AMENDMENT 0002.pdf

WILMINGTON CONSTRUCTION BR- JH KERR

ATTN: MATTHEW FOLK 5460 BUGGS ISLAND ROAD

BOYDTON VA 23917-9801

W81LJ873414334

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

Solicitation Number W912HN-08-B-0002, entitled Roanoke River Flood Reduction Project, Training Wall 330, Roanoke, Virginia (April 2008) is amended as follow s:

A. Time and Date of Bid Opening remain unchanged at 12 June 2008 @ 2:00 pm, local time.

B. See Summary of Changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 02-Jun-2008

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 W912HN-08-B-0002

X 9B. DATED (SEE ITEM 11)

30-Apr-2008

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

02-Jun-2008

CODE

USAED, SAVANNAH, WILMINGTON CONTRACT OFF

ATTH: HILDA AYERS

PO BOX 1890 (69 DARLINGTON AVE 28403)

WILMINGTON NC 28402-1890

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912HN

FACILITY CODECODE

EMAIL:TEL:

W912HN-08-B-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CLIN 0023 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION NO. 1: NON-HAZARDOUS SOLID WASTE CONTAMINATED

SOIL. DO NOT PRICE THIS LINE ITEM . ENTER PRICES FOR SUBCLINS

BELOW.

FOB: Destination

NET AMT

SUBCLIN 0023AA is added as follows:

0023AA 250 Short Ton

OPTION 0-250 TONS (ESTD.QTY.): SUITABLE FOR DAILY COVER AT LANDFILL

SUBCLIN 0023AB is added as follows:

0023AB 250 Short Ton

OPTION 0-250 TONS (ESTD.QTY.): UNSUITABLE FOR DAILY COVER AT

LANDFILL

CLIN 0024 is added as follows:

OPTION NUMBER 1: NON-HAZARDOUS SOLID WASTE

CONTAMINATED SOIL. DO NOT PRICE THIS LINE ITEM. ENTER PRICES

FOR SUB-CLINS BELOW.

SUBCLIN 0024AA is added as follows:

0024AA 1,250 Short Ton

OPTION OVER 250 TONS (ESTD.QTY.): SUITABLE FOR DAILY COVER AT

SUBCLIN 0024AB is added as follows:

0024AB 1,250 Short Ton

OPTION OVER 250 TONS (ESTD.QTY.): UNSUITABLE FOR DAILY COVER AT

The following have been added by full text:

BASE BID:

(LINE ITEMS 0001 THRU 0022)

NOTES:

NOTE 1: THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTION 1 (LINE ITEMS 0023 &

0024) UPON ENCOUNTERING NON-HAZARDOUS SOLID WASTE MATERIAL WITHIN THE

INSPECTION TRENCH EXCAVATION. THIS RIGHT SHALL EXTEND THROUGH COMPLETION OF THE

EXCAVATION OF THE INSPECTION TRENCH.

NOTE 2: THE ABILITY TO EXERCISE THE OPTIONAL LINE ITEMS SHALL BE SUBJECT TO THE

AVAILABILITY OF FUNDS.

NOTE 3: IF THE OPTION IS EXERCISED, CONTRACT PERFORMANCE TIME WILL BE GRANTED IN

ACCORDANCE WITH CLAUSE 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK, IN SECTION 00800 OF THIS SOLICITATION.

52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

The following have been modified:

TOTAL:

ITEMS 0001 thru 0024AB --- $_____________________

(OFFERORS MUST QUOTE ON ALL LINE ITEMS OF THE BID SCHEDULE AND ENTER AMOUNTS AS

SHOWN ABOVE).

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

(1) BASE BID (Line Items 0001 thru 0022):

(a) The Contractor shall be required to commence work under this contract within FIFTEEN (15) calendar days after the date the Contractor receives the notice to proceed, shall prosecute the work diligently, and shall complete the entire work for the BASE BID (LINE ITEMS 0001 thru 0022) ready for use not later than ONE HUNDRED TWENTY (120) CALENDAR DAYS AFTER THE DATE THE CONTRACTOR RECEIVES THE NOTICE TO PROCEED, except for work under Base Bid Line Item, LANDSCAPING, COMPLETE.

(b) ALL WORK UNDER BASE BID LINE ITEM, LANDSCAPING COMPLETE, SHALL BE

COMPLETED AND READY FOR USE BY APRIL 30, 2009.

(2) OPTION NUMBER 1, NON-HAZARDOUS SOLID WASTE CONTAMINATED SOIL: If OPTION NO.

1 (LINE ITEMS 0023 & 0024) is exercised, fifteen (15) additional calendar days will be added to the existing contract performance period from the time the Contractor receives the Notice to Proceed.

(3) All times stated for completion shall include final cleanup of the premises.

(End of clause)

(End of Summary of Changes)

C. PROJECT TABLE OF CONTENTS

Delete existing Project Table of Contents.

D. SECTION 01100 – SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

(1) Delete existing Table of Contents Page 1 and Page 2 in their entirety and replace with enclosed revised Pages.

(2) Delete existing Page 17 through Page 26 in their entirety and replace with enclosed revised Page 17 through Page 28.

E. SECTION 01 33 00 – SUBMITTAL PROCEDURES

Delete existing ENG FORM 4288 (Page 1 of 3 through Page 3 of 3) in their entirety and replace with enclosed revised Page 1 of 4 through Page 4 of 4.

F. ADD SECTION 02111 – EXCAVATION AND HANDLING OF CONTAMINATED

MATERIAL

(1) ADD enclosed Table of Contents Page 1 in its entirety.

(2) ADD enclosed Section Page 1 through Page 8 in their entirety.

G. SECTION 02930 – EXTERIOR PLANTS

Pen and Ink Change: After Page 9 change Page 19 to Page 10.

NOTE: Text that is added or revised by this amendment is replaced in its entirety and underlined and/or printed in bold and/or stamped appropriately.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

(End of Summary of Changes)

Encls As stated

Roanoke River Flood Reduction W912HN-08-B-0002 Training Wall 330, Roanoke, VA

PROJECT TABLE OF CONTENTS Page 1 Revised by Amendment No. 0002

PROJECT TABLE OF CONTENTS

DIVISION 00 – DOCUMENTS

00010 SF 1442 / SOLICITATION CONTRACT FORM

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01100 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01312A QUALITY CONTROL SYSTEM (QCS)

01330 SUBMITTAL PROCEDURES

01355A ENVIRONMENTAL PROTECTION

01356A STORM WATER POLLUTION PREVENTION MEASURES

01357 SPECIAL PROVISIONS FOR PROTECTION OF RAILWAY INTEREST

01420 SOURCES FOR REFERENCE PUBLICATIONS

01451A CONTRACTOR QUALITY CONTROL

01500A TEMPORARY CONSTRUCTION FACILITIES

01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01572 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01670 RECYCLED / RECOVERED MATERIALS

DIVISION 02 – SITE WORK

02111 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02213 STONE PROTECTION

02216 PROJECT SPECIAL PROVISIONS

02220 DEMOLTION

02231 CLEARING AND GRUBBING

02252 GROUTING

02300 EARTHWORK

02378 GEOTEXTILES USED AS FILTERS

02630 STORM DRAINAGE

02821A FENCING

02921 SEEDING

02930 EXTERIOR PLANTS

DIVISION 03 – CONCRETE

03100A STRUCTURAL CONCRETE FORMWORK

03200A CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE STRUCTURAL CONCRETE

APPENDICES

A DRILLING LOGS & LABORATORY DATA

B PROJECT ACTION PLAN FOR MATERIALS MANAGEMENT

-- End of Project Table of Contents --

Roanke River Flood Reduction W912HN-08-B-0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01100

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.4 WATER CONSERVATION

1.5 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.6 SAMPLING, CERTIFICATES, AND TESTING

1.7 CERTIFICATES OF COMPLIANCE

1.8 REQUIRED CONSTRUCTION MEETINGS

1.9 "AS-BUILT" RECORD DRAWINGS

1.10 FINISH MATERIAL SUBMITTALS

1.11 SURVEY DATA

1.12 ADDITIONAL SURVEY AND SURVEY PERSONNEL REQUIREMENTS

1.13 AGGREGATE SOURCES

1.14 WORK IN QUARANTINED AREA

1.15 FINAL AND CONDITIONAL ACCEPTANCE OF SEEDED PLANTING

1.16 VDOT SPECIFICATIONS

1.17 DEFINITIONS FOR VDOT SPECIFICATIONS

1.18 PUBLIC CONVENIENCE AND SAFETY

1.19 MAINTENANCE DURING CONSTRUCTION

1.20 PARTNERING

1.21 LOAD RESTRICTIONS

1.22 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.23 PROTECTION OF EXISTING FACILITIES

1.24 COORDINATION WITH REGARD TO NORFOLK SOUTHERN RAILWAY

1.25 PLANT LAYOUT DRAWINGS

1.26 HAUL ROADS

1.27 RESPONSIBILITY FOR DISPOSAL AREA ACCESS ROAD

1.28 CONTRACT AREA AND TRESPASSING

1.29 COORDINATION WITH OTHER CONTRACTORS

1.30 COORDINATION WITH REGARD TO UTILITIES

1.31 COORDINATION WITH SPRINT NEXTEL

1.32 ACCEPTANCE

1.32.1 Partial Acceptance

1.32.2 Final Acceptance

1.33 CONTRACTOR'S RESPONSIBILITY FOR WORK

1.34 NON-HAZARDOUS SOLID WASTE CONTAMINATED SOIL

1.35 CONTRACT DRAWINGS AND SPECIFICATIONS

1.36 RATES OF WAGES

1.36.1 General Decision Number: VA080062 02/08/2008 VA62

1.36.2 General Decision Number: VA080001 02/08/2008 VA1

PART 2 PRODUCTS

SECTION TABLE OF CONTENTS 01100 Page 1 Revised and/or Added by Amendment No. 0002

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01100 Page 2

Dennis S. Morrell, Technician (Field representative- location of line) 251 Highland Road Vinton, Va 24179

(540) 342-9120

1.32 ACCEPTANCE

1.32.1 Partial Acceptance

If at any time during the prosecution of the project the Contractor completes a portion of the project, such as a section of the training wall, in its entirety, he may ask the Contracting Officer to make final inspection of such work. If the Contracting Officer finds upon inspection that the work conforms to the requirements of the Contract and that acceptance is in the interest of the Government, he may accept the work as being completed, and the Contractor will be relieved of further responsibility for the work, except as noted in paragraph FINAL AND CONDITIONAL ACCEPTANCE OF SEEDED PLANTING and as specified in paragraph CONTRACTOR'S RESPONSIBILITY FOR WORK. Partial acceptance shall in no way void or alter any terms of the Contract.

If any damage attributable to causes beyond the control of the Contractor is sustained by the accepted section or portion of the project, the Contracting Officer may authorize the Contractor to make necessary repairs as a change to the contract.

1.32.2 Final Acceptance

Upon receipt of a written notice from the Contractor of presumptive completion of the entire project, the Contracting Officer Representative will make an inspection. If all work specified in the Contract has been completed, the inspection will constitute the final inspection and the Contracting Officer will make the final acceptance. The Contractor will be notified of final acceptance in writing within 5 days.

If the inspection discloses that any work, in whole or in part, is incomplete or unacceptable, the Contractor shall immediately correct the deficiency. Upon completion or correction of the work, another inspection will be made that will constitute the final inspection. In such event, the Contracting Officer will make the final acceptance and the Contractor will be notified of final acceptance in writing within 5 days. In any event, the Contractor shall maintain the project until final acceptance except under conditions that may be specifically exempted.

1.33 CONTRACTOR'S RESPONSIBILITY FOR WORK

Until final acceptance of the work by the Contracting Officer in accordance with the requirements of paragraph ACCEPTANCE, the Contractor shall have charge and care thereof and shall take every precaution against damage to any part thereof by action of the elements or from any other cause. The Contractor shall rebuild, repair, restore, and make good damage to any portion of the work occasioned by any of the foregoing causes before final acceptance and shall bear the expense thereof. The Government may reimburse the Contractor for repair of damage to work attributable to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor.

In case of the conditional acceptance of the permanent seeding work in a

SECTION 01100 Page 17 work area, the Contractor shall be responsible for the project and shall take such precautions as may be necessary to prevent damage to the work resulting from normal erosion processes, maintain and provide for erosion and sediment control measures in accordance with the Virginia Erosion and Sediment Control Handbook at his own expense. During the conditional acceptance of the permanent seeding work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established plantings, and seedings furnished under the Contract and shall take adequate precautions to protect new tree growth and other important vegetation against damage.

1.34 NON-HAZARDOUS SOLID WASTE CONTAMINATED SOIL

The Contractor may encounter soils contaminated with non-hazardous solid wastes during the excavation of the inspection trench. This non-hazardous solid waste may be comprised of various materials disposed of along the river from single and multiple residences and commercial operations.

There are no known landfill sites within the Contract construction area.

However, it is likely, that some unknown quantities of non-hazardous solid waste contaminated soil may be encountered within the Contract area.

If solid waste contaminated soils are encountered during project excavations, the Contractor will immediately stop work and notify the Contracting Officer. The Contracting Officer will notify the City of Roanoke as appropriate. The Project Action Plan for Materials Management (Appendix B) provides for how each type of waste is to be managed. For all non-hazardous solid waste generated as a result of project construction activities, the City shall be the "generator" of such wastes and will complete the waste profile form required for waste removal and disposal.

It shall be the responsibility of the Contractor to segregate the waste stream from all others, properly stage it so as to not create an "open dump" condition, and to arrange for the proper transportation. The Contractor shall properly remove and dispose of non-hazardous solid waste and in accordance with the requirements of Section 02111 and the Project Action Plan for Material Management. The excavation and handling of the non-hazardous solid waste shall also include the requirements listed below.

Excavation of the non-hazardous solid waste shall be paid under unit price for "Common Excavation".

Contractor shall only excavate non-hazardous solid waste contaminated soil from within the planned excavation limits.

The Contractor shall excavate a sufficient number of test pits to delineate the quantity of solid waste to be removed for proposal preparation purposes.

Should the area of solid waste extend beyond the planned inspection trench excavation limits, the Contractor shall over-excavate the area no more than

2.0 ft and replace the over-excavated area with compacted fill as defined in the specifications. The over-excavation shall be performed under the direction of the Contracting Officer's Representative.

The locations of the excavation discussed will be monitored by the Generator's (City of Roanoke) assigned agent. Contractor shall provide an appropriate Transportation Coordinator to oversee proper execution of the contaminated material removal.

Contractor shall submit survey data (before and after excavation) and amend the Excavation and Contaminated Materials Handling Work Plan. Following

SECTION 01100 Page 18 the excavation and proper disposal, the Contractor shall submit a Closure report.

The Contractor shall provide the Transportation Disposal Coordinator and coordinate the limits of disposal, waste characteristics and record keeping.

An optional bid item has been included for encountering non-hazardous solid waste material during the excavation of the inspection trench. For the purpose of this Contract, the quantity of non-hazardous solid is subdivided within the following ranges:

0 - 250 Tons Over 250 Tons and further subdivided:

Quantity in tons suitable for daily cover at RVRA, Smith Gap Landfill Quantity in tons unsuitable for daily cover at RVRA, Smith Gap Landfill

The optional Bid item shall only be exercised upon encountering non-hazardous solid waste material within the inspection trench excavation and shall extend through the completion of the excavation of the inspection trench. If solid waste contaminated soils are encountered during project excavations, the Contractor shall be required to take the solid waste contaminated soils directly to the landfill (Monday - Friday) 9AM-3PM and not the Transfer station.

Payment for the additional handling, transportation, stockpiling, and off-site disposal of non-hazardous solid waste contaminated soils encountered within the inspection trench will be made at the applicable contract unit price for "Non-hazardous Solid Waste Contaminated Soil" as listed in the BIDDING SCHEDULE which price and payment shall constitute full compensation for furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete the additional handling, transportation, stockpiling, and off-site disposal of non-hazardous solid waste contaminated materials and other work as covered by this Section. Payment will be withheld pending Government approval of disposal manifest. The Contractor will be compensated at the contract unit price for the actual number of tons of non-hazardous solid waste contaminated soils removed and satisfactorily disposed of. An associated time extension may be issued by the Government if demonstrated impacts to the critical path of the approved schedule are approved by the Contracting Officer.

1.35 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, five (5) sets 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

SECTION 01100 Page 19 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 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 Attachment 1 of this section.

(End of clause)

SECTION 01100 Page 20

1.36 RATES OF WAGES

1.36.1 General Decision Number: VA080062 02/08/2008 VA62

General Decision Number: VA080062 02/08/2008 VA62

Superseded General Decision Number: VA20070062

State: Virginia

Construction Type: Heavy

Counties: Botetourt, Roanoke, Roanoke* and Salem* Counties in Virginia.

*INDEPENDENT CITIES

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Modification Number Publication Date 0 02/08/2008

ELEC0637-001 06/01/2003

Rates Fringes

Electricians:

Botetourt County............$ 18.31 5.80+4.5% City of Roanoke, City of Salem and Roanoke County....$ 18.00 5.80+4.5%

* SUVA1989-002 03/01/1989

Rates Fringes

Carpenter........................$ 8.48

Laborers:

Asphalt Rakers..............$ 6.00 Pipelayers..................$ 6.11 Unskilled...................$ 5.85

Power equipment operators:

Backhoes....................$ 8.20 Distributors................$ 6.25 Graders.....................$ 8.16 Loaders.....................$ 7.48 Pavers......................$ 6.00 Rollers.....................$ 5.85

Truck Driver.....................$ 6.19

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

SECTION 01100 Page 21

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

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

SECTION 01100 Page 22

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

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

Washington, DC 20210

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

END OF GENERAL DECISION

SECTION 01100 Page 23

1.36.2 General Decision Number: VA080001 02/08/2008 VA1

General Decision Number: VA080001 02/08/2008 VA1

Superseded General Decision Number: VA20070001

State: Virginia

Construction Type: Highway

Counties: Botetourt, Roanoke, Roanoke* and Salem* Counties in Virginia.

*INDEPENDENT CITIES

HIGHWAY CONSTRUCTION PROJECTS (Excluding tunnels, building structures in rest area projects and railroad construction;

bascule, suspension and spandrel arch bridges; bridges designed for commercial naviagation; bridges involving marine construction; and other major bridges)

Modification Number Publication Date 0 02/08/2008

ELEC0637-006 01/01/2004

Rates Fringes

Electricians (Including Traffic Signal Installers/Maintainers) Electricians/Traffic Signal Installers/Maintainers......$ 17.87 4.35+4.5% Groundmen/Truck Drivers.....$ 10.57 4.35+4.5% Operators...................$ 14.06 4.35+4.5%

* SUVA1999-010 02/10/1999

Rates Fringes

Asbestos Worker..................$ 9.25

Blaster..........................$ 11.25

Carpenters:

Structure...................$ 10.18

Concrete Finisher................$ 9.68

Deckhand.........................$ 13.49

Fence Erector....................$ 7.88

Flagger..........................$ 6.75

Form Setter......................$ 9.07

SECTION 01100 Page 24

Guardrail erector................$ 9.44

Laborers:

Asphalt Rakers..............$ 8.21 Construction Worker I (Skilled Laborer)...........$ 7.52 Construction Worker II (Laborer)...................$ 7.26 Landscape Workers...........$ 5.85 Pipelayers..................$ 8.68 Power Tool Operators........$ 8.38

Mason (Structure)................$ 17.50

Painter, Bridge..................$ 10.50

Painter..........................$ 10.00

Plumber..........................$ 14.31

Power equipment operators:

Air Compressor Operators....$ 7.50 Asphalt Distributor Operators...................$ 7.98 Asphalt Paver Operators.....$ 8.25 Backhoe Operators...........$ 9.52 Bulldozer Operators (Utility)...................$ 8.75 Bulldozer Operators.........$ 9.09 Concrete Finish Machine Operators, Utility..........$ 11.15 Concrete Finish Machine/Screed Operators (Bridge)..........$ 11.15 Concrete Paving Machine Operators...................$ 11.00 Concrete Pump Operators.....$ 8.33 Concrete Saw Operators......$ 8.25 Crane, Derrick, Dragline Operators 1 yd. & under..............$ 11.45 Over 1 yd..................$ 13.00 Drill Operators.............$ 8.60 Excavator Operators (Gradall Operators).........$ 14.50 Front-End Loader Operators 2 yds. & under.............$ 8.70 Over 2 yds.................$ 9.78 Fuel and Lubricant Service Truck Drivers...............$ 8.50 Grade Checker...............$ 9.30 Hydro-Seeder Operators......$ 7.36 Log Skidder Operators.......$ 15.00 Mechanics...................$ 12.31 Motor Grader Operators Fine Grade.................$ 11.92 Rough Grade................$ 10.65 Oiler/Greaser...............$ 8.00

SECTION 01100 Page 25

Pavement Marker Operators...$ 9.38 Pavement Marking Truck Operators...................$ 13.50 Pavement Planing Groundman..................$ 7.92 Operators..................$ 7.84 Pile Driver Leadsman...................$ 12.50 Operators..................$ 11.30 Pipe Boring/Jacking Machine Operators........$ 8.50 Plant Operators.............$ 8.00 Roller Operators Finish.....................$ 7.98 Rough......................$ 6.99 Scraper Pan Operators.......$ 9.65 Shot Blast Machine Operators...................$ 7.25 Shovel Operators............$ 10.45 Slip-Form Paver Operators...$ 6.45 Slurry Seal Paver Machine Operators..........$ 6.15 Truck Drivers..............$ 8.30 Stabilizer Operators........$ 7.94 Stone Spreader Operators....$ 7.30 Subgrade Machine Operators..$ 8.25 Tractor Operators Crawlers...................$ 8.02 Utility....................$ 6.80 Transit Mix Truck Drivers...$ 9.75 Trenching Machine Operators.$ 11.51

Reinforcing metal workers........$ 10.89

Sheet Metal Worker...............$ 8.90

Sign Erector.....................$ 8.90

Structural workers...............$ 13.88

Truck drivers:

Heavy Duty..................$ 8.57 Multi-Rear Axle.............$ 7.78 Tandem Rear Axle and Single Rear Axle............$ 7.64

Waterproofer.....................$ 7.28

Welder...........................$ 10.38

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

In the listing above, the "SU" designation means that rates

SECTION 01100 Page 26 listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

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

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

SECTION 01100 Page 27

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

END OF GENERAL DECISION

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01100 Page 28

SUBMITTAL REGISTER (ER 415-1-10)

TITLE AND LOCATION DATE

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Training Wall 330,Roanoke, Virginia

W912HN-08-B-0002 NA

02 Jun 2008

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01100 Supplementary Special Contract Requirements 1 01100 1.8 List of Subcontractors PRECON SUBMTL FIO

2 01100 1.8 Quality Control Plan PRECON SUBMTL GA

3 01100 1.8 Accident Prevention Plan (APP) PRECON SUBMTL GA

4 01100 1.8 Environmental Protection Plan PRECON SUBMTL GA

5 01100 1.8 Certificate of Insurance CERTIFICATES FIO

6 01100 1.8 Completion of Corps CQC Course CERTIFICATES FIO

7 01100 1.8 Ltr Appointing Superintendent CERTIFICATES FIO

8 01100 1.7 Testing Laboratory CERTIFICATES GA

SECTION - 01355A Environmental Protection 1 01355A 1.7 Environmental Protection Plan PRECON SUBMTL GA

2 01355A 3.13 RetentionPond(SedimentBasin)Removal PlanPRECON SUBMTL GA

3 01355A 1.7.2 Non-hazardousSolidWaste&CleanFillRpt TEST REPORTS FIO

SECTION - 01356A Storm Water Pollution Prevention Measures 1 01356A 2.1.3 Mill Certificate or Affidavit CERTIFICATES FIO

SECTION - 01357 Special Provisions for Protection of Railway 1 01357 1.14.3 Certificate of Insurance CERTIFICATES FIO

SECTION - 01525 Safety & Occupational Health Requirements 1 01525 1.8 Accident Prevention Plan (APP) PRECON SUBMTL GA

2 01525 1.9 Activity Hazard Analysis (AHA) PRECON SUBMTL GA

3 01525 1.6 & 3.5.2 Proof of Qualification/Crane Operators PRECON SUBMTL GA

4 01525 1.6 Proof of Qualification for SSHO PRECON SUBMTL GA

5 01525 1.13 Reports TEST REPORTS FIO

6 01525 1.13.1 Accident Reports TEST REPORTS FIO

7 01525 1.13.3 Monthly Exposure Reports TEST REPORTS FIO

8 01525 1.13.5 Crane Reports TEST REPORTS FIO

9 01525 1.13.4 Regulatory Citations & Violations TEST REPORTS FIO

10 01525 1.10 Confined Space Entry Permit CERTIFICATES FIO

11 01525 1.13.6 Certificate of Compliance CERTIFICATES FIO

SECTION - 01572 Construction and Demoltion Waste Management 1 01572 1.4 Waste Management Plan REPORTS GA

SECTION - 02111 Excavation & Handling of Containminated Mtrl 1 02111 1.4 Surveys SHOP DRAWINGS GA

2 02111 3.7 Contaminated Mtrl Handling Work Plan PRODUCT DATA GA

3 02111 3.10 Closure Report PRODUCT DATA GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Training Wall 330,Roanoke, Virginia

W912HN-08-B-0002 NA

02 Jun 2008

SORT : SECTION & ITEMRANGE : ALL

SECTION - 02213 Stone Protection 1 02213 2.1.5 Identification of Stone Sources CERTIFICATES GA

SECTION - 02220 Demolition 1 02220 1.8 Work Plan PRODUCT DATA GA

SECTION - 02231 Clearing & Grubbing 1 02231 3.4.2 Materials Other Than Salable Timber PRODUCT DATA FIO

SECTION - 02300 Earthwork 1 02300 3.6 Utilization of Excavated Materials PRODUCT DATA GA

2 02300 3.11 Testing TEST REPORTS FIO

3 02300 3.11.3 Testing of Backfill Materials TEST REPORTS FIO

4 02300 3.11 Testing CERTIFICATES FIO

SECTION - 02378 Geotextiles Used As Filters 1 02378 2.1.1 Geotextile CERTIFICATES FIO

SECTION - 02630 Storm-Drainage System 1 02630 1.2,2.3&3.7 Flap Gates PRODUCT DATA GA

2 02630 3.3 Placing Pipe PRODUCT DATA FIO

3 02630 3.6.5 Determination of Density CERTIFICATES FIO

SECTION - 02821A Fencing 1 02821A 2.1.1 Chain Link fence CERTIFICATES FIO

SECTION - 02921 Seeding 1 02921 3.1.5 Equipment PRODUCT DATA FIO

2 02921 2.7.1 Surface Erosion Control Material PRODUCT DATA FIO

3 02921 1.6.3 Chemical Treatment Material PRODUCT DATA FIO

4 02921 3.8 Seed Establishment Period PRODUCT DATA FIO

5 02921 3.8.3.4 Maintenance Record PRODUCT DATA FIO

6 02921 1.6.1 Delivery PRODUCT DATA GA

7 02921 1.6.1.1 Delivered Topsoil PRODUCT DATA GA

8 02921 2.2 Topsoil CERTIFICATES GA

9 02921 2.1 Seed CERTIFICATES GA

10 02921 2.3.1 Lime CERTIFICATES GA

11 02921 2.3.2 Fertilizer CERTIFICATES GA

12 02921 2.3.3 Organic Soil Amendments CERTIFICATES GA

13 02921 2.4 Mulch CERTIFICATES GA

14 02921 2.5 Asphalt Adhesive CERTIFICATES GA

SECTION - 02930 Exterior Planting

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Training Wall 330,Roanoke, Virginia

W912HN-08-B-0002 NA

02 Jun 2008

SORT : SECTION & ITEMRANGE : ALL

1 02930 3.3.1 Finished Grade, Topsoil&Underground Utl. SHOP DRAWINGS FIO

2 02930 2.5 Geotextile PRODUCT DATA FIO

3 02930 1.5.3.2 Chemical Treatment Material PRODUCT DATA FIO

4 02930 1.5.1 Delivery PRODUCT DATA GA

5 02930 3.10 Plant Establishment Period PRODUCT DATA GA

6 02930 3.10.2.6 Maintenance Record PRODUCT DATA FIO

7 02930 3.8 Application of Pesticide PRODUCT DATA FIO

8 02930 1.5.1.3 Delivered Topsoil SAMPLES GA

9 02930 3.2.4.2 Soil Amendments SAMPLES GA

10 02930 2.4 Mulch SAMPLES GA

11 02930 2.5 Geotextile SAMPLES GA

12 02930 3.2.4.2 Soil Test TEST REPORTS FIO

13 02930 3.2.4.1 Percolation Test TEST REPORTS FIO

14 02930 2.1 Plant Material CERTIFICATES GA

15 02930 2.2 Topsoil CERTIFICATES GA

16 02930 2.3.1 pH Adjuster CERTIFICATES GA

17 02930 2.3.2 Fertilizer CERTIFICATES GA

18 02930 2.3.3 Organic Material CERTIFICATES GA

19 02930 2.3.4 Soil Conditioner CERTIFICATES GA

20 02930 2.4.1 Organic Mulch CERTIFICATES GA

21 02930 2.12 Mycorrhizal Fungi Inoculum CERTIFICATES GA

22 02930 2.14 Pesticide CERTIFICATES GA

23 02930 3.10.5 Maintenance Instructions O&M DATA FIO

SECTION - 03100A Structural Concrete Formwork 1 03100A 3.1.1 Formwork SHOP DRAWINGS FIO

2 03100A 1.3 Design PRODUCT DATA FIO

3 03100A 2.1 Form Materials PRODUCT DATA FIO

4 03100A 2.1.5 Form Releasing Agents PRODUCT DATA FIO

SECTION - 03200A Concrete Reinforcement 1 03200A 3.1 Reinforcement SHOP DRAWINGS GA

2 03200A 2.1 Reinforcing Steel CERTIFICATES FIO

3 03200A 2.2 Epoxy Coating CERTIFICATES FIO

4 03200A 1.3 Welding CERTIFICATES GA

SECTION - 03300 Cast-In-Place Structural Concrete 1 03300 3.9.3 Mixture Proportions PRODUCT DATA GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Training Wall 330,Roanoke, Virginia

W912HN-08-B-0002 NA

02 Jun 2008

SORT : SECTION & ITEMRANGE : ALL

2 03300 3.9 Testing&Inspection for CQC TEST REPORTS GA

3 03300 1.3 Qualifications CERTIFICATES GA

4 03300 1.2 Materials CERTIFICATES FIO

SECTION TABLE OF CONTENTS

DIVISION 02 - SITE CONSTRUCTION

SECTION 02111

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.2.1 Measurement

1.2.2 Payment

1.2.2.1 Excavation,Transportation, and Off-site Disposal

1.3 SUBMITTALS

1.4 SURVEYS

1.5 REGULATORY REQUIREMENTS

1.5.1 Permits and Licenses

1.5.2 Air Emissions

1.6 DESCRIPTION OF WORK

1.7 CHEMICAL TESTING

1.8 SCHEDULING

PART 2 PRODUCTS

2.1 BACKFILL

2.2 SPILL RESPONSE MATERIALS

PART 3 EXECUTION

3.1 EXISTING STRUCTURES AND UTILITIES

3.2 CLEARING AND GRUBBING

3.3 CONTAMINATED MATERIAL REMOVAL

3.3.1 Excavation

3.3.2 Shoring

3.3.3 Dewatering

3.4 CONFIRMATION SAMPLING AND ANALYSIS

3.5 CONTAMINATED MATERIAL STORAGE

3.5.1 Stockpiles

3.5.2 Roll-Off Units

3.5.3 Liquid Storage

3.6 SAMPLING

3.7 SPILLS

3.8 BACKFILLING

3.9 DISPOSAL REQUIREMENTS

3.10 CLOSURE REPORT

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 02111 Page 1

SECTION 02111

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 5434 (1997; R 2003) Field Logging of Subsurface Explorations of Soil and Rock

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety and Health Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 302 Designation, Reportable Quantities, and Notification

VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY

9 VAC 20-80-10 (2001) Virginia Waste Management Board, Title 9 Environment, Virginia Solid Waste Management Regulations, Chapter 80

CITY OF ROANOKE REPORTS AND OTHER REFERENCES

Final Project Action Plan for Materials Management, First Channel Construction Contract, Roanoke Virginia. Huggins, Faulkner, and Flynn, October 2002. (Referred to herein as Materials Management Plan)

1.2 MEASUREMENT AND PAYMENT

1.2.1 Measurement

All materials excavated for this project have certain characteristics that guide how the materials are to be managed. The Final Project Action Plan For Materials Management is provided in Appendix B and identifies materials which may be encountered and disposal requirements. The measurement requirements will depend on the Waste Stream Type and Disposal Requirement.

Based on initial excavation quantity estimates, it is estimated that the majority of materials excavated and removed during construction is classified as "Clean Fill." Clean Fill includes soil, sediment and broken rock removed during excavation. The remaining part is classified as "solid waste" and will be managed in accordance with the Materials Management Plan. The Contractor shall be responsible for proper segregation, SECTION 02111 Page 1 management, and disposal of contaminated materials associated with project excavations. In all cases, the Contractor must properly stage all waste so as not to create an open dump as defined in 9 VAC 20-80-10 Definitions.

Permitted solid waste treatment or disposal facilities will require that the generator develop a specific waste "profile". Test reports will be used to define the extent of the contaminated soil within the project area. For all non-hazardous waste generated as a result of construction activities, the City shall be the "generator" of all such waste and will complete the waste profile information at the time of waste removal and disposal.

This contract does not have any known locations where the excavations of non-hazardous solid waste contaminated soil is required. If material is encountered, it will be excavated in accordance with the requirements of this Section. The quantity of non-hazardous solid waste contaminated soil to be paid for will be the actual number of tons of non-hazardous solid waste contaminated material which has been excavated and removed from the site. The non-hazardous solid waste contaminated soil will be measured by being weighed in trucks on approved platform scales or by other approved weighing devices.

1.2.2 Payment

1.2.2.1 Excavation,Transportation, and Off-site Disposal

Payment for the additional handling, transportation, stockpiling, and off-site disposal of non-hazardous solid waste contaminated materials encountered within the inspection trench will be made at the applicable contract unit price for "NON-HAZARDOUS SOLID WASTE CONTAMINATED SOIL" as listed in the BIDDING SCHEDULE which price and payment shall constitute full compensation for furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete the additional handling, transportation, stockpiling, and off-site disposal of non-hazardous solid waste waste contaminated materials and other work as covered by this Section. Payment for excavation of the non-hazardous solid waste shall be paid under bid item for "Common Excavation". Payment will be withheld pending Government approval of disposal manifest. The Contractor will be compensated at the contract unit price for the actual number of tons of household waste removed and satisfactorily disposed of. An associated time extension may be issued by the Government if demonstrated impacts to the critical path of the approved schedule are approved by the Contracting Officer.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys; G

Separate cross-sections of each area before and after excavation and after backfilling.

SD-03 Product Data

SECTION 02111 Page 2

Excavation and Contaminated Materials Handling Work Plan; G

Work Plan within 5 calendar days after notice to proceed. No work at the site, with the exception of site inspections and surveys, shall be performed until the Work Plan is approved. The Contractor shall allow 5 calendar days in the schedule for the Government's review. No adjustment for time or money will be made if resubmittals of the Work Plan are required due to deficiencies in the plan. At a minimum, the Work Plan shall include:

a. Schedule of activities.

b. Method of excavation and equipment to be used.

c. Shoring or side-wall slopes proposed.

d. Dewatering plan.

e. Storage methods and locations for liquid and solid contaminated material.

f. Borrow sources and haul routes.

g. Decontamination procedures.

h. Spill contingency plan.

i. Identification of Disposal Facilities in accordance with the Materials Management Plan.

j. Waste disposal manifest procedures and forms.

Closure Report; G

Ten (10) copies of the Closure Report within 14 calendar days of work completion at the site.

1.4 SURVEYS

Surveys shall be performed immediately prior to and after excavation of any contaminated material encountered to determine the volume of contaminated material removed. Surveys shall also be performed immediately after backfill of each excavation. The Contractor shall provide cross-sections on 25 foot intervals and at obvious break points for all excavated areas.

Locations of confirmation samples shall also be surveyed and shown on the drawings. Surveys shall be performed in accordance with Section 01100.

1.5 REGULATORY REQUIREMENTS

1.5.1 Permits and Licenses

The Contractor shall obtain required federal, state, and local permits for excavation and storage of contaminated material. Permits shall be obtained at no additional cost to the Government.

1.5.2 Air Emissions

Air emissions shall be monitored and controlled in accordance with Section 01355A.

SECTION 02111 Page 3

1.6 DESCRIPTION OF WORK

The work shall consist of the excavation of contaminated soils which requires special management considerations.

The Contractor may encounter old landfill sights along the Roanoke River containing non-hazardous solid waste contaminated soil during the excavation of the inspection trench. There are no known landfill sites within the Contract construction area. It is likely, however, that some unknown quantities of non-hazard solid waste contaminated soil may be encountered within the Contract area.

Hazardous Waste

The management of these types of materials is outside the scope of the Project and is not the responsibility of the Contractor.

If potentially hazardous materials are encountered, Contractor shall immediately stop work and notify the Contracting Officer.

1.7 CHEMICAL TESTING

No chemical testing is required with this contract.

1.8 SCHEDULING

The Contractor shall notify the Contracting Officer seven (7) calendar days prior to the start of excavation of contaminated material. The Contractor shall be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

PART 2 PRODUCTS

2.1 BACKFILL

Required backfill material shall be in accordance with Section 02300.

2.2 SPILL RESPONSE MATERIALS

The Contractor shall provide appropriate spill response materials including, but not limited to the following: containers, adsorbents, shovels, and personal protective equipment. Spill response materials shall be available at all times when contaminated materials/wastes are being handled or transported. Spill response materials shall be compatible with the type of materials and contaminants being handled.

PART 3 EXECUTION

3.1 EXISTING STRUCTURES AND UTILITIES

No excavation shall be performed until site utilities have been field located. The Contractor shall take the necessary precautions to ensure no damage occurs to existing structures and utilities. Damage to existing structures and utilities resulting from the Contractor's operations shall be repaired at no additional cost to the Government. Utilities encountered that were not previously shown or otherwise located shall not be disturbed without approval from the Contracting Officer.

SECTION 02111 Page 4

3.2 CLEARING AND GRUBBING

Clearing and grubbing shall be performed to the limits shown on the drawings in accordance with Section 02231 CLEARING AND GRUBBING.

3.3 CONTAMINATED MATERIAL REMOVAL

3.3.1 Excavation

Areas of any contamination encountered shall be excavated to the depth and extent as determined from the initial site surveys and field investigations and as directed by the Contracting Officer. Excavation shall be performed in a manner that will limit spills and the potential for contaminated material to be mixed with uncontaminated material. An excavation log describing visible signs of contamination encountered shall be maintained for each area of excavation. Excavation logs shall be prepared in accordance with ASTM D 5434.

3.3.2 Shoring

If workers must enter the excavation, it shall be evaluated, shored, sloped or braced as required by EM 385-1-1 and 29 CFR 1926 section 650.

3.3.3 Dewatering

Surface water shall be diverted to prevent entry into the excavation.

Dewatering shall be limited to that necessary to assure adequate access, a safe excavation, prevent the spread of contamination, and to ensure that compaction requirements can be met. No dewatering shall be performed without prior approval of the Contracting Officer.

3.4 CONFIRMATION SAMPLING AND ANALYSIS

The Contracting Officer shall be present to inspect the removal of contaminated material from each site.