A22_-_W912P8-17-B-0009,_AM_0002.pdf
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- Mermentau River - Gulf of Mexico, Mermentau River Maintenance Dredging, Cameron Parish, Louisiana
- Solicitation number
- W9128-17-B-0009
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W912P8-17-B-0009, AM_0002
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| A22_-_W912P8-17-B-0009,_Am_0001.pdf | ||
| A22-W912P8-17-B-0009.pdf | ||
| H01_W912P8-17-B-0009_Plans.pdf |
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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 above numbered solicitation for Mermentau River - Gulf of Mexico, Mermentau River Maintenance Dredging, Cameron Parish, Louisiana is hereby amended as follow s:
1. Include submitted questions and answ ers and associated specif ication changes, as per the attached.
BID OPENING DATE REMAINS UNCHANGED
NOTE: Narrative Completion Reports for answ er 6, are available in notepad f iles upon request via email to edith.m.brandon@usace.army.mil.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 19-Jun-2017
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 W912P8-17-B-0009
X 9B. DATED (SEE ITEM 11)
26-May-2017
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
20-Jun-2017
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:
W912P8-17-B-0009
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
(End of Summary of Changes)
ENCLOSURE 1
Contractor Questions and Responses Thereto
1) Please provide all October 2016 contract survey data in XYZ format, or per SECTION 35 20 23.00 12 Quantity Surveys: please provide “Survey data reflecting most recent conditions will be obtained prior to contract award, and provided by amendment prior to bid opening.”
RESPONSE: PDF files of the October 2016 survey data files are attached. Electronic ASCII XYZ data files of these surveys may be made available upon request. See the amendment for the revision made in reference to “survey data reflecting most recent condition”. That reference information (paragraph 1.2.1 Quantity Surveys) has been deleted as it was included in this paragraph in the early design phase when the most recent survey was from 2014.
2) The required project depth is -15 MLG. Will there be a payable overdepth allowance?
RESPONSE: As stated in paragraph 1.2.3 of Section 35 20 23.00 12, "The quantity of dredged material removed and to be paid for will be measured by the cubic yard by computing the volume along the centerline between the "before-dredging" cross sections and the required dimensions as shown on the contract drawings using the average end area method." There is no separate measurement and/ or payment for overdepth.
3) It looks like the project in 2009 was performed to a depth of -17.0 MLG. Was this a 15’ Required +2’ Overdepth project?
RESPONSE: No. In 2009, the -17' included 2' of advance maintenance (-15' authorized project depth plus 2' advance maintenance) - no overdepth. For this contract, the lack of adequate funds have required that the required dimensions be scaled back from those in the 2009 contract.
4) If there is no payable overdepth, are there any vertical tolerances above the -15 MLG required depth that will be accepted?
RESPONSE: No. The required grade is -15' MLG
5) If the Professional Land Surveyor is part of the contractor’s staff, can all the surveys be performed in-house, or do they need to be performed by a 3rd party?
RESPONSE: Yes they can be performed in-house, as long as they are performed under the direction of and are certified by a Professional Land Surveyor who meets the professional certification requirements outlined in paragraph 1.5 of Section 02 21
10.00 12.
ENCLOSURE 1
6) Per SECTION 35 20 23.00 12 Page 10 Character of Materials: please provide the history of the last 3 dredging projects in the Mermentau River to include, but not limited to: dates of dredging, stations dredged, dredging depth achieved in MLG, character of material encountered, areas that did not achieve grade, if any, and hard objects encountered with location coordinates, if any.
RESPONSE: Attached are the Narrative Completion Reports for contracts 04-C-0042 and 05-C-0034, as well as the As-Built cross sections from contract 09-C-0053 (no completion report available).
7) In reference to SECTION 35 20 23.00 12 page 10-11 Required Dimensions: the specs state, “The Contractor shall also provide transportation, meals and/or lodging for any pipeline/utility representatives who are deemed necessary to remain aboard the dredge while working in the vicinity of these crossings.” Has this been necessary on any of the previous maintenance dredging projects here? If so, how many people needed to be accommodated and for how long?
RESPONSE: These are standard requirements that will vary dependent upon when the dredge will be approaching the pipeline/ utility crossing (i.e. day or night), and as stated, " for any pipeline/ utility representatives who are deemed necessary to remain aboard the dredge while working in the vicinity of these crossings.".
8) Does the “DREDGE AND ATTENDANT PLANT DATA SHEET” need to be submitted with the bid?
RESPONSE: No. The completed data sheets must be submitted within five (5) calendar days after Contractor receipt of Government Notice to Proceed. This is addressed in paragraph 1.7.1 of SECTION 35 20 23.00 12.
CEMVN-CD-LA
MEMORANDUM THRU: CEMVN-CD-LA, Project Engineer (Mr. P. Brouillette) CEMVN-CD-LA, Area Engineer (Mr. C. Ashley)
C/CONSTR DIV.
FOR: C/ENGR DIV.
ATTN: CEMVN-ED-C
SUBJECT: Narrative Completion Report, Contract DACW29-05-C-0034, Mermentau River- Gulf of Mexico Maintenance Dredging C/L Sta. (-) 14+50 to C/L Sta. 260+00 Mile 6.5 to Mile 1.3 Cameron Parish, Louisiana.
1. SIGNIFICANT DATES/NUMBERS
Contract Award: 29 Mar 05 Preconstruction Conference: 11 Apr 05 Acknowledge of NTP: 31 Mar 05
Original Completion Date: 29 Jul 05 Revised Completion Date: 12 Jun 05 Date Completed: 12 Jun 05 Original Contract Amount: $2,269,200.00 Modified Contract Amount: $2,892,728.50
2. PRIME CONTRACTOR: Mike Hooks, Inc.
P.O. Box 1525 Lake Charles La. 70602 Est. % of Work - 100%
3.ITEMS OF WORK EST. UNIT ESTIMATED FINAL FINAL
QUAN/UNIT PRICE AMOUNT QUANTITY EARNINGS
(1) Mob / Demob 1 L/S L/S $570,000.00 1 L/S $570,000.00
(2) Dredging 960,000 $1.77 $ 1,699,200.00 1,312,276 $2,322,728.50
TOTAL $2,892,728.50
4. EQUIPMENT: DREDGE: Missouri H.
TENDERS: Joan Lafitte,Arthur, Ashley M, Stacy L. Capt Archie C/BOAT: Sea Raider S/BOAT: Survey #1 BARGES: Water, Derrick, Skidder, Supply, Welding & Skagit CRANE BARGE: 3900 Manitowoc
SUBJECT: Narrative Completion Report, Contract DACW29-05-C-0034, Mermentau River-
5. ITEMS OF WORK/START/FINISH/PROGRESS:
ITEM (1) MOBILIZATION & DEMOBLIZATION: The dredge arrived on the job site on 10 May 05 at station 150+00 and the discharge location was made at station 152+00. All required dredging was completed on 13 Jun 05.
ITEM (2) DREDGING C/L STA. (-) 14+50 to C/L STA. 260+00 :The contractor began taking
Before dredging cross sections from station 150+00 heading upstream to station 100+00 and the dredge began dredging operations at 1700 hrs on 11 May 05. The dredge dug to station 120+00 then turned around and moved to station 150+00 and dug downstream to station 260+00. The dredge then moved to station 120+00 and dug to station –14+50 and completed all dredging at 1930 hrs on 12 Jun 05.
The estimated quantity of material to be dredged was 960,000 cubic yards. The actual quantity was 1,312,276 cubic yards. All material dredged was disposed into Shoreline restoration disposal area on the West side of the West Jetties at station 150+00 to 174+00.
6. WORKING IN THE VICINITY OF STRUCTURES AND UTILITIES CROSSINGS:
The contractor dredged over the following pipelines:
American Natural Resources 30” Gas Pipeline sta.66+60c/l Tennessee Gas Company 20” Gas Pipeline sta. 86+00 c/l Mid La. Gas Company 6 5/8” Gas & Oil Pipeline sta. 125+30 c/l (abandoned)
The contractor dredged over the pipelines using the procedures outlined in the contractors approved Pipeline Crossing Plan. There was a pipeline company representative on board the dredge at the time of the dredging operations.
7. SURVEYS: Surveys were taken using GPS. Co-ordinate points were taken from the contract.
Surveys were taken Before and After dredging. Upon completion of work, profiles were also taken over the same reach of work. The project inspector on the site witnessed all surveys.
8. ENVIRONMENTAL QUALITY CONTROL: The contractor's concern towards Environmental Quality Control was Satisfactory. The contractor's authorized representatives made daily inspections and submitted an ENG 4267 Form. Upon completion of the work, the project inspector conducted a visual inspection of the jobsite. No evidence of any debris, trash, equipment, or materials left behind; which may cause damage to the environment.
SUBJECT: Narrative Completion Report, Contract DACW29-05-C-0034, Mermentau River-
9. MAN HOURS: There were 9,200 man hours used on the contract.
10.SAFETY: The contractors overall Accident Prevention program was satisfactory. The contractor held weekly safety meetings and held monthly drills.
11. FINAL ACCEPTANCE: After all Final Surveys with profiles were taken, the area was visually inspected for any materials left behind. The contract time ended on 13 Jun 05.
MURRAY J. FUSELIER
CONSTRUCTION REP.
CF: CEMVN -CD-C
CEMVN-CD-CV (Scott)
CEMVN-CD-QM
CEMVN-CT
CEMVN-PA
CEMVN-OD-C
CEMVN-OD-T
CEMVN-OD-N (Morton) CEMVN-CD-LA (Brouillette)
CEMVN-ED-LW
CEMVN-CD-LA (Fuselier) CEMVN-CD-LA (Project File)
MM_01_BAR_20161026.xyz
LWRP==N/A
SOUNDING_FREQUENCY==LOW
SURVEY_TYPE==CONDITION
SURVEY_CREW==SP,PM
VESSEL_NAME==OB-167
SEA_CONDITION==CALM
GAGE_READING==GRAND CHENIER: 3.53 MLG
PLOTTED_BY==BD
CHECKED_BY==AO
NOTES:
MermentauRiver Sheet1 Bar Staffgage At Bridge
@0930AM=3.15 MLG
@1350PM=3.90 MLG
took average= 3.525, 3.53 MLG created tide offset in Hypack Ranges 2748955.99,453044.72,-7.29,R0M13000.snap,-3.53 2748940.93,453045.01,-7.92,R0M13000.snap,-3.53 2748915.38,453045.50,-8.87,R0M13000.snap,-3.53 2748890.29,453045.97,-7.74,R0M13000.snap,-3.53 2748864.70,453046.46,-9.37,R0M13000.snap,-3.53 2748840.00,453046.93,-9.17,R0M13000.snap,-3.53 2748814.49,453047.41,-9.47,R0M13000.snap,-3.53 2748789.80,453047.88,-9.67,R0M13000.snap,-3.53 2748764.95,453048.36,-9.57,R0M13000.snap,-3.53 2748739.93,453048.83,-9.37,R0M13000.snap,-3.53 2748715.26,453049.30,-9.37,R0M13000.snap,-3.53 2748689.90,453049.78,-9.87,R0M13000.snap,-3.53 2748664.95,453050.26,-9.57,R0M13000.snap,-3.53 2748640.48,453050.72,-9.47,R0M13000.snap,-3.53 2748614.98,453051.21,-9.27,R0M13000.snap,-3.53 2748590.51,453051.67,-10.27,R0M13000.snap,-3.53 2748565.44,453052.15,-9.47,R0M13000.snap,-3.53 2748540.34,453052.63,-8.37,R0M13000.snap,-3.53 2748515.20,453053.10,-8.17,R0M13000.snap,-3.53 2748490.19,453053.58,-7.87,R0M13000.snap,-3.53 2748465.14,453054.06,-7.67,R0M13000.snap,-3.53 2748440.16,453054.53,-6.77,R0M13000.snap,-3.53 2748415.48,453055.00,-5.43,R0M13000.snap,-3.53 2748400.66,453055.28,-4.21,R0M13000.snap,-3.53 2748418.30,452554.85,-6.50,R0M13500.snap,-3.53 2748436.12,452554.52,-7.36,R0M13500.snap,-3.53 2748461.63,452554.03,-8.22,R0M13500.snap,-3.53 2748486.89,452553.55,-8.85,R0M13500.snap,-3.53
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