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General Decision Number: LA140007 01/10/2014 LA7
Superseded General Decision Number: LA20130007
State: Louisiana
Construction Type: Heavy
Counties: Jefferson, Orleans, Plaquemines, St Bernard, St Charles, St James, St John the Baptist and St Tammany Counties in Louisiana.
HEAVY CONSTRUCTION PROJECTS (Includes flood control, water & sewer lines, and water wells. Also includes elevated storage tanks in all listed parishes except Plaquemines and St. James.
Excludes industrial construction-chemical processing, power plants, and refineries.)
Modification Number Publication Date 0 01/03/2014 1 01/10/2014
CARP0729-001 07/01/2012
Rates Fringes
MILLWRIGHT.......................$ 25.80 9.50
CARP1846-006 07/01/2013
Rates Fringes
CARPENTER
(formbuilding/formsetting and Piledrivers).....................$ 22.96 7.75
* ELEC0130-005 12/01/2013
JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.
JAMES, AND ST. JOHN THE BAPTIST PARISHES
Rates Fringes
ELECTRICIAN (including low voltage wiring)..................$ 29.35 9.51
ELEC1077-002 09/01/2012
ST. TAMMANY PARISH
Rates Fringes
ELECTRICIAN (including low voltage wiring)..................$ 22.50 7.17
ENGI0406-018 07/01/2009
Rates Fringes
OPERATOR: Power Equipment Bulldozer...................$ 21.26 6.70 Mechanic....................$ 23.31 6.70
PLAS0567-003 07/01/2012
JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.
JOHN THE BAPTIST, and ST. TAMMANY PARISHES
Rates Fringes
Cement Mason/Concrete Finisher...$ 20.58 5.69
PLAS0812-003 06/01/2004
ST. JAMES PARISH
Rates Fringes
Cement Mason/Concrete Finisher...$ 21.85 0.00
PLUM0060-002 06/03/2013
JEFFERSON, ORLEANS, PLAQUEMINES, ST. BERNARD, ST. CHARLES, ST.
JAMES (Southeastern Portion), ST. JOHN THE BAPTIST, and ST.
TAMMANY PARISHES
Rates Fringes
Plumbers (excluding pipe laying)..........................$ 27.48 10.80
* PLUM0198-005 01/01/2014
ST. JAMES PARISH (Northwestern Portion)
Rates Fringes
PLUMBER (excluding pipe laying)..........................$ 25.54 10.73
SULA2004-007 05/13/2004
Rates Fringes
CARPENTER (all other work).......$ 13.75 2.60
Laborers:
Common/Landscape............$ 9.88 0.00 Fence.......................$ 11.24 0.00 Flagger.....................$ 8.58 0.00 Mason Tender................$ 7.25 0.00 Pipelayer...................$ 9.84 0.00
PIPEFITTER (excluding pipelaying)......................$ 17.52 4.51
Power equipment operators:
Backhoe/Excavator...........$ 14.42 0.00 Crane.......................$ 16.34 3.30 Dragline....................$ 16.50 0.00 Front End Loader............$ 13.89 0.00 Oiler.......................$ 10.03 0.00
Truck drivers:
Dump........................$ 11.01 0.00 Pickup......................$ 12.25 0.00
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
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 union or non-union.
Union Identifiers
An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows 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.
The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.
Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates.
0000/9999: weighted union wage rates will be published annually each January.
Non-Union Identifiers
Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.
Survey wage rates will remain in effect and will not change until a new survey is conducted.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
NOTICE TO CONTRACTOR
This solicitation contains two sets of goals for minority participation in construction crafts on this contract. They are the New Orleans Hometown Plan and the New Orleans Standard Metropolitan Statistical Area (SMSA).
Contractor will determine the goals applicable to him by the following:
Hometown Plan applies only to those contractors who are signatory to the Hometown Plan and utilizing crafts signatory to the plan.
New Orleans Standard Metropolitan Statistical Area (SMSA) applies to all contractors in the New Orleans SMSA area not signatory to the Hometown Plan, or utilizing crafts not signatory to the plan.
Federal Register/Vol. 45, No. 194/Friday, October 3, 1980
SOLICITATION PROVISION
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION
TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY
The Bidder’s attention is called to “EQUAL OPPORTUNITY” and “LOCAL AFFIRMATIVE ACTION PLAN” clauses of the contract.
The acceptable ranges of minority manpower utilization, expressed in percentage terms, are as follows:
Goals for Minority Goals for Female Timetables Participation for Participation in
Each Trade______ Each Trade_____
Indefinitely 20% - 23 % 6.9%
The Bidder shall, within 5 days after a request therefor by the Contracting Officer of his duly authorized representative, submit the following information.
(a) A list of the construction trades he intends to use, either directly or through subcontractors at any tier, in the performance of work covered by this solicitation;
(b) A list of the labor organizations with which he has collective bargaining agreements and which are signatories to the Hometown Plan with respect to trades for which specific commitments to goals of minority manpower utilization are set forth in the Hometown Plan;
(c) A list of the labor organizations with which he has collective bargaining agreements and which are not signatories to the Hometown Plan or which are signatories thereto but with respect to trades for which no specific commitments to goals of minority manpower utilization are set forth in the Hometown Plan, and
(d) A list of all current construction work or contracts to which he is a party in any capacity in the covered area.
As used in this NOTICE and the contract to result from this solicitation:
(a) “Hometown Plan” or “Plan” means the NEW ORLEANS Plan, consisting of “An Agreement for Implementation of Employment of Minorities in the New Orleans Building Construction Industry.”
(b) “The covered area” means Orleans, Jefferson, St. Bernard, St.
Tammany, St. Charles, St. John, Lafourche, Plaquemines, Washington, Terrebonne, Tangipahoa*, Livingston** and St.
James*** Parishes, Louisiana.
(c) “Director, OFCC” means the Director, Office of Federal Contract Compliance, United States Department of Labor, or any person to whom he delegates authority; and
(d) “Minority” means Negro, Spanish-surnamed American, Oriental, and American Indian, and includes both men and women.
* Area covered is east of the Illinois Central Railroad.
** Area covered is southeast of the line from a point of the Livingston &
Tangipahoa Parish line adjacent from New Orleans and Baton Rouge.
*** Area covered is southeast of a line drawn from the town of Gramercy to the point of intersection of St. James, Lafourche and Assumption Parishes.
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE
EQUAL EMPLOYMENT OPPORTUNITY (APRIL 1984)
(a) The offeror’s attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.
(b) The goals for minority and female participation, expressed in percentage terms for the Contractor’s aggregate workforce in each trade on all construction work in the covered area, are as follows:
Goals for Minority Participation Goals for Female Participation for Each Trade for Each Trade
SMSA Counties MS 19.2% 6.9% SMSA Counties LA 31.0% 6.9% Non-SMSA Counties 27.7% 6.9%
These goals are applicable to all the Contractor’s construction work performed in the covered area. If the Contractor performs construction work in the geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed.
Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Program office.
(c) The Contractor’s compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled “Affirmative Action Compliance Requirements for Construction,” and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects.
The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor’s goals shall be a violation of the contract. Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.
(d) The Contractor shall provide written notification to the Director, Office of Federal Contract Compliance Programs, within 10 working days following award of a construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notifications shall list the –
(1) Name, address, and telephone number of the subcontractor;
(i) Employer identification number of the subcontractor;
(2) Estimated dollar amount of the subcontract;
(3) Estimated starting and completion dates of the subcontract;
and
(4) Geographical area in which the subcontract is to be performed.
(e) As used in this Notice, and in any contract resulting from this solicitation, the “covered area” is (FAR 52.222-23) Economic Area 113, New Orleans, LA as follows:
Standard Metropolitan Statistical Area
(SMSA) Counties:
0920 Biloxi – Gulfport, MS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 19.2% MS Hancock; MS Harrison; MS Stone
5560 New Orleans, LA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31.0% LA Jefferson; LA Orleans; LA St. Bernard; LA St. Tammany
Non-Standard Metropolitan Statistical Area
(Non-SMSA) Counties - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 27.7% LA Assumption; LA Lafourche; LA Plaquemines; LA St. Charles;
LA St. James; LA St. John the Baptist; LA Tangipahoa;
LA Terrebonne; LA Washington; MS Forrest; MS Lamar; MS Marion;
MS Pearl River; MS Perry; MS Pike; MS Walthall
ED 13-042
OFC08-14-S-0006
US Army Corps of Engineers New Orleans District
Lake Pontchartrain and Vicinity Hurricane Protection
Remediation OFC-08:
17th Street Canal Stability Remediation B/L Sta. 553+38 to B/L Sta. 625+00
Jefferson Parish and Orleans Parish, LA
Construction Solicitation and Specifications
15 May 2014
DEPARTMENT OF THE ARMY
NEW ORLEANS DISTRICT, CORPS OF ENGINEERS
P.O. BOX 60267
NEW ORLEANS, LOUISIANA 70160-0267
Ed 13-042
REPLY TO
ATTENTION OF
15 May 2014
SOLICITATION: OFC08-14-S-0006
FOR: Lake Pontchartrain and Vicinity Hurricane Protection, Remediation OFC-08: 17th Street Canal Stability Remediation, B/L Sta. 553+38 to B/L Sta. 625+00, Jefferson Parish and Orleans Parish, LA
PROPOSALS DUE DATE: 30 May 2014, 2:00 p.m. local time (CST), USACE Room 184
I. NOTE THE AFFIRMATIVE ACTION PROGRAM REQUIREMENT OF THE EQUAL OPPORTUNITY
CLAUSE WHICH MAY APPLY TO THE CONTRACT RESULTING FROM THIS SOLICITATION.
II. NOTE THE CERTIFICATION OF NONSEGREGATED FACILITIES IN THIS SOLICITATION.
Bidders, offerors and applicants are cautioned to note the "Certification of Non-segregated Facilities" in the solicitation. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause.
III. Prospective contractors must register in the System for Award Management (SAM). See FAR Clause
52.204-7 for required information. The website for SAM is https://www.sam.gov. You will be required to provide your company’s Dun and Bradstreet (D&B) B-U-N-S number. If you do not already have a D&B B-U-N-S number, one can be requested at http://fedgov.dnb.com/webform.
BIDDERS MUST PROVIDE FULL, ACCURATE AND COMPLETE INFORMATION AS REQUIRED BY THIS
SOLICITATION AND ITS ATTACHMENTS. THE PENALTY FOR MAKING FALSE STATEMENTS IN BIDS
IS PRESCRIBED IN 18 U.S.C. 1001. (FAR 52.214-4 APR 1984)
DESCRIPTION AND MAGNITUDE OF WORK: The work consist of the placement of geotextile and graded stone; clearing; traffic control and coordination; and other work incidental thereto.
CAUTION TO BIDDERS: In delivery of hand-carried bids, bidders are cautioned to allow sufficient time for delays which may be encountered as a result of frequent trains which are subject to block all access roads to place of bid opening for various lengths of time. Such delays DO NOT permit acceptance or consideration of late bids.
NOTE: ALL WORK UNDER THESE SPECIFICATIONS SHALL BE PERFORMED IN ACCORDANCE WITH
THE PROVISIONS OF EM 385-1-1 "CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS
MANUAL", DATED SEPTEMBER 2008.
ATTENTION:
Contractors must complete, and submit with their bid, the provisions located in section 00600. A bidder may also submit, in lieu of the completed section 00600, a complete hard copy of their Online Representations and Certifications Applications (ORCA) registration with an expiration date on or after the date of award.
https://www.sam.gov/ http://fedgov.dnb.com/webform
PTC-i Ed 13-042
PROJECT TABLE OF CONTENTS
Division 00 – PROCUREMENT AND CONTRACTING
00010 Solicitation, Offer and Award
SF-1442
Bidding Schedule 00100 Instructions, To Bidders 00600 Representations and Certifications 00700 Contract Clauses
Division 01 - GENERAL REQUIREMENTS
01100 General Provisions 01 32 16.00 20 Construction Progress Documentation 01 33 00 Submittal Procedures 01 42 00 Sources for Reference Publications 01 45 02.00 10 Quality Control System (QCS) 01 45 04.00 10 Contractor Quality Control 01 55 26.00 12 Traffic Control and Coordination 01 57 20.00 12 Environmental Protection 01 57 23.00 12 Storm Water Pollution Prevention Plan 01 78 02.00 10 Closeout Submittals
Division 31 – EARTHWORK
31 05 19.02 12 Geotextile Separator 31 11 00.00 12 Clearing
Division 35 – WATERWAY AND MARINE CONSTRUCTION
35 31 19 Graded Stone
00010-3 Ed 13-042
SECTION 00010 – BIDDING SCHEDULE
Lake Pontchartrain and Vicinity Hurricane Protection, Remediation OFC-08: 17th Street Canal Stability Remediation, B/L Sta. 553+38 to B/L Sta. 625+00, Jefferson Parish and Orleans Parish, LA Item DESCRIPTION Estimated
Quantity Unit Unit Price Estimated Amount
0001 Mobilization and Demobilization 1 Job
0002 Removal of Equipment from Canal
0002AA First 2 Events 2 EA
0002AB All Over 2 Events 1 EA
0003 Traffic Control and Coordination 1 Job
0004 Geotextile Separator 57,000 SY
0005 Clearing 1 Job
0006 Graded Stone
0006AA First 30,000 Tons 30,000 TON
0006AB All Over 30,000 Tons 10,000 TON
TOTAL: $
Award will be made as a whole to one bidder.
NOTE 1: The unit of measure "Job", as used in this Bidding Schedule, is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.
NOTE 2: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS
BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS
BID SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD.
NOTE 3: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).
NOTE 4: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven
(7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.
NOTE 5: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;
http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp
00010-4 Ed 13-042
EVALUATION OF SUBDIVIDED ITEMS..
Item Nos. 0002 and 0006 is subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.
(End of Clause)
VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS..
The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0002 and 0006.
a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.
b. Where the actual quantity of work performed for Item Nos. 0002 and 0006 are less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity .
c. If the quantity of work performed under Item Nos. 0002 and 0006 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.
00700Inserts-a Ed 13-042
Section Table of Contents
SECTION 00700 – CONTRACT CLAUSE INSERTS
1. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK 1
2. LIQUIDATED DAMAGES 1
3. CONTRACT DRAWINGS AND SPECIFICATIONS 1
4. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE 3
5. PHYSICAL DATA 4
6. LAYOUT OF WORK 5
7. QUANTITY SURVEYS 5
8. PAYMENT FOR MOBILIZATION AND DEMOBILIZATION 5
9. PERFORMANCE OF WORK BY THE CONTRACTOR 6
10 SCHEDULES FOR CONSTRUCTION CONTRACTS 6
00700Inserts-1 Ed 13-042
SECTION 00700 – CONTRACT CLAUSE INSERTS
1. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK
(FAR 52.211-10 - APR 1984)
The Contractor shall be required to
(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,
(b) Prosecute the work diligently, and
(c) Complete the entire work ready for use not later than 210 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.
NOTE: The Contractor is advised that the time allowed for completion of the work (210 calendar days) reflects the Government's best estimate of the shortest reasonable performance period. The Contractor shall be obligated to make any and all arrangements necessary (multiple crews, overtime, concurrent operations, etc.) to complete the work within the available time period -- such arrangements shall not constitute grounds for an equitable adjustment.
2. LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12 – SEPT 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 $2880.00 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.
3. CONTRACT DRAWINGS AND SPECIFICATIONS (DFARS 252.236-7001 –
AUG 2000)
(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the
00700Inserts-2 Ed 13-042 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 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 index of drawings:
Title File Drawing No’s
Lake Pontchartrain and Vicinity, Hurricane Protection, Remediation OFC-08:
17th Street Canal Stability Remediation B/L Sta. 553+38 to B/L Sta. 625+00 Jefferson Parish and Orleans Parish, LA
H-8-47814
G-01 thru G-04 C-01 thru C-09 H-01 B-01 thru B-03 X-01 thru X-07 CS-1 thru CS-10
00700Inserts-3 Ed 13-042
NOTE: PLAN DRAWING SIGNATURES: The plan drawings accompanying this solicitation have been submitted and approved by the individuals shown in the title blocks on the plans. The actual signatures of the individuals shown on the plans are on file and are available for inspection at U.S. Army Engineer District, New Orleans, Corps of Engineers, Attn: CEMVN-ED, P.O. Box 60267, New Orleans, Louisiana 70160- 0267, and access thereto may be had upon request.
4. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (EFARS
52.231-5000 - MAR 95)
(a) This clause does not apply to terminations. See EFARS 52.249-5000, Basis For Settlement of Proposals, and FAR Part 49.
(b) Allowable cost for construction and marine plant and equipment in sound workable condition, owned or controlled and furnished by a Contractor or Subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and 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 or groups of similar serial or series equipment from the Contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region III. 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 retroactive pricing, the schedule in effect at the time the work was performed shall apply.
(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(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
00700Inserts-4 Ed 13-042 partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.
(End Of Clause)
NOTE1: Costs for repairs or overhauling are not allowed.
NOTE 2: A copy of the "EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE" for Region III can be obtained from the following website: http://publications.usace.army.mil/publications/eng-pamphlets/EP_1110- 1-8/EP_1110-1-8 Vol-03.pdf.
5. PHYSICAL DATA (FAR 52.236-4 - 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.
(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and borings. Field notes, graphic boring logs, field and laboratory test results, and other data on which this information is based are available at U.S. Army Engineer District, New Orleans, Corps of Engineers, Attn: CEMVN-ED, P.O. Box 60267, New Orleans, Louisiana 70160-0267, and access thereto may be had upon request.
(b) Weather Conditions. Data on weather conditions may be obtained from the National Weather Service.
(c) Transportation Facilities. Access Roads and Staging Areas. Access to the construction site on the Jefferson side will be from Old Hammond Highway Bridge and Orpheum Ave. Access on the on the Orleans side will be from Harrison Blvd. Speed limit within the construction site shall be limited to 15 mph.
The Contractor shall abide by all local, state, and federal ordinances and regulations for roads and highways traversed.
(d) The Contractor is responsible for keeping streets free of mud, tracking, spillage and/or other surface pollution from his equipment and operations.
Contractor shall take whatever means required (i.e., street cleaners, manual labor, water trucks with sprayers) as often as needed to maintain clean streets near the work site. All debris resulting from street cleaning operations shall be hauled off-site and disposed of properly.
(e) Estimates of quantities involved in certain items of work for which bids are being solicited on a lump sum or job basis have been made for the use of the Government. Copies of these quantity estimates may be viewed/obtained by contacting Thomas Murphy, Chief Cost Engineering and Specifications, same http://publications.usace.army.mil/publications/eng-pamphlets/EP_1110-1-8/EP_1110-1-8%20Vol-03.pdf http://publications.usace.army.mil/publications/eng-pamphlets/EP_1110-1-8/EP_1110-1-8%20Vol-03.pdf
00700Inserts-5 Ed 13-042 address as stated in subparagraph (a) above. It is expressly understood that the accuracy of these estimates is in no way warranted and that the furnishing of this information to a bidder will not relieve him of his responsibility to estimate the quantities involved.
6. LAYOUT OF WORK (FAR 52.236-17 - APR 1984)
The Contractor shall lay out its work from Government-established base lines and benchmarks 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.
7. QUANTITY SURVEYS (FAR 52.236-16 - APR 1984)
(a) Quantity surveys will be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.
(b) The Government shall conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.
(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.
8. PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DFARS 252.236-
7004 - DEC 1991)
(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.
00700Inserts-6 Ed 13-042
(1) Sixty percent (60%) of the lump sum price upon completion of the Contractor's mobilization at the work site.
(2) The remaining forty percent (40%) upon completion of demobilization.
(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a)(1) and (a)(2) of this clause do not bear a reasonable relation to the cost of the work in this contract.
(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of-
(i) Actual mobilization costs at completion of mobilization;
(ii) Actual demobilization costs at completion of demobilization; and
(iii) The remainder of this item in the final payment under this contract.
(2) The Contracting Officer's determination of the actual costs in paragraph (b)(1) of this clause is not subject to appeal.
9. PERFORMANCE OF WORK BY THE CONTRACTOR (FAR 52.236-1 - APR
1984)
The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty percent (20%) of the total amount of the 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.
10 SCHEDULES FOR CONSTRUCTION CONTRACTS (FAR 52.236-15 - APR
1984)
(a) The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold
00700Inserts-7 Ed 13-042 approval of progress payments until the Contractor submits the required schedule.
(b) The Contractor shall enter the actual progress on the chart as directed by the Contracting Officer, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
(c) Failure of the Contractor to comply with the requirements of the Contracting Officer under this clause shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.
End of Clause
NOTE: See Section 01 32 16.00 20 “CONSTRUCTION PROGRESS DOCUMENTATION” for additional construction schedule requirements.
01100-a Ed 13-042
Section Table of Contents
SECTION 01100 - GENERAL PROVISIONS
1. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER 1
2. DAMAGE TO WORK 2
3. SAFETY PROVISIONS 2
4. INSPECTOR'S FIELD OFFICE 8
5. PROJECT SIGN 9
6. RIGHTS-OF-WAY 10
7. CERTIFICATES OF COMPLIANCE 11
8. ENVIRONMENTAL LITIGATION 11
9. UTILITIES AND IMPROVEMENTS 12
10. PERMISSIBLE HOURS OF WORK 13
11. STONE SOURCES 13
12. FORMAT OF SURVEYS 15
13. PROJECT BENCHMARKS 16
14. COMMERCIAL WARRANTY 17
15. ACCESS PLAN 17
16. FIELD VERIFICATION OF UTILITY LOCATIONS 17
17. VIDEO AND PHOTOGRAPHIC DOCUMENTATION 17
18. MAINTENANCE DURING CONSTRUCTION 18
19. REPAIR AND RESTORATION AFTER CONSTRUCTION 18
20. COORDINATION WITH LOCAL INTERESTS 18
21. TRAFFIC CONTROL AND COORDINATION 19
01100-1 Ed 13-042
SECTION 01100 - GENERAL PROVISIONS
1. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause in Section 00700, entitled Default (Fixed Price Construction) (FAR 52.249-10). 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) for temperature, precipitation and wet ground conditions 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. Also considered in the chart below was wind, fog, high or low tides, etc.
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
(c) Upon receipt of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.
(d) The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), and shall be calculated chronologically from the first to the last day of each month, and shall be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in
01100-2 Ed 13-042 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 in Section 00700, entitled Default (Fixed Price Construction) (FAR 52.249-10).
2. DAMAGE TO WORK
The responsibility for damage to any part of the permanent work shall be as set forth in the Contract Clause in Section 00700, entitled Permits and Responsibilities (FAR 52.236-7). However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit price or per job prices as fixed and established in the contract.
If, in the opinion of the Contracting Officer, there is no contract unit or per job prices applicable to any part of such work, an equitable adjustment shall be made pursuant to the Contract Clause in Section 00700, entitled Changes (FAR 52.243-4). Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.
3. SAFETY PROVISIONS
The safety provisions as specified herein refer to the Sept 2008 edition of EM 385-1-
1. The current document can be found at EM 385-1-1 USACE Safety Manual.
(a) Accident Reporting and Recordkeeping. Refer to EM 385- 1-1, Section 01.D.
Reports shall be submitted on ENG Form 3394. Accidents shall be investigated and reports completed by the immediate supervisor of the employee(s) involved and reported to the Contracting Officer or his/her representative within one working day after the accident occurs. All data reported must be complete, timely and accurate. A follow-up report shall be submitted when the estimated lost time days differs from the actual lost time days.
(b) Accident Prevention Program (APP). (See the Contract Clause in Section 00700, entitled Accident Prevention (FAR 52.236-13).) Within 15 days after receipt of Notice of Award of the contract, and at least 7 days prior to the prework conference, four copies of the Accident Prevention Program shall be submitted to the Contracting Officer for review and acceptance. The program shall be prepared in the following format:
(1) Executed MVN Form 385-43 (Latest Edition), Accident Prevention Program Administrative Plan (available upon request), see Appendix A of
EM 385-1-1.
http://www.usace.army.mil/CESO/Documents/EM385-1-1FINAL.pdf
01100-3 Ed 13-042
(2) Executed MVN 385-43/1 (Latest Edition), Accident Prevention Plan Checklist and MVN Form 385-43/2 (Latest Edition), Activity Hazard Analysis (available upon request), see Figure 1-1 of EM 385-1-1.
(3) A copy of company policy statement regarding accident prevention.
(4) When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be included on MVN Form 385-10 (Latest Edition), Fuel Oil Transfer, (available upon request). (Refer to 33 CFR 156).
The Contractor shall have on the construction site during working hours a trained Site Safety and Health Officer (SSHO) in accordance with paragraph 01.A.17 of EM 385-1-1. The Contractor shall not commence physical work at the site until the Contracting Officer, or his/her authorized representative has accepted the program. The Contractor may submit its Activity Hazard Accident Prevention Program only for the first phase of construction provided that it is accompanied by an outline of the remaining phases of construction. All remaining phases shall be submitted and accepted prior to the beginning of work in each phase. Also refer to Section 1 of EM 385-1-1.
(c) Comprehensive Hazard Communication Program. The Contractor shall develop, implement, and maintain at the workplace a written, Comprehensive Hazard Communication Program (see Section 06.B.01 of EM 385-1-1) that includes identification of potential hazards as prescribed in 29 CFR Part
1910.1200 and/or 1926.59, effects of exposure and control measures to be used for chemical products and physical agents that may be encountered during the performance of work on this contract, provisions for container labeling, Material Safety Data Sheets, and employee training program, and other criteria in accordance with 29 CFR Part 1910.1200 and/or 1926.59. Training shall include communication methods and systems to be used (i.e., voice, hand signals, radios or other means), and training in the use and understanding of material safety data sheets and chemical product hazard warning labels. Prior to bringing hazardous substances, as defined in 29 CFR 1910.1200 and/or 1926.59, onto the job site, a copy of the Hazard Communication Program and the Material Safety Data Sheets of each substance shall be submitted to the Contracting Officer and made available to the Contractor's employees as part of its Accident Prevention Program. A site map shall be attached to the inventory showing where the inventoried hazardous substances are stored. The inventory list and site map shall be updated monthly to assure accuracy.
(d) Daily Inspections. The Contractor shall perform daily safety inspections and record them on the forms approved by the Contracting Officer. Reports of daily inspections shall be maintained at the jobsite in accordance with Section 01 45
04.00 10, "CONTRACTOR QUALITY CONTROL". The reports shall be records
01100-4 Ed 13-042 of the daily inspections and resulting actions. Each report shall include, as a minimum, the following:
(1) Phase(s) of construction underway during the inspection.
(2) Locations of areas where inspections were made.
(3) Results of inspections, including nature of deficiencies observed and corrective actions taken, or to be taken, date, and signature of the person responsible for its contents.
(e) Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site where indicated by the Contracting Officer. The sign shall conform to the requirements of this paragraph and the drawing included at the end of this section. The lettering shall be black, the safety circle and cross green, and the background white. When placed on a floating plant, the sign may be half size.
The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current. The sign coordinator is Mary Pizzuto @ 504.862.2000.
(f) Ground Fault Protection. Electrical equipment used on this contract shall be equipped with ground fault circuit interrupters in accordance with EM 385-1-1, Section 11.D.05(a).
(g) Haul Roads. Whenever practical, one-way haul roads shall be used on this contract. Haul roads built and maintained for this work shall comply with the following:
(1) One-way haul roads for off-the-road equipment; e.g., belly dumps, scrapers, and off-the-road trucks shall have a minimum usable width of 25-feet. One-way haul roads for over-the- road haulage equipment only (e.g., dump trucks, etc.) may be reduced to a usable width of 15-feet.
When the Contracting Officer determines that it is impractical to obtain the required width for one-way haul roads (e.g., a road on top of a levee), a usable width of not less than 10-feet may be approved by the Contracting Officer, provided a positive means of traffic control is implemented. Such positive means shall be signs, signals, and/or signalmen and an effective means of speed control.
(2) Two-way haul roads for off-the-road haulage equipment shall have a usable width of 60-feet. Two-way haul roads for over-the-road haulage equipment only may be reduced to a usable width of 30-feet.
(3) Haul roads shall be graded and otherwise maintained to keep the surface free from potholes, ruts, and similar conditions that could result in unsafe operation.
01100-5 Ed 13-042
(4) Grades and curves shall allow a minimum sight distance of 200-feet for one-way roads and 300-feet for two-way roads. Sight distance is defined as the centerline distance an equipment operator (4.5-feet above the road surface) can see an object 4.5-feet above the road surface.
When conditions make it impractical to obtain the required sight distance (e.g., ramps over levees), a positive means of traffic control shall be implemented.
(5) Dust abatement shall permit observation of objects on the roadway at a minimum distance of 300-feet.
(6) Haul roads shall have the edges of the usable portion marked with posts at intervals of 50-feet on curves and 200-feet maximum elsewhere.
Such markers shall extend 6-feet above the road surface and, for nighttime haulage, be provided with reflectors in both directions.
(h) Safety Fence. The contractor shall provide, erect, and maintain a temporary safety fence around the limits of work. The fabric shall be zinc coated hog wire mesh at least 48 inches high. Posts may be steel-T or round wood. Either type of post shall be 6 ½ feet long. Wood posts shall be 3 ½ inches in diameter and may be untreated.
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