W912P7-15-B-0003_Amendment_0002_05Aug15(2).pdf
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- OAKLAND INNER AND OUTER HARBOR CHANNEL MAINTENANCE DREDGING PROJECT, ALAMEDA COUNTY, CALIFORNIA
- Solicitation number
- W912P7-15-B-0003
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W62A2B51212065
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)
30-105-04 EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
OAKLAND INNER AND OUTER HARBOR CHANNEL MAINTENANCE DREDGING PROJECT, ALAMEDA COUNTY, CA
ENCL) Standard Form 1442 PAGES 1 AND 2, Section 00 10 00 Pricing Schedule, Section 00 21 00 Instructions, Conditions and Notices to Bidders/Offerors and Evaluation Criteria for Award, Section 01 11 00 Summary of Work, Section 01 22 00.00 10 Measurement and Payment, Section 01 32 23 Hydrographic Survey, Section 01 33 00 Submittal Procedures, Section 35 20 23 Dredging, Section 35 20 23.13 Scow –
Ullage Profile, Section 35 20 24 Aquatic Disposal, Appendix 10 Information to Bidders - Montezuma Wetlands Project, Drawing Sheets C1-C10, Section 00 72 00 Contract Clause Page 32.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 51
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912P7-15-B-0003
X 9B. DATED (SEE ITEM 11)
02-Jul-2015
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
05-Aug-2015
CODE
US ARMY ENGINEER DISTRICT, SAN FRANCISCO
CONTRACTING DIVISION
1455 MARKET ST., 17TH FLOOR SUITE 1741
SAN FRANCISCO CA 94103-1398
W912P7 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODE CODE
EMAIL: TEL:
W912P7-15-B-0003
Continuation page of SF 30 Amendment of Solicitation/Modification of Contract
Changes
Standard Form 1442
Page 1 Block 10 Job Description, revised quantity and added information.
Page 1 Block 13 Additional Solicitation Requirements – revised Bid Open date.
Page 1 Block 11 Period of Performance – revised number of calendar days.
Section 00 10 00 Pricing Schedule
Page 6 0f 521, revised quantities for CLINS 0002AA, 0002AB, 0004AA, and 0005AB.
Added new Option 1 CLINS 0003AA and 0003AB to Base year.
Changed former Option 1 to Option 2, and former Option 2 to Option 3.
Changed former CLIN 0004 to 0005 and revised quantities for CLINS 0005AA and
0005AB.
Changed former CLINS 0006 to 0007 and revised quantities for CLINS 0007AA and
0007AB.
Revised all “Foreseeable Costs to Government” figures.
Deleted sentence in Bid Note 7.
Added Bid Note 8.
Section 00 21 00 Instructions, Conditions and Notices to Bidders/Offerors and Evaluation
Criteria for Award
Page 22 of 521, Revised Para 2.5 Hypothetical scenario discussion and tables to include updated foreseeable costs to Government adjustments.
Section 00 72 00 Contract Clause
Changed Period of Performance in FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work.
Technical Specifications Table of Contents
Deleted Appendix 10.
Section 01 11 00 Summary of Work
Page 2, Para 1.1.1, added language to last sentence.
Page 3, Para 1.4, added information.
Page 3, Para 1.5.2, revised entire paragraph.
Section 01 22 00.00 10 Measurement and Payment
Page 1, Revised CLINS in 3.1 Measurement and Payment. Page 2, Para 1.1.2
Estimated Quantities, added information to second and last paragraph.
Page 4, Paras 3.1.1 Mobilization and Demobilization, and 3.1.2 Dredging and
Placement of Materials, revised CLINS.
Page 6, Para 3.2 (c) (f), added information.
Page 6, Paras 3.2 (c) (j) and (k), revised cost.
Section 01 32 23 Hydrographic Survey
Page 3, Para 1.1 Introduction, deleted “independent”.
Page 4, Para 1.3.1 Before-Dredge Survey, deleted “independent” and added sentence to first paragraph.
Page 4, Para 1.3.2 After-Dredge Survey, added sentence to first paragraph and added paragraph.
Page 5, Para 1.3.2.3 Reach Rejection, revised cost.
Page 5, Para 1.3.3 Quality Control (QC) Surveys, deleted “independent”.
Section 01 33 00 Submittal Procedures
Page 3, Para 1.1 Summary, revised first sentence of third paragraph.
Section 35 20 23 Dredging
Page 5, Para 1.2.2 Coast Guard Notification, corrected information.
Page 6, Para 1.5.6 Method of Measurement, added information.
Page 8, Para 3.2.2.2 Damage to Dredging Contractor’s Equipment, deleted sentence.
Page 10, Para 3.2.5.1 Performance period, added information.
Section 35 20 23.13 Scow – Ullage Profile
Page 3, Para 1.2.2 Dredge Material Disposal Site Log, updated Points of Contact in first paragraph and added reference in second paragraph.
Section 35 20 24 Aquatic Disposal
Page 3, Para 3.4.5 San Francisco Deep Ocean Disposal Site (SF-DODS) and (SF-8), Added information and deleted “Not Used”.
Page 7, Para 3.6.6 Notification, added information and deleted last sentence.
Appendix 10 Information to Bidders Montezuma Wetland Site
Deleted Appendix 10.
Appendix 18 Water Quality Monitoring Plan
Page 1, Revised Constituents Monitored paragraph.
Page2, Revised Monitoring Locations paragraph.
Drawing Sheets C1-C10
Added current hydrographic survey soundings.
W62A2B51212065
OAKLAND INNER AND OUTER HARBOR CHANNEL MAINTENANCE DREDGING PROJECT, ALAMEDA COUNTY, CALIFORNIA
PROJECT DESCRIPTION: The Base work consists of maintenance dredging in the Oakland Inner and Outer Harbor of up to 500,000 cubic yards of dredged material to provide an authorized project depth of -50-feet plus 1-foot of allowable paid over-depth. The Option 1 work consists of an additional 135,000 cubic yards of maintenance dredging to provide an authorized project depth of -5-feet plus 1-foot of allowable paid over-depth.
The Option 2 and Option 3 work consists of maintenance dredging in the Oakland inner and Outer Harbor of up to 635,000 cubic yards of dredged material in the Fiscal Year FY16 and 635,000 cubic yards on the Fiscal Year FY 17. Dredged material excavated from the Oakland Inner and Outer Harbor shall be disposed in the Government-furnished deep ocean disposal site (SF-DODS), or at a permitted beneficial use upland site of the Contractor's choice. All dredging, material transportation, and material placement shall be in accordance with the project plans, specifications, permits, regulatory guidance, and applicable clauses.
This requirement is for unrestricted competition. It will be issued as an invitation for bid (IFB) which will result in the award of a single contract that includes a Firm Fixed Price (FFP) Base Award plus two Firm-Fixed-Price Options .
The North American Industry Classification System (NAICS) Code applicable to this acquisition is: 237990.
ESTIMATED COST RANGE IS MORE THAN: $10,000,000.00
X
JAMES E GARROR 415-503-6988
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED
2-July-2015
(RFP)
(IFB)
CALL:
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance within 5 _______ calendar days and complete it within_______ calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ 52.211-10
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
X YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________ 1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time 12 AUG 2015 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee X is, is not required.
C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______ 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
US ARMY ENGINEER DISTRICT, SAN FRANCISCO
CONTRACTING DIVISION
1455 MARKET ST., 17TH FLOOR SUITE 1741
SAN FRANCISCO CA 94103-1398
W912P7
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
11:00 AM (hour) Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
FAX: TEL: TEL: FAX:
W912P7-15-B-0003 114
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SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
OFFER (Must be fully completed by offeror)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than Item 14)
CODE FACILITY CODE
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
20B. SIGNATURE 20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY: CODE
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
28. NEGOTIATED AGREEMENT (Contractor is required to sign this 29. AWARD (Contractor is not required to sign this document.)
document and return _ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.
Your offer on this solicitation, is hereby accepted as to the items listed. This award con-summates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED
TO SIGN (Type or print)
31A. NAME OF CONTRACTING OFFICER (Type or print)
TEL: EMAIL:30B. SIGNATURE 30C DATE
SECTION 00 10 00
PRICING SCHEDULE
OPTIONS WILL BE EVALUATED IN ACCORDANCE WITH FAR 52.217-5
THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL,
EQUIPMENT, NECESSARY TO PERFORM ALL WORK IN STRICT ACCORDANCE
WITH THE TERMS AND CONDITIONS SET FORTH IN THE CONTRACT TO
INCLUDE ALL ATTACHMENTS THERETO.
ALTERNATIVE 1 – DREDGING WITH DISPOSAL AT SF-DODS
Item Supply/Services Quantity Unit Price Amount
BASE ITEMS – FY15 DREDGING CYCLE
0001 Mobilization and Demobilization, FY15 Dredging Cycle 1 Job $_______ $________
0002 Dredging, prior to 1 December
2015, FY15 Dredging Cycle, Reaches
1 thru 10 to -50-ft (MLLW) including 1-foot of Paid
Overdepth with disposal at
SF-DODS.
0002AA Required Dredging to -50-ft
MLLW at Oakland Harbor 159,000305,000 CY $______ $_______
0002AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 241,000195,000 CY $______ $_______
BASE BID PRICE (Item 0001 + Item 0002) $______________
ADJUSTMENT TO BASE BID PRICE -
Foreseeable Costs to Government $727,648.00$838,212.00
(Please see Section 00 21 00, paragraph 2.5)
TOTAL EVALUATED BASE BID
(Item 0001 + Item 0002 + $727,648.00$838,212.00) $_______________
OPTION 1 – FY165 DREDGING CYCLE, ADDITIONAL QUANTITY
0003 Mobilization and Demobilization, FY15 Dredging Cycle 1 Job $______ $______
00043 Dredging, prior to 1 December
2015, FY165 Dredging Cycle, Reaches 1 thru 10 -50-ft (MLLW) including 1-foot of Paid
Overdepth with disposal at
SF-DODS.
00043AA Required Dredging to -50-ft
MLLW at Oakland Harbor 175,00095,000 CY $______ $______
00043AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 225,00040,000 CY $______ $______
OPTION 1 BID PRICE (Item 00043AA + Item 00043AB) $______________
ADJUSTMENT TO OPTION 1 BID PRICE
-Foreseeable Costs to Government $_____93,135.00
(Please see Section 00 21 00, paragraph 2.5)
EVALUATED OPTION 1 BID AMOUNT
(Item 0003AA + Item 0003AB + $93,135.00) $______________
OPTION 2 – FY1716 DREDGING CYCLE
00054 Mobilization and Demobilization, FY16 Dredging Cycle 1 Job $______ $______
00065 Dredging prior to 1 December 2017, FY176 Dredging Cycle, Reaches 1 thru
10 to -50-ft (MLLW) including
1-foot of Paid Overdepth with disposal at SF-DODS.
00065AA Required Dredging to -50-ft
MLLW at Oakland Harbor 175,000400,000 CY $______ $______
00065AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 225,000235,000 CY $______ $______
OPTION 2 BID PRICE (Item 00054 + Item 00065) $_______________
ADJUSTMENT TO OPTION 1 AND OPTION 2 BID PRICES -
Foreseeable Costs to Government of
$764,000.00 for Option 1 and $804,000.00 for Option 2.
(Please see Section 00 21 00, paragraph 2.5) $1,568,000.00$977,914.00
TOTAL EVALUATED OPTIONS 2 BID AMOUNT
(Base Bid + $727,000.00 + Option 1 Bid Price +
Option 2 Bid Price + $1,568,000.00Item 0004 +
Item 0005AA + Item 0005AB + $977,914.00) $_________________
OPTION 3 – FY17 DREDGING CYCLE
0006 Mobilization and Demobilization, FY17 Dredging Cycle 1 Job $______ $______
0007 Dredging, FY17 Dredging Cycle, to
-50-ft (MLLW) including 1-foot of Paid
Overdepth.
0007AA Required Dredging to -50-ft
MLLW at Oakland Harbor 400,000 CY $______ $______
0007AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 235,000 CY $______ $______
OPTION 3 BID PRICE (Item 0006 + Item 0007) $_______________
ADJUSTMENT TO OPTION 3 BID PRICE -
Foreseeable Costs to Government
(Please see Section 00 21 00, paragraph 2.5) $ _1,026,810.00
EVALUATED OPTION 3 BID AMOUNT
(Item 0006 + Item 0007AA + Item 0007AB + $1,026,810.00) $_______________
ALTERANTIVE 1 – TOTAL EVALUATED BID AMOUNT
(Base Bid Price + $727,648.00$838,212.00 + Option 1 Bid
Price + $93,135.00 + Option 2 Bid Price +
$1,568,000.00$977,914.00 + Option 3 Bid Price
+ $1,026,810.00) $________________
ALTERNATIVE 2 – DREDGING WITH DISPOSAL AT PERMITTED UPLAND SITE
Item Supply/Services Quantity Unit Price Amount
BASE ITEMS – FY15 DREDGING CYCLE
0001 Mobilization and Demobilization, FyY15 Dredging Cycle 1 Job $______ $______
0002 Dredging, FY15 Cycle, Reaches 1
Thru 10 to -50-ft (MLLW)
Including 1-foot of Paid
Overdepth with placement at upland site.
0002AA Required Dredging to -50-ft
MLLW at Oakland Harbor 175,000360,000 CY $______ $______
0002AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 225,000190,000 CY $______ $______
BASE BID PRICE (Item 0001 + Item 0002) $______________
OPTION 1 – FY165 DREDGING CYCLE, ADDITIONAL QUANTITY
0003 Mobilization and Demobilization, FY16 Dredging Cycle 1 Job $______ $______
00043 Dredging FY165, Reaches 1 thru
10 to -50-ft (MLLW) including
1-foot of Paid Overdepth with placement at upland site.
00043AA Required Dredging to -50-ft
MLLW at Oakland Harbor 175,00090,000 CY $______ $______
00043AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 225,00045,000 CY $______ $______
OPTION 1 BID PRICE (Item 0003AA + Item 00043AB $_______________
OPTION 2 - FY176 DREDGING CYCLE
00054 Mobilization and Demobilization, FY176 Dredging Cycle 1 Job $______ $______
00065 Dredging, FY176 Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth with placement at upland site.
00065AA Required Dredging to -50-ft
MLLW at Oakland Harbor 175,000400,000 CY $______ $______
00065AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 225,000235,000 CY $______ $______
OPTION 2 BID PRICE (Item 00054 + Item 00065) $______________
OPTION 3 - FY17 DREDGING CYCLE
0006 Mobilization and Demobilization, FY17 Dredging Cycle 1 Job $______ $______
0007 Dredging, FY17 Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.
0007AA Required Dredging to -50-ft
MLLW at Oakland Harbor 400,000 CY $______ $______
0007AB Overdepth Dredging to -51-ft
MLLW at Oakland Harbor 235,000 CY $______ $______
OPTION 2 BID PRICE (Item 0006 + Item 0007) $______________
ALTERNATIVE 2 -- TOTAL EVALUATED BID AMOUNT
(Base Bid Price + Option 1 Bid Price +
Option 2 Bid Price + Option 3 Bid Price) $______________
Notes:
*QUANTITY IS AN ESTIMATED AMOUNT, SEE SECTION 00700, FAR 52.211-18.
1. To be considered responsive, prices must be submitted on all individual items within the Bid Schedule. Failure to do so may be cause for rejection of bids.
2. If a modification to a price based on unit price is submitted which provides for a lump sum adjustment to the total estimated price, the applications of the lump sum adjustment to each unit price in the Pricing
Schedule must be stated. If it is not stated, the bidder/offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Pricing Schedule.
3. Bidders must complete and submit attached “Dredging Plant and Equipment
Schedule”, forms Page 1 and Page 2 as part of their solicitation package for bid evaluation. Failure to do so may cause the bid to be considered nonresponsive. The Contractor shall demonstrate that all necessary equipment will be available and committed to this contract.
4. The term "Job", which appears on the Pricing Schedule (Section 00 10
00) under “Unit” for BASE ITEM, Bid Item No. 0001 shall be considered as a
Lump Sum. The Variation in Quantity contract clause, FAR 52.211-18, shall not apply to BASE ITEM, Bid Item No. 0001.
5. BASIS of AWARD: The contract will be awarded in accordance with FAR
52.214-19 Contract Award – Sealed Bidding – Construction. Additional foreseeable costs to the Government resulting from dredging with disposal at SF-DODS will be considered in evaluating the bid amount provided for the base and options of Alternative 1. Please see Section 00 21 00, paragraph 2.5 for an explanation. The lowest total evaluated bid amount as between Alternative 1 and Alternative 2, inclusive of the total option price, will be considered for award as the most advantageous to the
Government; however, the awarded contract price will not include the price adjustment that reflects the Government’s additional foreseeable costs.
6. Options will be evaluated for award purposes in accordance with FAR
52.217-5. Exercise of the options will be in accordance with FAR 17.207.
The Government projects that notice of option exercise will be provided to the contractor within the contract performance period. Notice to Proceed for Option 12 will be issued so "in water" work may begin on 1 August of
2016 and for Option 23, so that "in water" work may being on 1 August of
2017. Dredging under Option 1, and Option 2, and Option 3 is not limited to a single fiscal year.
7. The Government reserves the right to direct the Contractor to place dredged material at an environmentally acceptable alternate disposal site prior to 1 December 2015, including the possibility of disposal at the
Government–furnished deep ocean disposal site (SF-DODS) in accordance with the Change Clause FAR 52.243-4.
8. To the extent disposal operations continue after 30 November, disposal of the dredged material will be in accordance with Technical
Specifications, Section 01 11 00.00.10 Summary of Work, Para 1.5.2 Time
Restrictions
- End of Document –
2.5 EVALUATION OF ALTERNATIVE 1 BID FOR AWARD. Alternative 1 with disposal of dredged material at the Government–furnished deep ocean disposal site
(SF-DODS) creates additional foreseeable costs to the Government in aquatic placement area monitoring and scow inspection. These additional foreseeable costs to the Government will be considered in evaluating Alternative 1 base bid, in accordance with FAR 14.201-5(c), and will be applied as an adjustment to Alternative 1 bid price. The adjusted base bid amount for Alternative 1 will be evaluated for award. This adjustment, however, will not be included in the awarded contract price. The award will be for dredging with disposal at one of the two advertised Alternatives. The Alternative with the lowest total evaluated amount will be considered most advantageous to the
Government.
Two hypothetical examples are provided to the bidders:1
HYPOTHETICAL 1:
Bidder A bids $2,250,000.00 for Alternative 1 comprised of: $500,000.00 for the Base, $500,000.00 for Option 1, $500,000.00 for Option 2, and $750,000.00 for Option 3. Bidder A bids $6,200,000.00 for Alternative 2 comprised of:
$1,700,000.00 for the Base, $1,500,000.00 for Option 1, $1,000,000.00 for
Option 2, and $2,000,000.00 for Option 3. The Alternative 1 bid is adjusted to include foreseeable costs to the Government attendant to disposal at SF-
DODs as follows: $838,212.00 is added to the Alternative 1 Base bid and
$2,097,859.00 is added to the sum of Alternative 1 Option 1, Option 2, and
Option 3 bids ($93,135.00 for Option 1, $977,914.00 for Option 2, and
$1,026,810.00 for Option 3). The addition of the foreseeable costs results in an increase of Bidder A’s total bid for Alternative 1 by $2,936,071.00. The adjusted evaluated total for Alternative 1 of $5,186,071.00 is the amount considered for award. No adjustment is made to the bid for Alternative 2.
Bidder B bids $3,500,000.00 for Alternative 1 comprised of: $750,000.00 for the Base, $750,000.00 for Option 1, $1,000,000.00 for Option 2, and
$1,000,000.00 for Option 3. The same adjustment amount of $2,936,071.00 is made to the Alternative 1 bid of Bidder B. The adjusted evaluated total for
Alternative 1 of $6,436,071.00 is the amount considered for award. For
Alternative 2, Bidder B bids $5,500,000.00 comprised of: $1,000,000.00 for the Base, $1,000,000.00 for Option 1, $1,500,000.00 for Option 2, and
$2,000,000.00 for Option 3. No adjustment is made to Bidder B’s Alternative 2 bid. The table below summarizes the bids for this hypothetical.
Hypothetical 1 - Bid Table
Bidders FY15
(Base +
Option 1)
FY15
Adjustment
(Base +
Option 1)
FY16
Option
FY17
Option
FY16 &
FY17
Adjustment
For
Options 2
& 3
Total Bid
Bid prices utilized in this hypothetical are intended solely to illustrate the bid evaluation process.
Bidder A
Alternate
$1M $931,347 $500K $750K $2,004,724 $5,186,071
Bidder A
Alternate
$3.2M $0 $1M $2M $0 $6,200,000
Bidder B
Alternate
$1.5M $931,347 $1M $1M $2,004,724 $6,436,071
Bidder B
Alternate
$2M $0 $1.5M $2M $0 $5,500,000
In this hypothetical scenario, based on FAR 52.214-19, Bidder A whose total evaluated bid amount of $5,186,071.00 for Alternative 1, as the lowest price bid, is the most advantageous to the Government would receive the award. The contract award price, however, would reflect the pre-adjusted amount of
$2,250,000.00.
HYPOTHETICAL 2:
Bidder A bids $2,750,000.00 for Alternative 1 comprised of: $500,000.00 for the Base, $500,000.00 for Option 1, $1,000,000.00 for Option 2, and
$750,000.00 for Option 3. The Alternative 1 bid is adjusted to include foreseeable costs to the Government attendant to disposal at SF-DODs as follows: $931,347.00 is added to the Alternative 1 Base bid and $2,004,724.00 is added to the sum of Alternative 1 Option 2 and Option 3 bids ($977,914.00 for Option 2 and $1,026,810.00 for Option 3). The addition of the foreseeable costs results in an increase of Bidder A’s total bid for Alternative 1 by
$2,936,071.00. The adjusted evaluated total for Alternative 1 of
$4,686,071.00 is the amount considered for award. For Alternative 2, Bidder
A bids $5,000,000.00. No adjustment is made to the bid for Alternative 2.
Bidder B bids $2,500,000.00 for Alternative 1 comprised of: $375,000.00 for the Base, $375,000.00 for Option 1, $750,000.00 for Option 2, and
$1,000,000.00 for Option 3. The same adjustment amount of $2,936,071.00 is made to the Alternative 1 bid of Bidder B. The adjusted evaluated total for
Alternative 1 of $5,436,071.00 is the amount considered for award. For
Alternative 2, Bidder B bids $4,500,000.00 comprised of: $700,000.00 for the
Base, $300,000.00 for Option 1, $1,500,000.00 for Option 2, and $2,000,000.00 for Option 3. No adjustment is made to Bidder B’s Alternative 2 bid. The table below summarizes the bids for this hypothetical.
Hypothetical 2 - Bid Table
Bidders FY15
(Base +
Option 1)
FY15
Adjustment
(Base +
Option 1)
FY16
Option
FY17
Option
FY16 &
FY17
Adjustment
For
Options 2
& 3
Total Bid
Bidder A
Alternate 1
$1M $931,347 $1M $750K $2,004,724 $5,686,071
Bidder A
Alternate 2
$1.5M $0 $1.5M $2M $0 $5,000,000
Bidder B
Alternate 1
$750K $931,347 $750K $1M $2,004,724 $5,436,071
Bidder B
Alternate 2
$1M $0 $1.5M $2M $0 $4,500,000
In this hypothetical scenario, based on FAR 52.214-19, Bidder B whose evaluated bid of $4,500,000.00 for Alternative 2, as the lowest price bid, is the most advantageous to the Government would receive the award. The contract award price would be $4,500,000.00 as no price adjustment was made to the Alternative 2 bids.
(i) Any agency fraud hotline poster or Department of Homeland Security (DHS) fraud hotline poster identified in paragraph (b)(3) of this clause; and
(ii) Any DHS fraud hotline poster subsequently identified by the Contracting Officer.
(2) Additionally, if the Contractor maintains a company website as a method of providing information to employees, the Contractor shall display an electronic version of the poster(s) at the website.
(3) Any required posters may be obtained as follows:
Poster(s) Obtain from http://www.dodig.mil/hotline/htoline7.htm
(i) Appropriate agency name(s) and/or title of applicable Department of Homeland Security fraud hotline poster);
and
(ii) The website(s) or other contact information for obtaining the poster(s).)
(c) If the Contractor has implemented a business ethics and conduct awareness program, including a reporting mechanism, such as a hotline poster, then the Contractor need not display any agency fraud hotline posters as required in paragraph (b) of this clause, other than any required DHS posters.
(d) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (d), in all subcontracts that exceed $5,000,000, except when the subcontract--
(1) Is for the acquisition of a commercial item; or
(2) Is performed entirely outside the United States.
(End of clause)
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)
The Contractor shall be required to (a) commence work under this contract within 5 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 145 calendar days after receipt of notice to proceed. The time stated for completion shall include final cleanup of the premises.
(End of clause)
52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 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 $2,600 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.
(End of clause) http://www.dodig.mil/hotline/htoline7.htm
L3ET9DVD
Highlight
Oakland Inner & Outer Harbor FY15 O&M Dredging Project
Oakland Inner & Outer Harbor Channel Maintenance Dredging Project
Technical Specification Sections
TABLE OF CONTENTS
DIVISION 1 - GENERAL REQUIREMENTS
Section 01 11 00 Summary of Work
Section 01 22 00.00 10 Measurement and Payment
Section 01 32 01.00 10 Project Schedule
Section 01 32 23 Hydrographic Surveying
Section 01 33 00 Submittal Procedures and Submittal Registers
Section 01 35 26 Government Safety Requirements (Dredging)
Section 01 45 00.00 10 Quality Control
Section 01 45 00.10 10 Quality Control System (QCS)
Section 01 50 00 Temporary Construction Facilities and Controls
Section 01 57 20.00 10 Environmental Protection
DIVISION 35 – WATERWAY & MARINE CONSTRUCTION
Section 35 20 23 Dredging
Section 35 20 23.13 Scow Ullage Profile
Section 35 20 24 Aquatic Disposal
APPENDICES
Appendix 01 CZMA CD CN Letter of Approval - O&M Dredging for
Calendar Years 2015-2017
Appendix 02 Water Quality Certification – O&M Dredging 2015-2019
Appendix 03 Safety Checklists for Floating Plant and Mobile
Construction Equipment Inspection
Appendix 04 Scow Certification Checklist
Appendix 05 Dredge Monitoring System Operational Requirements
(DDLS)
Appendix 06 Worker's Compensation Claims
Appendix 07 Dredged Material Disposal Site Log (DMDSL)
Appendix 08 Ocean Disposal Site SF-DODS Conditions
Appendix 09 Summary Guide for Completing USACE Contractor
Monthly Summary Record of Injuries/Illnesses & Work
Hour Exposure
Appendix 10 Montezuma Information to Bidders
Appendix 11 Acronyms List
Appendix 12 Not Used
Appendix 13 EPA 40 CFR Part 228
Appendix 14 Not Used
Appendix 15 Eelgrass Maps
Appendix 16 SF-DODS Location Map
Appendix 17 Daily Biological Observation Log
Appendix 18 Water Quality Monitoring Plan
Section 01 11 00 Page 1
SECTION TABLE OF CONTENTS
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
1.1.1 Project Description
1.2 EXISTING WORK (NOT USED)
1.3 LOCATION OF UNDERGROUND FACILITIES
1.4 PERMITS
1.5 ORDER OF WORK
1.5.1 General
1.5.2 Time Restrictions
1.6 PUBLIC SAFETY
1.7 MEETINGS
1.7.1 Preconstruction Conference
1.7.2 Weekly Meetings
1.8 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS
1.9 LAYOUT OF WORK
1.10 SAFETY OF STRUCTURES
1.11 CONTRACTOR PERFORMANCE EVALUATIONS
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED
Section 01 11 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK
1 PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
This section describes the project specific work to be completed under the contract and the project specific restrictions that apply to the contract.
The prosecution of work shall ensure the stability of piers, bulkheads, and other structures lying on or adjacent to the site of the work, insofar as structures may be jeopardized by dredging operations.
1.1.1 Project Description
The work includes a Base Year dredging cycle, plus two additional years for the annual maintenance dredging cycles for Reaches 1 through 10 of the
Oakland Harbor federal navigation channel. The Oakland Harbor annual maintenance dredging cycle occurs during the environmental work window between 1 August and 30 November. See Para. 1.5.2 for exceptions to the environmental work window. The bid schedule includes the estimated volumes of dredged material for a project contract depth of -50-ft (MLLW) plus 1-ft of paid overdepth prism to be excavated from the Oakland Inner and Outer
Harbor and transported and disposed at the Government-furnished Ocean
Disposal site, SF-DODS, or at a fully permitted upland site of the
Contractor’s choosing. Bidders shall submit bids for the Government– furnished Ocean Disposal site and a Contractor-furnished upland disposal site(s).
All dredging, material transportation, and material disposal shall be in accordance with the project plans, specifications, permits, regulatory guidance, applicable contract clauses, and appendices in this contract.
1.2 EXISTING WORK
Not Used.
1.3 LOCATION OF UNDERGROUND FACILITIES
The Contractor shall obtain digging permits prior to start of excavation where existing underground utilities or utilities encased in pier structures are discovered. The Contractor shall verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. The Contractor shall verify elevations before conducting new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
Section 01 11 00 Page 3
1.4 PERMITS
In coordination with "FAR 52.236-7, Permits and Responsibilities," The
Contractor is obligated to obtain and comply with all licenses and permits required by Federal, State, and local laws, codes, and regulations. The
Government has obtained the Coastal Zone Management Act Consistency Notice
(Appendix 1) and the certification from the State Regional Water Quality
Control Board (Appendix 2), for dredging and disposal of dredged material in the Government-furnished disposal areas. The Contractor shall be responsible for making his own arrangements for permits, other than those listed herein, required for completing the work under this contract.
1.5 ORDER OF WORK
1.5.1 General
The Contractor shall mobilize adequate labor, equipment, materials, and supplies and make a determined and continuous effort to complete the contract work within the period of performance specified on the Form 1442.
1.5.2 Time Restrictions
1.5.2.1 Alternative 1 FY 2015:
Due to environmental constraints, disposal operations at SF-DODS are only authorized to occur between 1 June 2015 and 1 December 2015. Any remaining dredging and disposal operations required to complete the work in the
Oakland Inner and Outer Harbor after 30 November shall be placed at a fully permitted upland site at the price per yard bid for disposal at SFDODS.
1.5.2.2 Alternative 2:
In the event that the responsive responsible bid received in accordance with
FAR 52-214-19 is determined to be a bid submitted for Alternative 2, Paragraph 1.5.2.1 is not applicable.
1.5.2.3 Option:
Due to environmental constraints disposal operations at SF-DODS are only authorized to occur between 1 June and 1 December of the respective calendar years covered by the options. Any remaining dredging and disposal operations required to complete the work in the Oakland Inner and Outer Harbor after 30
November of the respective calendar year covered by the option shall be placed at a fully permitted upland site at the price per yard bid for disposal at SFDODS for the year covered by the option.
1.5.2.4 Additional Environmental Restrictions
For all work under Awarded under Alternative 1 or Alternative 2 plus the
Option, if exercised, see Section 01 57 20 ENVIRONMENTAL PROTECTION, Para.
3.11 Training of Contractor Personnel for additional requirements after 30
November. All dredging and disposal operations shall be in accordance with the regulatory guidance included in the appendices of these specifications.
Section 01 11 00 Page 4
Due to environmental constraints, dredging and disposal at SF-DODS operations are only authorized to occur between 1 August 2015 and 1 December
2015. All remaining dredging and disposal operations shall continue past 30
November with placement at a beneficial use upland site. All dredging and disposal operations shall be in accordance with the regulatory guidance included in the appendices of these specifications. If awarded, all Option work that includes dredging and disposal operations at SF-DODS must be completed before 1 December in any year without exception. All remaining
Option work dredging operations shall continue past 30 November with placement at a permitted beneficial use upland site. See Section 01 57 20
ENVIRONMENTAL PROTECTION, Para. 3.11 for additional requirements after 30
November.
1.6 PUBLIC SAFETY
The Contractor shall provide guard personnel as required to provide protection in the interest of public safety. Whenever the Contractor's operations create a condition hazardous to the public, he shall furnish at his own expense and without cost to the Government, such guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered, and he shall furnish, erect, or maintain such lights, signs and other devices as are necessary to prevent accidents and to avoid damage or injury to the public. Flagmen and guards, while on duty and assigned to give warning to the public that the dredging is being accomplished, and of any dangerous conditions to be encountered as a result thereof, shall be equipped with appropriate safety equipment and a red flag.
Signs, flags, lights, and other warning and safety devices shall conform to applicable city, county, and state requirements. Should the Contractor appear to be negligent in furnishing adequate warning and protective measures, the Contracting Officer will direct attention to the existence of a hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor without additional cost to the
Government. The installation of any general illumination shall not relieve the Contractor of his responsibility for furnishing and maintaining all devices necessary to provide protection to all parties concerned.
1.7 MEETINGS
1.7.1 Preconstruction Conference
After award of contract, a pre-dredging conference will be held at such time and location as determined by the Contracting Officer for purposes of discussing and developing mutual understanding between the Contracting
Officer or the authorized Contracting Officer's Representative and the
Contractor's Representatives regarding the terms, conditions, and requirements of the contract. Members of the conference from the Government will include the quality assurance staff, the Contracting Officer, or an authorized representative, and construction staff. Members from the
Contractor shall include the dredge master, chief hydrographic surveyor, and the quality control staff. The discussion will include, but will not be limited to, the following:
-Contractor supervisory and quality control project staff
-Correspondence procedures
Section 01 22 00.00 10 Page 1
SECTION TABLE OF CONTENTS
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01 22 00.00 10
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 CONTRACT ADMINISTRATION
1.1.1 Unit of Payment
1.1.2 Estimated Quantities
1.1.3 Payable Quantity
1.1.4 Anticipated Dredge Quantities
1.1.5 Unit Price
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
3.1 MEASUREMENT AND PAYMENT
3.1.1 Mobilization and Demobilization, CLIN 0001, 00034, and
00056
3.1.2 Dredging and placement of Materials, CLINS 0002, 00043, 0005, and 00067
3.2 QUANTITY SURVEYS
Section 01 22 00.00 10 Page 2
SECTION 01 22 00.00 10
MEASUREMENT AND PAYMENT
04/06
PART 1 GENERAL
1.1 CONTRACT ADMINISTRATION
1.1.1 Unit for Payment
Payment will be at the contract unit price per cubic yard, multiplied by total cubic yards of the Allowable (Paid) Overdepth Prism and Required Dredge
Prism. For dredge prism definitions, see Section 35 20 23 DREDGING. Include a bid unit price per cubic yard of dredging based on the quantity as specified or indicated.
1.1.2 Estimated Quantities
The total estimated Base quantity of dredged material, and the Optional quantity in the Base year to provide a depth of -50-ft plus 1-ft of payable overdepth, and the estimated Optional quantities of dredged material in each additional year to provide a depth of -50-ft plus 1-ft of payable overdepth volume from the Oakland Inner and Outer Harbor are volume calculations bounded by the Required Dredge Prism and the Allowable (Paid) Overdepth Prism as defined in Section 35 20 23 1.5.2 DREDGING.
The computations for the estimated quantities for the Base and Option 1 work were calculated using Standard Hypack TIN to LNW, Contour Method, and then projected to the estimated before-dredge survey date for each reach. The projected shoal rates for each reach are based on historical survey averages.
The estimated quantities for the Option 12 and Option 23 work are based on the calculated quantities for the Base work. The projected shoal rates for each reach are based on historical survey averages.
The estimated quantities shown in the Bid Schedule do not include available side slope material outside of the channel toes; however, the Contractor will be paid for the volume of dredge material removed above the side slopes based on the difference between the Before-Dredge and After-Dredge Surveys, and will be paid at the unit price for project depth dredging.
Contractor may dredge box cuts to capture anticipated material that sloughs into channel dredging prism. See Typical Dredging Section detail on Drawing
Sheet G1 and Sketch 1.1.2 of this Section for allowable box cut details. All box cuts are made at the Contractor’s risk. All sloughed material from the
Side Slopes above the neat line of the side slopes will be paid at the unit price for project depth material.
file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/35%2020%2023.doc file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/35%2020%2023%201.5.1.doc
Section 01 22 00.00 10 Page 3
1.1.3 Payable Quantity
The payable quantity is the difference between the available material shown in the Before-Dredge surveys and the quantity remaining found in the After-
Dredge surveys. For Before-Dredge and After-Dredge Surveys, see Section 01 32
23 HYDROGRAPHIC SURVEY. For dredging prisms, see definitions, Section 35 20
23 DREDGING. Payable quantities shall only be computed for the required
Dredge Prism, the Allowable (Paid) Dredge Prism, and the Side Slopes above the neat line of the side slopes.
1.1.4 Anticipated Dredge Quantities
After the Before-Dredge survey has been performed for each reach, the
Contractor will be responsible for all shoaling during the execution of the dredging in each reach and this should be reflected in the Contractor’s bid proposal. Any difference in the bid quantities that occur as a result of shoaling or the configuration of the shoaling following the issuance of the solicitation and before the Before-Dredge survey is performed shall be resolved solely in accordance with the provisions of the FAR Clause 52.211-
18, Variations in Estimated Quantities.
1.1.5 Unit Price
In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/01%2032%2023.doc file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/01%2032%2023.doc file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/35%2020%2023.doc file://Spn-fs4sfo.spd.ds.usace.army.mil/cespn/BRANCH_FOLDERS/ENGINEERING/Civil_Design/Oakland2012_Inner&Outer_O&M/35%2020%2023.doc
Section 01 22 00.00 10 Page 4 shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 MEASUREMENT AND PAYMENT
3.1.1 Mobilization and Demobilization, CLINS 0001, 00034, and 00056
a. Measurement and payment for mobilization and demobilization will be considered complete and full compensation, and will be paid at the
Contract lump sum price, for the effort and cost to transport to and from the job site(s) all necessary serviceable Contractor plant including related equipment, fuel, supplies, and personnel required for its operation for all work associated with contract CLINS 0002, 0003, 00045, and 00067. Plant subject to pre-work safety inspection requirements will not be considered "mobilized" until such equipment is determined to be in compliance by the Government.
b. Payment for mobilization and demobilization will be made in accordance with DFARS 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION
(DEC 1991), Section 00 72 00 Contract Clauses.
3.1.2 Dredging and Placement of Materials, CLINS 0002, 0003, 00045, and
00067
a. Measurement and payment for the bid item referenced in the title above will be considered complete and full compensation for the effort and cost to excavate the entire dredging pay areas to not less than the
"required dredging depth" as shown on the drawings, will be paid at the unit price (cubic yard of dredged material) for this item.
b. The Government will determine cubic yardage quantities for payment by taking before-dredge and after-dredge surveys. Measurement shall be made as stated in paragraph 3.2 QUANTITY SURVEYS.
3.2 QUANTITY SURVEYS
a. The Government will determine cubic yard quantities for payment by taking before-dredge and after-dredge surveys utilizing electronic depth sounding and horizontal positioning equipment. Sounding depths used for determination of pay quantity volumes will generally be derived from surveys utilizing 208 kHz multi-beam acoustic methods.
However, the Government reserves the right to take soundings by any method, including: leadline, or trigonometric leveling (total station)/differential leveling; the same method will be used for the before and after survey of a given reach. As required, data from land surveys will be obtained and incorporated into the volume computation.
The dredging pay area is defined by intersection of the maximum dredging pay depth and the dredging pay slope as shown by the
Section 01 22 00.00 10 Page 5
Descriptive Sketch in 1.1.2. The number of cubic yards calculated as being payable shall be the difference between the most recent before-dredge and after-dredge surveys of the dredging pay area or applicable acceptance area. Any material removed from outside the maximum dredging prism will not be considered for payment. Accuracy(ies) will be in accordance with stated quality control values in USACE
Hydrographic Surveying Manual EM-1110-2-1003 (April 2004 Change 1
Edition). At the request of the Contractor, the Government will provide the survey line files by which surveys are run.
b. Government Equipment. The following survey equipment will be used by the Government Survey Crew during the collection of sounding data:
Reson 7125 Multi-beam dual frequency a 208khz transducer
Reson T20P Multi-beam dual frequency a 208khz transducer
Trimble DSM232 DGPS Receiver
Trimble HPB450 450 MHz radio modem
Applantix POSMV 320 heave compensator
Note: The Government will be available at the request of the
Contractor to run check surveys between the Contractor's and
Government's survey vessels prior to the start of work.
c. Cubic yard volumes will be computed by comparing the Government's before-dredge and after-dredge soundings against the channel design template. The Government intends to use Hypack software to compute pay volumes using the Triangulated Irregular Network (TIN) surface volume computation method. Computed pay volumes will be the difference between the TIN to CHANNEL computation of the after-dredge survey, and the TIN to CHANNEL computation of the before-dredge survey. No adjustments will be made for infill material from any cause during construction in any reach.
d. Actual material removed from the side slope is considered payable as long as it is within the maximum dredging pay prism as determined by the before-dredge hydrographic survey data. The maximum dredging pay prism assumes side slopes projected upward from the maximum payline depth at slopes shown on the Contract drawing, regardless of whether it is found to be representative of the actual side slope conditions after dredging (see Descriptive Sketch in 1.1.2).
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