Amend-0007_W912HY19B0030.pdf

W45VAK91543579 007780

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

Unrestricted Procurement for Houston Ship Channel, Texas, Clinton PA Improvements in Harris County, Texas in which the response date is 11 February 2020 @ 2:00 PM (CST) is hereby amended as follows:

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 21

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

16C. DATE SIGNED

BY

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 W912HY19B0030

X 9B. DATED (SEE ITEM 11)

26-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

14-Jan-2020

CODE

US ARMY CORPS OF ENGINEERS

2000 FORT POINT ROAD

P.O. BOX 1229

GALVESTON TX 77553-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY19B0030

A0007-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY19B0030, Houston Ship Channel, Texas, Clinton East & West Placement Areas, Containment Dike Raise and Dewatering, Harris County, Texas are hereby amended as follows:

THE BID DUE DATE REMAINS SCHEDULED FOR 11 FEBRUARY 2020 AT 2:00 P.M. LOCAL

TIME.

a) Specifications.

(1) DOCUMENT 00 73 46, WAGE RATES – The enclosed SECTION 00 73 46 entitled WAGE RATES supersedes that issued with this Solicitation.

(2) SECTION 01 50 00.00 45, TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS – The enclosed SECTION 01 50 00.00 45 entitled TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS supersedes that issued with this Solicitation.

(3) SECTION 31 11 00.10 45, CLEARING, GRUBBING, AND REMOVAL OF DEBRIS – The enclosed SECTION 31 11 00.10 45 entitled CLEARING, GRUBBING, AND REMOVAL OF DEBRIS supersedes that issued with this Solicitation.

b) Drawing.

(1) DRAWING NO. C-504 - The enclosed Drawing No. C-504, supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

04 Encls:

1. SECTION 00 73 46, WAGE RATES

2. SECTION 01 50 00.00 45, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

3. SECTION 31 11 00.10 45, CLEARING, GRUBBING, AND REMOVAL OF DEBRIS

4. DRAWING NO. C-504

SWG FILE NO.: HSC 401-576 SOLICITATION NO.:W912HY19B0030

Section 00 73 46 - Page 1

TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION W912HY19B0030

"General Decision Number: TX20200031 01/03/2020 Superseded General Decision Number: TX20190031 State: Texas Construction Type: Heavy County: Harris County in Texas.

HEAVY CONSTRUCTION PROJECTS Including Water and Sewer Lines (Does Not Include Flood Control).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)- (60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020

*SFTX0669-001 04/01/2019

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 29.53 21.27

SUTX2005-019 08/16/2005

Rates Fringes

CARPENTER........................$ 14.04 0.00

CEMENT MASON/CONCRETE FINISHER...$ 12.50 1.17

ELECTRICIAN......................$ 17.00 0.04

Formbuilder/Formsetter...........$ 13.84 1.17

IRONWORKER, REINFORCING $ 11.28 0.00

Laborers:

Common $ 8.94 0.00

Landscape $ 7.35 0.00 Mason Tender Cement $ 9.94 0.00 Pipelayer $ 10.14 0.00

PIPEFITTER $ 17.00 0.04

POWER EQUIPMENT OPERATOR:

Backhoe $ 13.47 0.00

Bulldozer $ 12.58 0.00 Crane $ 15.33 0.57 http://www.dol.gov/whd/govcontracts

Excavator $ 16.37 0.00 Front End Loader $ 12.16 0.00 Grader $ 12.20 1.48 Tractor $ 15.00 0.00

TRUCK DRIVER $ 12.02 1.02

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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

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

Union Rate Identifiers

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

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

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

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported

Section 00 73 46 - Page 2

TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION W912HY19B0030

http://www.dol.gov/whd/govcontracts in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

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

Union Average Rate Identifiers

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

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

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

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

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.)

should be followed.

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

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

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

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

Section 00 73 46 - Page 3

Section 00 73 46 - Page 4

TO ACCOMPANY AMENDMENT NO. 0007 TO SOLICITATION W912HY19B0030

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

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

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210

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

END OF GENERAL DECISION"

SWG FILE NO.: HSC 401-576 Solicitation No. : W912HY19B0030

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00.00 45

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS AMENDMENT NO. 0007

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

1.4 WORKING HOURS

1.5 HURRICANE CONDITION OF READINESS

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Construction Project and Safety Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.1.1 Haul Roads Within the Project Right-of-Way

2.2.2 Barricades

2.2.3 Fencing

2.2.4 Work by Other Contractors AM#7

2.3 TEMPORARY WIRING

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Sanitation

3.2 CONTRACTOR'S TEMPORARY FACILITIES

3.2.1 Safety

3.2.2 Administrative Field Offices

3.2.3 Storage Area

3.2.4 (AM#4)DELETED

3.2.5 Security Provisions

3.3 (AM#4)DELETED

3.4 (AM#4)DELETED

3.5 (AM#4)DELETED

3.6 CLEANUP

3.7 RESTORATION OF STORAGE AREA

3.8 COORDINATION WITH OTHER CONTRACTORS

-- End of Section Table of Contents --

SECTION 01 50 00.00 45 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 50 00.00 45 Page 2

SECTION 01 50 00.00 45

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

AMENDMENT NO. 0007

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 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. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan ; G

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a Construction Site Plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage areas (on-site and off-site)), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

SECTION 01 50 00.00 45 Page 3

Unless otherwise directed, limit the staging and stockpile areas to the project right-of-way. The Contractor will be responsible for permits or easements necessary for staging or the stockpile areas outside the project right-of-way.

1.4 WORKING HOURS

Limit working hours from sunrise to sunset 6 days a week. Schedule work for the drop-outlet structures when the Government Inspector will be available. No work is to be accomplished on Sundays or Federal holidays without written approval.

1.5 HURRICANE CONDITION OF READINESS

Unless directed otherwise, comply with:

a. Condition FOUR (Sustained winds of 50 knots or greater expected within 72 hours): Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 4 feet high. Remove all debris, trash, or objects that could become missile hazards. Contact Contracting Officer for Condition Requirements.

b. Condition THREE (Sustained winds of 50 knots or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

Contact Contracting Officer for weather and COR updates and completion of required actions.

c. Condition TWO (Sustained winds of 50 knots or greater expected within 24 hours): Curtail or cease routine activities until securing operation is complete. Reinforce or remove form work and scaffolding. Secure machinery, tools, equipment, materials, or remove from the jobsite. Expend every effort to clear all missile hazards and loose equipment from general base areas. Contact Contracting Officer for weather and Condition of Readiness (COR) updates and completion of required actions.

d. Condition ONE. (Sustained winds of 50 knots or greater expected within 12 hours): Secure the jobsite, and leave Government premises.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning work, provide in accordance with USACE EM 385-1-1 , a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size and having not less than two hinged or sliding glazed doors with provisions for locking for displaying the Equal Employment

SECTION 01 50 00.00 45 Page 4

Opportunity poster, a copy of the wage decision contained in the Contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

The posters specified above, can be obtained from the U.S. Department of Labor .

2.1.2 Construction Project and Safety Signs

The requirements for the signs, their content, and locations are as specified in SECTION 01 58 13.01 45 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this Contract. Construct with suitable grades and widths;

sharp curves, blind corners, and dangerous cross traffic are be avoided.

Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, will be adequate to ensure safe operation at all times.

Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting will be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.1.1 Haul Roads Within the Project Right-of-Way

Access to the work area within the right-of-way will be discussed at the Preconstruction Meeting. Coordinate with the Contracting Officer access for each project site. The use of construction equipment on dike roads is to be limited to no more than 3/4-ton vehicles or less unless otherwise approved. The Contractor is to be responsible for repairs needed to dike roads damaged during the construction process.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people. The safety fencing will be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

SECTION 01 50 00.00 45 Page 5

2.2.4 Wor k by Ot her Cont r act or s AM#7

A non- f eder al cont r act or i s expect ed t o const r uct a pedest r i an wal kway ar ound East Cl i nt on Pl acement Ar ea. The wal kway i s expect ed t o be l ocat ed near t he out si de t oes of t he exi st i ng di ke al ong Mer cur y Dr i ve on t he west s i de, al ong t he dr ai nage di t ch on t he nor t h s i de, and t y i ng i n t o t he br i dge at Hol l and Ave. Const r uct i on of t he wal kway i s ant i c i pat ed t o be bet ween May 2020 and Sept ember 2020, however t hat schedul e may be adj ust ed due t o c i r cumst ance out si de t he Cont r act i ng Of f i cer ' s cont r ol . The wal kway may i mpact access t o t he di ke f r om Hol l and Ave i n t he v i c i ni t y of St at i on 1+00- E. The Cont r act or shal l make ever y r easonabl e ef f or t t o mi ni mi ze i mpact s t o t he wal kway. I f t he Cont r act or ' s oper at i ons causes damage t o any par t of t he wal kway ot her t han t he vi c i ni t y of St at i on 1+00- E, t hat damage shal l be r est or ed i mmedi at el y. Damage t o t he wal kway i n t he v i c i ni t y of St at i on 1+00- E shal l be r est or ed pr i or t o compl et i on of t he cont r act .

2.3 TEMPORARY WIRING

Provide temporary wiring in accordance with NFPA 241 and NFPA 70 , Article 305-6(b), Assured Equipment Grounding Conductor Program. Include frequent inspection of all equipment and apparatus.

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

Provide temporary utilities required for construction. Materials may be new or used, will be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

Utilities will not be furnished by the Government.

3.1.1 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor.

Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.2 CONTRACTOR'S TEMPORARY FACILITIES

3.2.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor will obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety

SECTION 01 50 00.00 45 Page 6 devices or equipment and obtain approval from the Contracting Officer.

3.2.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.2.3 Storage Area

Provide a temporary storage area for equipment and materials when not being used in the construction at a location approved by the Contracting Officer.

3.2.4 (AM#4)DELETED

3.2.5 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.3 (AM#4)DELETED

3.4 (AM#4)DELETED

3.5 (AM#4)DELETED

3.6 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways will be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.7 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haulroads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore to the original or better condition, areas used by the Contractor for the storage of equipment or material, or other use. Gravel used to traverse grassed areas will be removed and the area restored to its original condition, including top soil and seeding as necessary.

3.8 COORDINATION WITH OTHER CONTRACTORS

Concurrent with this Contract, another contractor working for a non-federal agency is expected to be in the vicinity. The work is expected to consist of constructing a pedestrian walkway on or near the outside toe of the west and north dikes of East Clinton Placement Area.

The Contractor will be asked to attend periodic coordination meetings with the non-federal agency and their contractor, and is expected to cooperate with the non-federal contractor to the extent possible.

SECTION 01 50 00.00 45 Page 7

-- End of Section --

SECTION 01 50 00.00 45 Page 8

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 11 00.10 45

CLEARING, GRUBBING, AND REMOVAL OF DEBRIS AMENDMENT NO. 0007

PART 1 GENERAL

1.1 SUMMARYAM#7

1.2 MEASUREMENT AND PAYMENT

1.3 DEFINITIONS

1.3.1 Clearing

1.3.2 Grubbing

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 PROTECTION

3.1.1 Roads and Walks

3.1.2 Trees, Shrubs, and Existing Facilities

3.1.3 Utility Lines

3.2 CLEARING

3.3 TREE REMOVAL

3.4 GRUBBING

3.5 REMOVAL OF DEBRIS

3.6 DISPOSAL OF MATERIAL AM#7

3.6.1 Burying AM#7

-- End of Section Table of Contents --

SECTION 31 11 00.10 45 Page 1

SECTION 31 11 00.10 45 Page 2

SECTION 31 11 00.10 45

CLEARING, GRUBBING, AND REMOVAL OF DEBRIS

AMENDMENT NO. 0007

PART 1 GENERAL

1.1 SUMMARYAM#7

The work covered in this Section consists of furnishing plant, labor, and equipment necessary to perform the operations in connection with clearing, grubbing, removal of debris from the areas specified herein, and the satisfactory disposal of cleared and removed materials. Clearing, gr ubbi ng, and r emoval of debr i s appl i es t o di ke r ai se f oot pr i nt , bor r ow sour ce and di t ches as needed.

1.2 MEASUREMENT AND PAYMENT

Measurement and payment for clearing, grubbing, and removal of debris will be paid for in accordance with provisions of the SECTION 01 22 00.10

MEASUREMENT AND PAYMENT.

1.3 DEFINITIONS

1.3.1 Clearing

Clearing consists of the removal and satisfactory disposal of all above ground and below ground trees, downed timber, snags, slash, brush, garbage, trash, debris, fencing, and other items occurring in the designated areas to be cleared.

1.3.2 Grubbing

Grubbing consists of the removal and satisfactory disposal of stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas. Grubbing also includes filling of holes from the grubbing operation.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 PROTECTION

3.1.1 Roads and Walks

Keep roads and walks free of dirt and debris at all times.

3.1.2 Trees, Shrubs, and Existing Facilities

Protection is to be in accordance with the SECTION 01 57 20.00 45 ENVIRONMENTAL PROTECTION. Trees and vegetation to be left standing are to be protected from damage incident to clearing, grubbing, and construction operations by the erection of barriers or other methods as the circumstances require.

SECTION 31 11 00.10 45 Page 3

3.1.3 Utility Lines

Protect existing utility lines that are indicated to remain from damage.

Notify the Contracting Officer immediately of damage to or an encounter with an unknown existing utility line. The Contractor will be responsible for repairs of damage to existing utility lines that are indicated or made known to the Contractor prior to start of clearing and grubbing operations. When utility lines which are to be removed are encountered within the area of operations, notify the Contracting Officer in ample time to minimize interruption of the service.

Utility Line Owner Description Location and Elevation

Reliant Energy Overhead Power Line East and West Cell Above Ground

Praxair 8" Oxygen Pipeline East Cell:

El = 29' Cover = 3' -8"

Praxair 8" Oxygen Pipeline West Cell:

El = Field verify Cover = Field verify

THE FOLLOWING IS FURNISHED FOR INFORMATION ON VERIFYING PIPELINE

OWNERSHIPS:

Lonestar Notification Center 1-800-545-6005 or online at www.Lonestar811.com

Texas 811 (Dig-Tess) 1-800-344-8377

3.2 CLEARING

Clearing is to consist of felling and cutting up trees; removal of other debris within the right-of-way. Clearing is to include the satisfactory disposal of trees, trash, downed timber, snags, brush, broken concrete, rubbish, and other debris occurring within the limits of the right-of-way, except for areas shown. Trees, stumps, roots, brush, and other vegetation are to be cut off flush with or slightly below the original ground surface. Clearing operations are to be conducted to prevent damage by falling trees to existing structures and installations, to those under construction, and to provide for the safety of employees and others.

Blasting trees and stumps will not be permitted. Clearing will be allowed a maximum of 2,000 feet in advance of the existing dike construction.

3.3 TREE REMOVAL

Where indicated or directed, trees and stumps that are designated as trees are to be removed from areas outside of the areas designated for clearing and grubbing. This work is to include the felling of these trees and the removal of their stumps and roots as specified in the Paragraph:

GRUBBING. Trees are to be disposed as specified in the Paragraph:

DISPOSAL OF MATERIALS.

SECTION 31 11 00.10 45 Page 4

3.4 GRUBBING

Grubbing is to consist of the removal and disposal of stumps and roots larger than 3 inches in diameter to a minimum depth of 12 inches below the finished or existing grade and matted roots from the required work areas.

Depressions excavated below the original ground surface for or by the removal of stumps and roots shall be filled with satisfactory material and compacted so the surface will conform to the surrounding ground surface.

3.5 REMOVAL OF DEBRIS

Rubbish, timber, automobile tires, and other objectionable materials are to be completely removed from the area within the right-of-way limits.

Also, the Contractor may be directed to remove other debris from the project location.

3.6 DISPOSAL OF MATERIAL AM#7

Materials obtained from clearing, grubbing, and removal of debris operations are to be removed from the construction area and disposed of in the designated disposal area in approved locations wi t hi n t he PA. Debris consisting of inert and essentially insoluble industrial solid wastes including, but not limited to, rock, brick, dirt, concrete, shingles, and glass materials that are not readily decomposable, and that are categorized as Class III wastes, are to be removed from the construction area and disposed of in the designated disposal area. Class III wastes are defined in Title 30, Part 1, Chapter 335, Subchapter A, Rule 335.1 of the Texas Administrative Code. Debris consisting of trees, shrubs, and logs are to be disposed of in a Type IV landfill as approved. Other classes of waste materials including, but not limited to, metal, plastic, and rubber are to be disposed of in appropriate areas furnished by the Contractor. Automobiles, abandoned boats, and tires are to be disposed and in a Type VIII landfill as approved.

3.6.1 Burying AM#7

Vegetation, shrubs, and trees obtained from clearing and grubbing shall be buried i n appr oved l ocat i on within the PA as shown . Material disposed by burying shall be covered with a minimum of 12 inches of earth. Materials obtained from stripping shall be stockpiled in an approved location designated area .

-- End of Section --

SECTION 31 11 00.10 45 Page 5

SECTION 31 11 00.10 45 Page 6

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