21B0042 Amendment 0002.pdf
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- Solicitation number
- W912P821B0042
About this file
This solicitation is for a flood control project on the Comite River Diversion Channel Reach 2A in Louisiana. The work consists of excavating a segment of the diversion channel, stockpiling excavated materials, placing bedding material and riprap in the channel, clearing and grubbing, relocating utilities, constructing access roads and drainage features, installing culverts, performing dewatering activities, and providing traffic control. The project has an estimated completion time of 578 calendar days from notice to proceed. The solicitation is set aside 100% for small businesses. Questions are due by July 16, 2021 and the agency is the US Army Corps of Engineers, New Orleans District.
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TBD ED 20-004
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
The subject Solicitation for Flood Control, Amite River and Tributaries Comite River Basin, Comite River Diversion Project, Channel Segment 2A, East Baton Rouge, Louisiana is hereby amended as show n on the attached pages.
The date and time for the submission of bids, as w ell as the virtual bid opening remains unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 8
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 05-Aug-2021
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 W912P821B0042
X 9B. DATED (SEE ITEM 11)
02-Jul-2021
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
05-Aug-2021
CODE
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT, ROOM 172
7400 LEAKE AVE.
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P821B0042
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
AMENDMENT 0002
ATTENTION BIDDERS PAGE
Insert this page prior to Section 00010 of the solicitation.
BIDDER QUESTIONS INFO SHEET
Insert this page following the ‘Attention Bidders’ page.
PROJECT TABLE OF CONTENTS
Insert the table on contents following the ‘Bidder Questions Info Sheet.’
SOLICITATION, OFFER AND AWARD (SF-1442)
SF1442, page 1, section 10: Remove ‘Magnitude of Construction’ verbiage in its entirety, and replace with the following: “Magnitude of Construction: Between $25,000,000.00 and $100,000,000.00”
VIRTUAL BID OPENING CALL-IN
INFORMATION
Video Conference Website: https://usace1.webex.com/meet/christopher.nuccio Join by phone:
1-844-800-2712 US Toll Free 1-669-234-1177 US Toll
Access code: 199 853 3052
BIDDER QUESTIONS AND GOVERNMENT
RESPONSES
Q1. Please provide quantities for Lump Sum (Job) items in the contract.
A1. 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. 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/her of his/her responsibility to estimate the quantities involved.
Clearing and Grubbing – 44 acres.
Clearing – 104 acres.
Safety fense – 14,775 lf.
Access Road and Staging – 94,375 SY in total.
48’ CMP Pipe = 240 LF.
All other “JOB” quantities are contractor design/build such as mob/demob, video, traffic control, wash rack… that we don’t give quantities for.
Q2. Specification 31 00 00 – Testing – page 8 – paragraph 2 states that control compaction curves need to be performed at every 1000’ of fill placed. Does the 1000’ of fill placed pertain to a completed section of fill to grade or for every lift of fill placed?
A2. Testing should be done per 1000’ for every lift placed.
Q3. Specification section 35 20 18 – Is there a flap gate manufacturer that the engineer prefers?
A3. No.
Q4. Drawing C-10 Notes for the South and North stockpiles state that the adjacent contractor is stockpiling from STA 283+39 to STA 291+00 on the North and STA 272+00 to STA 291+00 on the South end of the project. Are they going to be completed prior to Comite River Reach 2 start?
A4. No, the adjacent projects have not been advertised.
Q5. Drawing C-13 shows cross section 290+00 in the very bottom. No stockpiles either north or south are shown. The detail on drawing C-10 STA 283+39 to STA 291+00 shows stockpiles on both North and South ends of the canal.
A5. The required compacted fill portion of the stockpile embankment is shown. The maximum allowable stockpile embankment is not shown as this portion is to be determined and completed by Highway 964 Contractor.
Q6. Drawing G-03; General Note #8 indicates that the “Channel Reach 2A Contractor may be restricted to one access road during phases of the HWY 964 Project. Contractor shall coordinate with the adjacent contractor to reduce impacts and delays.” Has a contractor been selected for the 964 Highway work? If so, is there a proposed schedule from said contractor that bidders would be able to review, to determine timing of project access impacts? Is there a point of contact of HWY Contractor to discuss construction coordination? Is there any determination as to what access road would be impacted? North access road or South access road?
A6. No. Advertisement for the Highway 964 contract has been delayed. This is a La DOTD project.
Q7. Drawing C-01 illustrates that there are two Stock Pile areas that are to be constructed by the HWY 964 Contractor. Is the Comite River Phase 2A Contractor to install the access roads (north and south) prior to the HWY 964 Contractor constructing these Stockpile Areas? Will the HWY 964 Contractor be required to complete the tree clearing located within these Stockpile Areas?
A7. The Comite Channel Reach 2A Contractor shall clear trees within the limits of the access roads. Coordination between the Contractors shall be required.
Q8. For the site access roads, will the HWY 964 Contractor be utilizing the access roads throughout the Comite River Phase 2A project? If so, will the HWY 964 Contractor be managing any dirt or mud tracked onto the highway from their operations. Will there be a requirement for separate wash stations for each contractor?
A8 . It is likely that the Contractors will be sharing the access roads at some point. All contracts should have the same language requiring truck wash-down racks and street cleaning.
Q9. Specification page 3 of 71 to page 13 of 71 – Does the completed solicitation contract form for items on these pages need to be included with the bid package?
A9. The format of those pages have been revised.
Q10. Block 14 of Amendment 001 states that the bid date did not change, however, the Q/A states that is has been changed to Aug 30. Will the USACOE issue a modification to Amendment 001 stating the Aug 30 bid opening date?
A10. The bid opening date is 30 August 2021 at 11:00am local time.
DEPARTMENT OF THE ARMY
NEW ORLEANS DISTRICT, CORPS OF ENGINEERS
7400 LEAKE AVENUE
NEW ORLEANS, LOUISIANA 70118-3651
REPLY TO
ATTENTION OF
Contracting Division Projects West Branch
ATTENTION BIDDERS
In preparing your bid -----
1. Have you signed the bid? Are all blank spaces filled in?
2. If signing on behalf of your company and not an offer thereof, have you attached evidence of your authority to sign the bid?
3. Have you acknowledged receipt of all amendments?
4. Have you checked your bid for possible errors? Arithmetically?
5. Have you furnished all information required by the invitation for bids or the specifications?
6. Are you submitting your bid on time?
7. If required by the solicitation, have you submitted a bid bond? Is it signed? Is it in the proper amount?
8. NOTE TO BIDDERS: Due to the response for COVID-19, most federal employees have been mandated to telework, and currently only authorized personnel are allowed access to the District buildings throughout USACE.
As a result, we have implemented the below procedures for all current and future bid openings, until such restrictions have been lifted and normal access has resumed at the MVN HQ Building.
9. Electronic Submission of Bids:
MVN will utilize the DoD Safe website for receipt of electronic bids under IFB Solicitations. In order to submit an electronic bid please follow these steps:
a. Send an email containing your name and email address to the Contracting Officer and Contract Specialist associated with the IFB:
Contracting Officer – Mr. Christopher Nuccio, email: christopher.nuccio@usace.army.mil Contract Specialist – Ms. Dorothy Pitre, email: dorothy.j.pitre@usace.army.mil
b. The Contracting Officer or Contract Specialist will go to the DoD Safe site, input your name and email address, and then will request the file from you. You will then receive an automated email from the site with a unique link in the email.
c. Once the email with the link is received, please click on the link in the email, which will take you to the DoD Safe site.
d. This will be a unique webpage where you can upload your file. The default page will load with the box checked off next to, “Send me an email when each recipient picks up the files”. Please leave this box checked in order to receive a notification when the file is received from the Contracting Officer or Contract Specialist. Please leave unchecked, “Encrypt every file”. The site itself contains a high level of security in which additional encryption is not required.
e. When you are ready to upload your bid file (please use pdf format for bid submission), you can either click the blue button which says, “Click to Add Files or Drag Them Here” to locate the file on your computer, or simply drag the file onto the screen.
mailto:charles.r.zammit@usace.army.mil%20Contract mailto:charles.r.zammit@usace.army.mil%20Contract mailto:shermeka.l.showers@usace.army.mil
f. In the Description box that appears after uploading your file, please type your Company Name.
g. Click the button that appears at the bottom of the page, “Drop-off Files”. A banner will pop-up asking for confirmation that your upload does not contain Classified Information. Click ok on the banner.
h. You will be taken to a confirmation page that should say, “Drop-Off Completed” at the top. This is your confirmation that your file was successfully uploaded to the site.
i. The Contracting Officer and Contract Specialist will receive an automated email stating that the file has been submitted. They will then send an email back to the company, confirming that they received the notice from the DoD Safe site.
j. The bid opening date is scheduled for Thursday, September 2, 2021, at 11:00AM local time. On the bid opening date, the Contract Specialist will begin downloading bids approximately 30 minutes prior to the scheduled bid opening, which is the bid receipt cutoff time. All bids received after the bid opening date/ time will be considered late.
k. Following the conclusion of the bid opening, the Bid Abstract will be uploaded to SAM website under this solicitation, within 24-48 hours.
l. Bid Bonds (Offer Guarantee) should be submitted electronically with the Bid Package as per the scheduled Bid Opening on the Amendment.
m. Bidders are to ensure that the Original Certified Payment & Performance Bonds are electronically provided in accordance with Block 12b of the SF1442 and subsequently mail the originals to the address provided in Block 7 of the SF 1442.
SOLICITATION NUMBER: W912P821B0062
ALL QUESTIONS MUST CONTAIN THE SOLICITATION NUMBER IN
THE SUBJECT LINE.
IN ACCORDANCE WITH FEDERAL ACQUISITION REGULATIONS; ALL
QUESTIONS MUST BE SUBMITTED IN WRITING. ANY QUESTIONS
RECEIVED IN ANY OTHER FORMAT WILL NOT WARRANT A
RESPONSE.
QUESTIONS MUST BE SENT VIA EMAIL AND RECEIVED BY 2:00P.M.
local time, August 16, 2021. THE GOVERNMENT IS UNDER NO
OBLIGATION TO PROVIDE A RESPONSE TO LATE QUESTIONS.
ALL INQUIRIES REGARDING THIS SOLICITATION
SHOULD BE MADE TO THE FOLLOWING:
DOROTHY PITRE, CONTRACT SPECIALIST,
U.S. ARMY CORPS OF ENGINEERS, NEW ORLEANS DISTRICT
E-MAIL:
DOROTHY.J.PITRE@USACE.ARMY.MIL
PHONE: (504) 862-2466
COLLECT CALLS NOT ACCEPTED
PTC-1 ED 20-004
PROJECT TABLE OF CONTENTS
Division 00 – PROCUREMENT AND CONTRACT REQUIREMENTS
Solicitation, Offer and Award (SF-1442) 00010 Bidding Schedule 00100 Instructions to Bidders 00600 Representations and Certifications 00700 Contract Clauses
Division 01 - GENERAL REQUIREMENTS
01100 General Provisions 01 33 00 Submittal Procedures 01 42 00 Sources for Reference Publications 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) 01 45 04.00 10 Contractor Quality Control 01 50 00 Traffic Control and Coordination 01 57 20.00 12 Environmental Protection 01 57 23.00 12 Storm Water Pollution Prevention Plan 01 57 23.01 12 Truck Wash-Down Racks 01 78 02.00 10 Closeout Submittals
Division 31 – EARTHWORK
31 00 00 Earthwork 31 05 19.04 12 Separator Geotextile 31 11 00.00 12 Clearing and Grubbing 31 23 20.00 12 Unwatering 31 37 00.01 12 Grouted Riprap
Division 32 – EXTERIOR IMPROVEMENTS
32 15 00.01 12 Surfacing 32 92 19.04 12 Turf Establishment and Maintenance
Division 33 – UTILITIES
33 40 00 Storm Drainage Utilities 33 40 01.00 12 Corrugated Metal Pipe
Division 35 – WATERWAY AND MARINE CONSTRUCTION
35 20 18 Flap Gate and Appurtenances 35 31 19.04 12 Riprap and Bedding Construction
| Revised Solicitation W912P821B0042.pdf |
| Solicitation Pages.pdf |
| MILLWRIGHT.......................$ 31.15 |
| CARPENTER |
| ELEC0130-005 11/30/2020 |
| ST. TAMMANY PARISH |
| PLAS0567-003 08/01/2018 |
| ST. JAMES PARISH |
| PLUM0060-002 06/07/2021 |
| SULA2004-007 05/13/2004 |
| WAGE DETERMINATION APPEALS PROCESS |
| Advertisement Specs for MRL_Upper Fifth Levee Enlargement_Ed 18-021.pdf |
| !2ndSheet |
| Fifth Louisiana Levee District |
| !4thSheet |
| !5thSheet |
| !00010 |
| !00700 (2) |
| SECTION 00700 – CONTRACT CLAUSE INSERTS |
| 1. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK |
| (FAR 52.211-10 - APR 1984) |
| 2. LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12 – SEPT 2000) |
| 3. CONTRACT DRAWINGS AND SPECIFICATIONS (DFARS 252.236-7001 – AUG 2000) |
| 4. PHYSICAL DATA (FAR 52.236-4 - APR 1984) |
| 5. LAYOUT OF WORK (FAR 52.236-17 - APR 1984) |
| 6. QUANTITY SURVEYS (FAR 52.236-16 - APR 1984) |
| 7. PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DFARS 252.236-7004 - DEC 1991) |
| 8. PERFORMANCE OF WORK BY THE CONTRACTOR (FAR 52.236-1 - APR 1984) |
| 9. SCHEDULES FOR CONSTRUCTION CONTRACTS (FAR 52.236-15 - APR 1984) |
| !a01100 |
| Section Table of Contents |
| SECTION 01100 - GENERAL PROVISIONS |
| 1. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER |
| MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS |
| 2. DAMAGE TO WORK |
| 3. SAFETY PROVISIONS |
| 4. INSPECTOR'S FIELD OFFICE |
| 5. PROJECT SIGN |
| 6. RIGHTS-OF-WAY |
| 7. CERTIFICATES OF COMPLIANCE |
| 8. ENVIRONMENTAL LITIGATION |
| 9. UTILITIES AND IMPROVEMENTS |
| 10. PERMISSIBLE HOURS OF WORK |
| 11. STONE SOURCES |
| 12. CLAY SOURCES |
| 13. FORMAT OF SURVEYS |
| 14. PROJECT BENCHMARKS |
| 15. BASELINE RE-ESTABLISHMENT |
| 16. HIGH RIVER WORK RESTRICTIONS |
| 17. COMMERCIAL WARRANTY |
| 18. ACCESS PLAN |
| 19. FIELD VERIFICATION OF UTILITY LOCATIONS |
| 21. COORDINATION WITH LOCAL INTERESTS |
| 22. SECURITY REQUIREMENTS |
| 20. SECURITY |
| 23. JOINT RISK MANAGEMENT |
| 24. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE |
| !d01100_Stone Sources Jun 2020 |
| April 2020 |
| !aa01100 Sample EM Format File |
| !a01100_385-10R Fuel Oil Transfer |
| FUEL OIL TRANSFER -- FLOATING PLANT |
| !c01100_AHA |
| !e01100Installation of Signs Complete |
| !f01100ProjectSign_2020a |
| !g01100Safety Sign |
| 01 32 17.00 20 |
| 01 32 17.00 20 - NETWORK ANALYSIS SCHEDULES NAS |
| 01 32 17.00 20 - NETWORK ANALYSIS SCHEDULES NAS |
| PART 1 GENERAL |
| 1.1 1.1 MEASUREMENT AND PAYMENT |
| 1.2 DESCRIPTION |
| 1.3 SUBMITTALS |
| 1.4 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK |
| 1.5 SOFTWARE |
| 1.6 QUALIFICATIONS |
| 1.7 NETWORK SYSTEM FORMAT |
| 1.7.1 Diagrams |
| 1.7.2 Schedule Activity Properties and Level of Detail |
| 1.7.2.1 Activity Categories |
| 1.7.2.2 Contract Milestones and Constraints |
| 1.7.2.3 Activity Code |
| 1.7.2.4 Anticipated Weather Delays |
| 1.7.2.5 Cost Loading |
| 1.7.3 Schedule Software Settings and Restrictions |
| 1.7.4 Required Tabular Reports |
| 1.8 SUBMISSION AND ACCEPTANCE |
| 1.8.1 Monthly Network Analysis Updates |
| 1.8.2 As-Built Schedule |
| 1.9 CONTRACT MODIFICATION |
| 1.10 PROJECT FLOAT |
| 1.11 THREE-WEEK LOOK AHEAD SCHEDULE |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01 33 00 |
| 01 33 00 - SUBMITTAL PROCEDURES |
| 01 33 00 - SUBMITTAL PROCEDURES |
| PART 1 GENERAL |
| 1.1 MEASUREMENT AND PAYMENT |
| 1.2 DEFINITIONS |
| 1.2.1 Submittal Descriptions SD |
| 1.2.2 Approving Authority |
| 1.2.3 Work |
| 1.3 SUBMITTALS |
| 1.4 SUBMITTAL CLASSIFICATION |
| 1.4.1 Government Approved |
| 1.4.2 Information Only |
| 1.5 APPROVED SUBMITTALS |
| 1.6 DISAPPROVED SUBMITTALS |
| 1.7 GENERAL |
| 1.8 SUBMITTAL REGISTER |
| 1.9 SCHEDULING |
| 1.10 TRANSMITTAL FORM ENG FORM 4025 |
| 1.11 SUBMITTAL PROCEDURES |
| 1.11.1 Procedures |
| 1.11.2 Deviations |
| 1.12 CONTROL OF SUBMITTALS |
| 1.13 GOVERNMENT APPROVED SUBMITTALS |
| 1.14 INFORMATION ONLY SUBMITTALS |
| 1.15 STAMPS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01 33 00_aREGISTER |
| 01 33 00_Form 4025-R |
| 01 42 00 |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 ORDERING INFORMATION |
| 01 45 00.15 10 |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE RMS CM |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE RMS CM |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 MEASUREMENT AND PAYMENT |
| 1.3 CONTRACT ADMINISTRATION |
| 1.3.1 Correspondence and Electronic Communications |
| 1.3.2 Other Factors |
| 1.4 RMS SOFTWARE |
| 1.5 SYSTEM REQUIREMENTS |
| 1.6 CONTRACT DATABASE - GOVERNMENT |
| 1.7 CONTRACT DATABASE - CONTRACTOR |
| 1.7.1 Administration |
| 1.7.1.1 Contractor Information |
| 1.7.1.2 Subcontractor Information |
| 1.7.1.3 Correspondence |
| 1.7.1.4 Equipment |
| 1.7.1.5 Reports |
| 1.7.1.6 Request For Information RFI |
| 1.7.2 Finances |
| 1.7.2.1 Pay Activity Data |
| 1.7.2.2 Payment Requests |
| 1.7.3 Quality Control QC |
| 1.7.3.1 Quality Control QC Reports |
| 1.7.3.2 Deficiency Tracking |
| 1.7.3.3 Three-Phase Control Meetings |
| 1.7.3.4 Labor and Equipment Hours |
| 1.7.3.5 Accident/Safety Reporting |
| 1.7.3.6 Definable Features of Work |
| 1.7.3.7 Activity Hazard Analysis |
| 1.7.4 Submittal Management |
| 1.7.5 Schedule |
| 1.7.6 Closeout |
| 1.8 IMPLEMENTATION |
| 1.9 NOTIFICATION OF NONCOMPLIANCE |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01 45 04.00 10 |
| 01 45 04.00 10 - CONTRACTOR QUALITY CONTROL |
| 01 45 04.00 10 - CONTRACTOR QUALITY CONTROL |
| PART 1 GENERAL |
| 1.1 MEASUREMENT AND PAYMENT |
| 1.2 SUBMITTALS |
| 1.3 ELECTRONIC TEST REPORT DATA |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 CONTRACTOR QUALITY CONTROL CQC PLAN |
| 3.2.1 Content of the CQC Plan |
| 3.2.2 Acceptance of Plan |
| 3.2.3 Notification of Changes |
| 3.3 COORDINATION MEETING |
| 3.4 QUALITY CONTROL ORGANIZATION |
| 3.4.1 Personnel Requirements |
| 3.4.2 CQC System Manager |
| 3.4.3 CQC Personnel |
| 3.4.4 Additional Requirement |
| 3.4.5 Organizational Changes |
| 3.5 SUBMITTALS AND DELIVERABLES |
| 3.6 CONTROL |
| 3.6.1 Preparatory Phase |
| 3.6.2 Initial Phase |
| 3.6.3 Follow-up Phase |
| 3.6.4 Additional Preparatory and Initial Phases |
| 3.7 TESTS |
| 3.7.1 Testing Procedure |
| 3.7.2 Testing Laboratories |
| 3.7.2.1 Capability Check |
| 3.7.2.2 Capability Recheck |
3.7.3 Furnishing or Transportation of Samples for Testing
| 3.8 COMPLETION INSPECTION |
| 3.8.1 Punch-Out Inspection |
| 3.8.2 Pre-Final Inspection |
| 3.8.3 Final Acceptance Inspection |
| 3.9 DOCUMENTATION |
| 3.10 SAMPLE FORMS |
| 3.11 NOTIFICATION OF NONCOMPLIANCE |
| 01 45 04_Constuction Control Manual 14Mar2016 |
| Chapter 1 Introduction |
| 1. General: |
| 2. Definitions: |
| 3. Responsibility, Compilation, and Submittal of Test Results: |
| Chapter 2 Soils |
| 1. Scope: |
| 2. Samples: |
| 3. Testing Personnel: |
| 4. Typical Test Requirements: |
| 5. Sampling and Testing of Compacted Fill: |
| 6. Sampling and Testing of Un-Compacted Berm Material: |
| 7. Compilation of Test Data for Submittal: |
| 8. Soil Electronic Conductivity (EC) and Total Soluble Salt Analysis: |
| 9. Field and Laboratory Determination of Non-Soil Volume for Levee Fill: |
| 10. Additional Testing: |
| Chapter 3 Concrete |
| 1. Scope: |
| 2. Samples: |
| 3. Testing Personnel: |
| 4. Typical Test Requirements: |
| 5. Compilation of Test Data for Submittal: |
| Chapter 4 Welding Inspection |
| 1. Scope: |
| 2. Definitions: |
| 3. Testing Personnel: |
| 4. Visual Inspection Requirements: |
| 5. Nondestructive Testing Requirements: |
| 6. Acceptance Criteria: |
| 7. Frequency of Testing: |
| 8. Compilation of Test Data for Submittal: |
| Appendix A – Test Form Management |
| 1. Report Numbering: |
| 2. Naming the Test Form Files: |
| 3. Submitting Test Forms: |
| 4. How to Access USACE QACC SharePoint Site |
| 5. Uploading test forms. |
| 6. Revisions and Special Naming Considerations: |
| Appendix B - Material Testing Laboratory Requirements |
| 1. Purpose: |
| 2. Applicability: |
| 3. References: |
| 4. Responsibilities: |
| 5. Procedures: |
| 6. Records: |
| Appendix C - Filling Out Test Form Templates |
| 1. Test Form Templates: |
| 2. MVNQ Terms Document: |
| 01 45 04_CQC Attachments |
| 01 55 26.00 12 |
| 01 55 26.00 12 - TRAFFIC CONTROL AND COORDINATION |
| 01 55 26.00 12 - TRAFFIC CONTROL AND COORDINATION |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT AND PAYMENT |
| 1.4 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 SIGNS AND BARRICADES |
| PART 3 EXECUTION |
| 3.1 GENERAL |
| 3.2 TRAFFIC CONTROL DEVICE PLAN |
| 3.3 TRAFFIC CONTROL |
| 3.3.1 Coordination |
| 3.3.2 Traffic Engineer |
| 3.4 PUBLIC CONVENIENCE AND SAFETY |
| 3.5 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS |
| 3.5.1 General |
| 3.5.2 Warning Signs, Painting, Illumination |
3.6 EMERGENCY CONTRACTOR DESIGNATION
| 01 57 20.00 12 |
| 01 57 20.00 12 - ENVIRONMENTAL PROTECTION |
| 01 57 20.00 12 - ENVIRONMENTAL PROTECTION |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 APPLICABLE REGULATIONS |
| 1.3 REFERENCES |
| 1.4 MEASUREMENT AND PAYMENT |
| 1.4.1 Environment Protection |
| 1.4.2 Non-Regulated Waste |
| 1.4.3 Hazardous/Regulated Waste |
| 1.5 SUBMITTALS |
| 1.6 QUALITY CONTROL |
| 1.6.1 General |
| 1.6.2 Reporting |
| 1.7 NOTIFICATION |
| 1.8 SUBCONTRACTORS |
| 1.9 IMPLEMENTATION |
| 1.9.1 Environmental Assessment of Contract Deviations |
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION |
| 3.1 PROTECTION OF LAND RESOURCES |
| 3.1.1 General |
| 3.1.2 Prevention of Landscape Defacement |
| 3.1.3 Temporary Excavation and Embankments |
| 3.1.4 Post-Construction Cleanup or Obliteration |
| 3.1.5 Discovery of Previously Unknown Archaeological Remains and Artifacts |
| 3.2 PROTECTION OF WATER RESOURCES |
| 3.2.1 Contamination of Water |
| 3.2.2 Disposal of Materials |
| 3.2.3 Erosion Control |
| 3.3 PROTECTION OF FISH AND WILDLIFE |
| 3.4 JANITOR SERVICES |
| 3.5 DISPOSAL OF NON-REGULATED DEBRIS |
| 3.6 DISPOSAL OF HAZARDOUS AND/OR REGULATED SOLID WASTES |
| 3.6.1 Hazardous Wastes |
| 3.6.2 Regulated Solid Wastes |
| 3.6.3 Laboratory Accreditation |
| 3.7 MAINTENANCE OF POLLUTION CONTROL FACILITIES |
| 3.8 REPORTING OF POLLUTION SPILLS |
| 01 57 23.00 12 |
| 01 57 23.00 12 - STORM WATER POLLUTION PREVENTION PLAN |
| 01 57 23.00 12 - STORM WATER POLLUTION PREVENTION PLAN |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT AND PAYMENT |
| 1.3.1 SWPPP |
| 1.3.2 Silt Fence |
| 1.3.3 Straw Bales |
| 1.3.4 Truck Wash Down Racks |
| 1.4 DEFINITIONS |
| 1.5 GENERAL |
| 1.5.1 Environmental Assessment of Contract Deviations |
| 1.5.2 Notice Of Intent |
| 1.6 SUBMITTALS |
| 1.7 RECORD RETENTION REQUIREMENTS |
| 1.7.1 Documents |
| 1.7.2 Plan Accessibility |
| 1.7.3 Activity Records |
| 1.7.4 LDEQ Correspondence |
| 1.8 MAINTENANCE AND SURVEILLANCE FEES |
| 1.9 EROSION AND SEDIMENT CONTROLS |
| 1.9.1 Stabilization Controls |
| 1.9.1.1 Unsuitable Conditions |
| 1.9.1.2 No Activity for Less Than 21 Days |
| 1.9.2 Structural Controls |
| 1.9.2.1 Silt Fence Barrier |
| 1.9.2.2 Straw Bale Barrier |
| 1.9.2.3 Truck Wash Down Racks |
| PART 2 PRODUCTS |
| 2.1 COMPONENTS FOR SILT FENCE BARRIER |
| 2.1.1 Silt Fence Geotextile |
| 2.1.2 Wooden Posts and Steel T-Posts |
| 2.1.3 Identification Storage and Handling |
2.2 COMPONENTS FOR STRAW BALE BARRIER
| PART 3 EXECUTION |
| 3.1 INSTALLATION OF SILT FENCE BARRIER |
| 3.2 INSTALLATION OF STRAW BALE BARRIER |
| 3.3 INSTALLATION OF TRUCK WASH DOWN RACKS |
| 3.4 MAINTENANCE |
| 3.4.1 Silt Fence Barrier Maintenance |
| 3.4.2 Straw Bale Barrier Maintenance |
| 3.5 INSPECTIONS |
| 3.5.1 General |
| 3.5.2 Inspections Details |
| 3.5.3 Inspection Reports |
| 3.6 NOTICE OF TERMINATION |
| 3.7 ADDITIONAL INFORMATION |
| 01 57 23.00 12_LAR100000_2020 |
| M-0721-25B@LA.GOV_20190724_131857 |
| Final LAR100000 2019 |
| E. Penalties for Violation of Permit Conditions |
| 24. Storm water Runoff—aqueous surface runoff including any soluble or suspended material mobilized by naturally occurring precipitation events. |
| 36. Wastewater—liquid waste resulting from commercial, municipal, private, or industrial processes. Wastewater includes, but is not limited to, cooling and condensing waters, sanitary sewage, industrial waste, and contaminated rainwater runoff. |
| ENDANGERED SPECIES GUIDANCE |
| HISTORIC PROPERTIES GUIDANCE |
| 01 57 23.01 12 |
| 31 05 19.04 12 |
| 31 05 19.04 12 - SEPARATOR GEOTEXTILE |
| 31 05 19.04 12 - SEPARATOR GEOTEXTILE |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT AND PAYMENT |
| 1.4 SUBMITTALS |
| 1.5 QUALITY CONTROL |
| 1.5.1 General |
| 1.5.2 Reporting |
1.6 SHIPMENT AND STORAGE
| PART 2 PRODUCTS |
| 2.1 GEOTEXTILE |
| PART 3 EXECUTION |
| 3.1 GEOTEXTILE INSTALLATION |
| 3.2 SEAMS AND LAPS |
| 3.2.1 Seams |
| 3.2.2 Laps |
| 31 11 00.00 12 |
| 31 11 00.00 12 - CLEARING AND GRUBBING |
| 31 11 00.00 12 - CLEARING AND GRUBBING |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 MEASUREMENT AND PAYMENT |
| 1.3 QUALITY CONTROL |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 CLEARING |
| 3.2.1 General |
| 3.2.2 Merchantable Timber |
| 3.2.3 Government Surveys |
| 3.2.4 Trees |
| 3.2.5 Vegetation |
| 3.2.6 Miscellaneous Structure Foundations and Debris |
| 3.2.7 Areas to be Cleared |
| 3.2.7.1 General |
| 3.2.7.2 Borrow Areas |
| 3.2.7.3 Other Areas |
| 3.3 GRUBBING |
| 3.3.1 General |
| 3.3.2 Areas to be Grubbed |
| 3.3.2.1 Embankments and Structures |
| 3.3.3 Borrow Areas |
| 3.3.4 Pipes and Drains |
| 3.3.5 Filling of Holes |
| 3.4 DISPOSAL OF DEBRIS |
| 3.4.1 General |
| 3.4.2 Burying |
| 3.4.3 Removal From Site of Work |
| 31 23 00.00 12 |
| 31 23 00.00 12 - EXCAVATION |
| 31 23 00.00 12 - EXCAVATION |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT AND PAYMENT |
| 1.3.1 Excavation |
| 1.3.2 Borrow Pit Development Government-Furnished Only |
| 1.3.3 Waste Materials |
1.4 QUALITY CONTROL
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 EXCAVATION IN BORROW AREAS |
| 3.1.1 General |
| 3.1.2 Government Furnished Borrow Areas |
| 3.1.2.1 Criteria |
| 3.1.2.2 Surveys |
3.1.3 Borrow Areas with High Salinity Content Soils
| 3.2 DISPOSITION OF MATERIALS |
| 3.2.1 Material Used for Embankment or Fill |
| 3.2.2 Wasted Materials |
| 3.3 EXCAVATION IN OTHER AREAS |
| 3.3.1 General |
| 3.4 CONTRACTOR-FURNISHED BORROW AREAS |
| 3.4.1 General |
| 3.4.2 Time Extensions |
| 3.4.3 Approval |
| 3.4.4 Submittal Package Requirements |
| 3.4.5 Submittal Package Requirements in Detail |
| 3.4.5.1 Right of Entry |
| 3.4.5.2 Maps |
| 3.4.5.3 Wetlands Determination |
| 3.4.5.4 Coastal Zone Management CZM |
| 3.4.5.5 Threatened & Endangered Species T&E |
| 3.4.5.6 Cultural Resource Report |
| 3.4.5.7 Environmental Site Assessment |
| 3.4.5.8 Soil Boring Analysis |
| 3.4.5.9 Laboratory Tests |
| 3.4.5.10 Test Procedures for Borings |
| 3.4.5.11 Borrow Area Agronomy Report |
| 3.4.5.12 Borrow Area Management Plan |
| 3.4.5.13 Mitigation Requirements |
| 3.4.5.14 Zoning Classification |
| 3.4.5.15 Environmental Protection Plan |
3.4.6 Government Performed Environmental Assessment
| 3.5 HAULING |
| 3.6 GRADE TOLERANCES |
| 31 24 00.00 12 |
| 31 24 00.00 12 - EMBANKMENT |
| 31 24 00.00 12 - EMBANKMENT |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT |
| 1.3.1 Embankment |
| 1.3.2 Settlement |
| 1.3.3 Embankment Materials Testing |
| 1.4 PAYMENT |
| 1.4.1 Embankment |
| 1.4.2 Settlement Gages |
| 1.4.3 Forfeiture of Payment for Settlement of Foundation |
| 1.5 QUALITY CONTROL |
| 1.5.1 General |
| 1.5.2 Reporting |
| 1.6 QUALITY ASSURANCE |
| 1.7 EQUIPMENT |
| 1.7.1 General |
| 1.7.2 Hand Tampers |
| 1.7.3 Miscellaneous Equipment |
| 1.7.4 Sprinkling Equipment |
| 1.8 EMBANKMENT MATERIALS |
| 1.8.1 General |
| 1.8.2 Moisture Control |
| 1.8.2.1 Moisture Control - Compacted Fill |
| 1.8.3 Compaction |
| 1.8.4 Dressing |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Embankment Material |
| 2.1.2 Suitability of Material |
| 2.1.2.1 Isolated Masses |
| 2.1.2.2 Investigation and Testing of Objectionable Materials |
2.2 UNSUITABLE AND NON-SOIL MATERIAL TESTING
| PART 3 EXECUTION |
| 3.1 EMBANKMENT FOUNDATION PREPARATION |
| 3.1.1 Foundation Preparation |
| 3.1.2 Drainage |
| 3.1.3 Frozen Ground |
| 3.2 EMBANKMENT CONSTRUCTION |
| 3.2.1 Compacted Fill |
| 3.3 EMBANKMENT WORK ADVANCEMENT |
| 3.4 CROSS SECTIONS AND ZONING OF MATERIALS |
| 3.4.1 Embankment Sections |
| 3.4.2 Zoning of Materials for Levee Construction |
| 3.5 ACCESS ROADS |
| 3.5.1 Access Roads |
| 3.5.1.1 Criteria |
| 3.5.1.2 Temporary Roads |
| 3.5.1.3 Watering |
| 3.5.1.4 Speed |
| 3.6 DITCHES AND DEPRESSIONS |
| 3.7 GRADE TOLERANCES |
| 3.8 SETTLEMENT OF FOUNDATION |
| 3.8.1 Additional Fill |
| 3.8.2 Failures |
| 3.8.3 Postpone Operations |
3.9 SLIDES
| 31 24 00.00 12_LABORATORY DETERMINATION OF NON-SOIL VOLUME FOR LEVEE FILL |
| 32 15 00.00 12 |
| 32 15 00.00 12 - SURFACING GRANULAR |
| 32 15 00.00 12 - SURFACING GRANULAR |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 MEASUREMENT |
| 1.3.1 New Ramps and Levee Crown |
| 1.3.1.1 Barge Delivery |
| 1.3.1.2 Vehicle Delivery |
| 1.4 PAYMENT |
| 1.5 SUBMITTALS |
| 1.6 QUALITY CONTROL |
| 1.6.1 General |
| 1.6.2 Sampling and Testing |
| 1.6.2.1 Sampling |
| 1.6.2.2 Testing |
1.6.3 Reporting
| PART 2 PRODUCTS |
| 2.1 SURFACING |
| 2.1.1 Crushed Stone |
| PART 3 EXECUTION |
| 3.1 BASE PREPARATION |
| 3.2 PLACEMENT AND COMPACTION |
| 3.2.1 Shaping |
| 3.2.2 Rollers |
3.3 MAINTENANCE
| 32 92 19.04 12 |
| 32 92 19.04 12 - TURF ESTABLISHMENT AND MAINTENANCE |
| 32 92 19.04 12 - TURF ESTABLISHMENT AND MAINTENANCE |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 MEASUREMENT |
| 1.2.1 Seeding and Mulching |
| 1.2.2 Fertilizer |
| 1.2.3 Lime or Sulfur Soil Amendment |
| 1.3 PAYMENT |
| 1.3.1 Seeding and Mulching |
| 1.3.2 Fertilizer |
| 1.3.3 Lime Soil Amendment |
| 1.3.4 Sulfur Soil Amendment |
| 1.4 SUBMITTALS |
| 1.5 QUALITY CONTROL |
| 1.5.1 General |
| 1.5.2 Reporting |
| 1.6 AREAS TO BE TREATED |
| 1.7 COMMENCEMENT, PROSECUTION, AND COMPLETION |
| 1.7.1 General |
| 1.7.2 Sequence of Work |
| 1.8 HERBICIDE APPLICATION PLAN |
| 1.9 TURF ESTABLISHMENT PLAN |
| 1.9.1 Certified Agronomy Testing Laboratory |
| 1.9.2 Certified Water Analysis |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Fertilizer and Soil Amendments |
| 2.1.2 Soil for Repairs |
| 2.1.3 Seed |
| 2.1.4 Mulch |
| 2.1.5 Water Source |
| 2.1.6 Herbicides |
| PART 3 EXECUTION |
| 3.1 SOIL AND WATER ANALYSIS |
| 3.1.1 Soil Analysis |
| 3.1.2 Water Source Analysis *Not Municipal Water Source |
| 3.2 PREPARATION OF GROUND SURFACE |
| 3.2.1 General |
| 3.2.2 Vegetative and Debris Removal |
| 3.2.3 Grading |
| 3.2.4 Soil Preparation |
| 3.3 APPLICATION OF FERTILIZER AND SOIL AMENDMENTS |
| 3.3.1 Fertilizer |
| 3.3.2 Soil pH |
| 3.3.2.1 Increasing Soil pH |
| 3.3.2.2 Reduce Soil pH |
| 3.4 SEEDING |
| 3.4.1 General |
| 3.4.2 Damage to Established Seeding Area |
| 3.5 APPLYING AND ANCHORING MULCH |
| 3.6 WATER APPLICATION DURING TURF ESTABLISHMENT |
| 3.7 MOWING |
| 3.7.1 New Turf Establishment Areas |
| 3.7.2 Existing Turf Maintenance |
| 3.8 INSPECTIONS AND REPORTS |
| 3.9 REPLANTING |
| 3.10 POST-PLANTING FERTILIZER APPLICATION |
| 3.11 ESTABLISHMENT |
| 3.12 INSPECTION AND ACCEPTANCE |
| 3.13 INITIAL SEEDING AND FERTILIZING ACCEPTANCE |
File details come from the government source that posted it. Updated .