Am_0001_W912P819B0031.pdf
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- Grand Isle & Vicinity, West End Segmented Stone Breakwaters, Jefferson Parish, LA (ED-19-001)
- Solicitation number
- W912P819B0031
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Amendment 0001 for Solicitation W912P819B0031
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| W912P819B0031_AM_0002.pdf | ||
| W912P819B0031_Solicitation.pdf | ||
| Plans_for_W912P819B0031.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 W912P819B0031, for Grand Isle and Vicinity, West End Segmented Stone Breakw ater Construction, Jefferson Parish, LA is hereby amended as detailed in the amendment document. The bid opening date of 5 June 2019 at 11:00 CST remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 7
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 31-May-2019
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 W912P819B0031
X 9B. DATED (SEE ITEM 11)
06-May-2019
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
31-May-2019
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:
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
CONTINUATION PAGE
1. SECTION 00010 Pages 00010-3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, and 5 therefore.
2. SECTION 35 31 19.03 12, Pages 3 and 4, paragraphs 1.2.2, 1.2.2.1, 1.2.2.2, 1.2.3, 1.2.3.1, and 1.2.3.2. Delete these paragraphs in their entirety and substitute the following therefore:
3. SECTION 35 31 20.10 12, Page 2, paragraphs 1.2, 1.2.1, 1.2.1.1, 1.2.1.2, and 1.3. Delete these paragraphs in their entirety and substitute the following therefore:
4. Question and answer:
Q1. The bid schedule shows that the core material and bedding will be measured and paid for by the CY. All of the stone will be brought in by barge and measured by barge displacement, please consider changing those bid items to tons instead of CY.
RESPONSE: Concur with Contractor question. In response, see revisions incorporated in this amendment.
SECTION 00010
Pages 00010-3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, and 5 therefore.
SECTION 35 31 19.03 12
Pages 3 and 4, paragraphs 1.2.2, 1.2.2.1, 1.2.2.2, 1.2.3, 1.2.3.1, and 1.2.3.2. Delete these paragraphs in their entirety and substitute the following therefore:
“1.2.2 Measurement
The unit of measurement for armor stone, core and bedding material satisfactorily placed in the work will be the ton (2,000 pounds). Quantities will be computed to the nearest whole ton. The Contracting Officer's representative will measure armor stone, core and bedding material for payment by weight determined by barge displacement. Not less than 10 days prior to unloading armor stone, core and bedding material from any barge for which a displacement table has not previously been furnished and approved, the Contractor shall furnish the Contracting Officer a barge displacement table. The Contractor shall furnish with the barge displacement tables a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawing shall show, as a minimum, the length, width, and depth of the barge, and dimensions of the rake or rakes. Each such table shall have its accuracy certified by a person or firm, other than the Contractor, customarily performing this service and who has been approved by the Contracting Officer.
Each table submitted shall show the name and/or number of the barge, the barge dimensions, the barge owner, the name of the fabricator, certification, and date of certification of the person or firm preparing the table. All new or modified barges shall be field checked for current dimensions by the Contractor, in the presence of the Contracting Officer's Representative. Each table submitted shall contain in parallel columns, the freeboard of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton. Each barge shall be suitably marked with two displacement gaging lines along each side of the barge. Each gaging line shall be painted perpendicular to the edge of the barge and be no less than 4 inches wide and 1 foot long, on both the deck and side of the barge. Barges with rakes shall have the displacement gaging lines placed at each corner of the box section between the rakes. If a barge has a box end or ends, the gaging lines shall be placed approximately four feet from the box end. The freeboard will be measured at the four gaging locations and the displacement determined by the use of the "CEMVN Standard Barge Tables" from the average of these measurements. The displacement shall be determined before and after the barge is unloaded and the difference between these values shall be the quantity delivered. All barge measurements will be taken without adjustment for the degree of salinity in the water. The Contractor shall, during bid preparation, estimate the degree of salinity present in the water and include any adjustments in the applicable bid price for “Armor Stone Placement” and/or "Core and Bedding Material". All barge displacement measurements will be taken assuming fresh water. The determination of satisfactorily placed core and/or bedding material shall be based on survey cross sections. The quantity of armor stone, core and bedding material placed in the work will be reasonably estimated at each individual work site and quantities adjusted upon completed use of a barge of material, or completion of the contract. No payment will be made for any unauthorized use of the armor stone, core and/or bedding material.
1.2.3 Payment
Payment for armor stone, core and bedding material placed in the work will be made at the applicable contract unit price per ton for “Armor Stone Placement” and "Core and Bedding Material". Price and payment shall include all costs of furnishing, hauling, handling, placing, testing, and maintaining the armor stone, core and/or bedding material.”
SECTION 35 31 20.10 12
Page 2, paragraphs 1.2, 1.2.1, 1.2.1.1, 1.2.1.2, and 1.3. Delete these paragraphs in their entirety and substitute the following therefore:
“1.2 MEASUREMENT AND PAYMENT
Measurement and payment for bedding material satisfactorily placed shall be in accordance with Section 35 31 19.03 12, paragraphs “Measurement” and “Payment”.
1.3 RESERVED”
00010-3 Ed 19-001
SECTION 00010 – BIDDING SCHEDULE
Grand Isle and Vicinity West End Segmented Stone
Breakwater Construction Jefferson Parish, Louisiana
Item DESCRIPTION Estimated
Quantity Unit Unit Price Estimated Amount
0001 Mobilization and Demobilization 1 JOB
0002 Separator Geotextile 10,500 SY
0003 Navigation Lights and Platforms 2 EA
0004 Armor Stone Placement
000AA First 25,000 Tons 25,000 TON
0004AB All Over 25,000 Tons 5,000 TON
0005** Core and Bedding Material
0005AA First 4,000 Tons 4,000 TON
0005AB All Over 4,000 Tons 1,500 TON
TOTAL: $
** Denotes a change from the previous Bidding Schedule.
*The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.
Award will be made as a whole to one bidder.
NOTE 1: 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 2: 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, Rejection of Individual Bids).
NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the
00010-4 Ed 19-001 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 Plan, 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 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;
http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx
00010-5 Ed 19-001
EVALUATION OF SUBDIVIDED ITEMS (Mar 1995) - UAI 5152.211-9000).
Item Nos. 0004 and 0005 are 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 (Mar 1995) - UAI 5152.211-9001).
The Variation in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0004 and 0005.
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. 0004 and 005 is less than 85% of the quantity of the first sub-item listed under such item, 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 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. 0004 and 005 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.
(End of Clause)
| Am_0001_Grand Isle_West End Segmented Stone Breakwater Construction_Ed 19-001.pdf |
| “1.2.2 Measurement |
| 1.2.3 Payment |
| “1.2 MEASUREMENT AND PAYMENT |
| 1.3 RESERVED” |
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