 - Spreaders, asphalt plant engineers, rollers (high grade finishing), machine similar to above, including remote control equipment, and forklifts 20ft and over.

GROUP 3 - Welding machine, well points, compressors, pump heaters, farm tractors, form line graders, ditch witch type trencher, road finishing machines, concrete breaking machines, rollers, miscellaneous equipment operator, seaman pulverizing mixer, power broom, seeding spreader, tireman - (for power equipment ) conveyors, loaders other than EUC type, conveyors, driller second class, machines similar to the above including remote control equipment, and forklift under 20 ft.

GROUP 4 - Fireman and grease truck

GROUP 5 - Oilers and deck hands

GROUP 6 - All machines with booms (including jibs, masts, leads, etc.) l00 ft. and over.

GROUP 6a: All machines with Booms (including Jibs, Masts, Leads, etc.) 100 feet 15 ton and over factory rating;

Machines similar to above, including remote control

Amendment No. 0003

Section 00815 Page 6 equipment; Equipment in this Wage Group that does not require an oiler.

***TOXIC/HAZXARDOUS WAST REMOVAL***

Add 20 per cent to basic hourly rate for all classifications

* ENGI0542-022 05/01/2009

Rates Fringes

Power equipment operators:

(HEAVY CONSTRUCTION:)

GROUP 1.....................$ 29.42 16.89+A

GROUP 1a....................$ 31.67 17.55+A

GROUP 2.....................$ 29.13 16.81+A

GROUP 2a....................$ 31.38 17.48+A

GROUP 3.....................$ 26.22 15.94+A

GROUP 4.....................$ 25.08 15.61+A

GROUP 5.....................$ 24.63 15.48+A

GROUP 6.....................$ 23.75 15.22+A

HEAVY CONSTRUCTION:

FOOTNOTE:

A: PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day, the employee works the day before and the day after the holiday.

***TOXIC/HAZXARDOUS WASTE REMOVAL***

Add 20 per cent to basic hourly rate for all classifications

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Machines doing hook work, any machine handling machinery, cable spinning machines, helicopters, machines similar to the above, including remote control equipment, all types of cranes, cableways, and draglines.

GROUP 1a: Machines doing hook work; Machines handling machinery; All types of cranes 15 ton and over factory

Amendment No. 0003

Section 00815 Page 7 rating; Cable ways; Draglines 15 ton and over factory rating; High Rail/Burro Crane 15 ton and over factory rating; Rail Loader (Winch Boom Type) 15 ton and over factory rating; Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 2: Backhoes, keystones, shovels, derricks, trench shovels, trenching machines, hoist with two towers, pavers 21E and over, overhead cranes, building hoists (double drum) gradalls, mucking machines in tunnels, front end loaders, tandem scrapers, pippin type backhoes, boat captains, batch plant operators concrete drills, self-contained rotary drills, fork lifts, 20ft, lift and over, scrapers, tournapulls, spreaders, bulldozers and tractors, rollers (high grade finishing), mechanic-welder, motor patrols, concrete pumps, grease truck, bob cat type (all attachments), boring machines including directional boring machines, hydro ax, side boom, vermeer saw, chipper with boom, machines similar to the above including remote control equipment

GROUP 2a: Crawler backhoes and crawler gradalls over one cubic yard factory rating; Hydraulic backhoes over one cubic yard factory rating; Equipment 15 ton and over factory rating; Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 3: Conveyors, building hoist (single drum), high or low pressure boilers, drill operators, well drillers, asphalt plant engineers, ditch witch type trencher, second class driller, forklift truck under 20ft. lift, stump grinder, tireman (for power equipment), machines similar to above including remote control equipment.

GROUP 4: Welding machines, well points, compressors, pumps, heaters, farm tractors, form line graders, road finishing machines, concrete breaking machines, rollers, seaman pulverzing mixer, power boom, seeding spreader, chipper without boom, machines similar to the above including remote control equipment.

Amendment No. 0003

Section 00815 Page 8

GROUP 5: Fireman.

GROUP 6: Oilers and deck hands (personnel boats).

IRON0036-002 07/01/2009

CARBON, LEHIGH (Except Fogelsville), NORTHAMPTON AND MONROE (Except Tobyhanna Army Depot)

Rates Fringes

Ironworkers:

Projects Over 25 Million Dollars.....................$ 33.55 22.42 Projects Under 25 Million Dollars.....................$ 33.05 22.42

IRON0404-006 07/01/2009

ADAMS, CUMBERLAND, DAUPHIN, LEBANON (Western 3/4), LANCASTER (Western part), LYCOMING, MONTOUR, NORTHUMBERLAND, JUNIATA, PERRY, SCHUYLKILL (Western tip to include the twps. of Fearnot, Good Spring, Hegins, Jolett, Klingerstown, Muir, Pittman Haas, Rough and Ready, Sacramento, Spring Glen, Suedberg, Tower City, and Valley View), SNYDER, UNION, AND YORK COUNTIES

Rates Fringes

Ironworkers:.....................$ 27.07 21.85

IRON0420-006 07/01/2009

BERKS, LANCASTER (Eastern Part), LEBANON (Eastern 1/4), LEHIGH (Fogelsville), AND SCHUYKILL (Remainder) COUNTIES

Rates Fringes

Ironworkers:

Projects less than

$200,000,OOO................$ 28.30 21.50

Amendment No. 0003

Section 00815 Page 9

STRUCTURAL, ORNAMENTAL,

AND REINFORCING: Projects $200,000,000 and greater, (all work)...............$ 30.30 21.50

STRUCTURAL, ORNAMENTAL,

AND REINFORCING: Projects $200,000,OOO and greater, (all work)...............$ 28.75 20.95

IRON0489-002 07/01/2008

BRADFORD, COLUMBIA, LACKAWANNA, LUZERNE, MONROE (Tobyhanna Depot only), PIKE, SULLIVAN, TIOGA, SUSQUEHANNA, WAYNE, WYOMING, CARBON (Northern tip - McAdoo), LYCOMING (Southern tip

- Hughsville)

Rates Fringes

Ironworkers:

Structural and Ornamental...$ 28.57 22.25

LABO0158-001 05/01/2009

Rates Fringes

Laborers:

GROUP 1.....................$ 16.22 11.03

GROUP 2.....................$ 22.84 11.03

GROUP 3.....................$ 19.83 11.03

GROUP 4.....................$ 20.18 11.03

GROUP 5.....................$ 20.85 11.03

GROUP 6.....................$ 20.27 11.03

GROUP 7.