B.08.02_W9123719T0028.pdf
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- Barge 96 Dry Dock Federal contract opportunity
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- W9123719T0028
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Solicitation W9123719T0028
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SEE ADDENDUM
(No Collect Calls)
W9123719T0028 30-May-2019
b. TELEPHONE NUMBER
304.399.5183
8. OFFER DUE DATE/LOCAL TIME
05:30 PM 20 Jun 2019
5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA – FAR (48 CFR) 53.212
(TYPE OR PRINT)
(SIGNATURE OF CONTRACTING OFFICER)
ADDENDA ARE
26. TOTAL AWARD AMOUNT (For Gov t. Use Only )
23.
CODE 10. THIS ACQUISITION IS
SUCH ADDRESS IN OFFER
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT
BELOW IS CHECKED
TELEPHONE NO.
W912379. ISSUED BY
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK
7. FOR SOLICITATION
INFORMATION CALL:
a. NAME
COREY A BLACK
2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER
(TYPE OR PRINT)
30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER
30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA
0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.
25. ACCOUNTING AND APPROPRIATION DATA
1. REQUISITION NUMBER
20.
ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.
OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
W81F8E90291476
ARE NOT ATTACHED
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED
(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE
SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:
. YOUR OFFER ON SOLICITATION
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
% FOR:SET ASIDE:UNRESTRICTED OR X
SMALL BUSINESSX
17a.CONTRACTOR/ CODE FACILITY
OFFEROR CODE
USACE, CONTRACTING DIVISION
COREY BLACK, 502 8TH STREET
HUNTINGTON WV 25701
18a. PAYMENT WILL BE MADE BY CODE
RATED ORDER UNDER
DPAS (15 CFR 700)
13a. THIS CONTRACT IS A
13b. RATING
CODE15. DELIVER TO CODE H142A00 16. ADMINISTERED BY
12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
14. METHOD OF SOLICITATION
RFQ IFB RFPX
PITTSBURGH ENGINEER WAREHOUSE
3500 GRAND AVENUE
PITTSBURGH PA 15225
TEL: FAX:
304-399-5281FAX:
TEL: 304-399-5348 SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
8(A)
HUBZONE SMALL
BUSINESS
SIZE STANDARD:
1,250
NAICS:
336611
X
OFFER DATED
29. AWARD OF CONTRACT: REF.
DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND
EMAIL:
TEL:
31c. DATE SIGNED
SEE SCHEDULE
SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT
24.22.21.19.
WOMEN-OWNED SMALL BUSINESS (WOSB)
ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
EDWOSB
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
(CONTINUED)
PAGE 2 OF94
ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED
32b. SIGNATURE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE
37. CHECK NUMBER
FINALPARTIALCOMPLETE
36. PAYMENT35. AMOUNT VERIFIED
CORRECT FOR
34. VOUCHER NUMBER
FINAL
33. SHIP NUMBER
PARTIAL
38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE
42a. RECEIVED BY (Print)
42b. RECEIVED AT (Location)
42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS
STANDARD FORM 1449 (REV. 2/2012) BACK
Prescribed by GSA – FAR (48 CFR) 53.212
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
SEE SCHEDULE
20.
SCHEDULE OF SUPPLIES/ SERVICES
21.
QUANTITY UNIT
22. 23.
UNIT PRICE
24.
AMOUNT
19.
ITEM NO.
DECK CARGO BARGE 96 DRY DOCK AND REPAIR
Section SF 1449 - CONTINUATION SHEET
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Towing and Drydock
FFP
Refer to Section I, Part 1.2.3.1. of the Performance Work Statement below.
FOB: Destination
MILSTRIP: W81F8E90291476
PURCHASE REQUEST NUMBER: W81F8E90291476
NET AMT
0002 1 Job Hull Repair
FFP
Refer to Section V, Part 3.3 of the Performance Work Statement below.
FOB: Destination
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0003 4 Each Corner Repair
FFP
Refer to Section V, Part 3.4 of the Performance Work Statement below.
FOB: Destination
0004 4 Each Spudwell Fabrication & Installation
FFP
Refer to Section V, Part 3.5 of the Performance Work Statement below.
FOB: Destination
0005 500 Linear
Foot
Hull Weld Seam Repair
FFP
Refer to Section V, Part 3.6 of the Performance Work Statement below.
FOB: Destination
0006 1 Job Exterior Hull Surface Preparation
FFP
Refer to Section VI, Parts 3.2, 3.3, 3.5, and 3.6.1.1 of the Performance Work Statement below.
FOB: Destination
0007 1 Job Deck Surface Preparation
FFP
Refer to Section VI, Parts 3.4, 3.6.1.1, and 3.6.2.2. of the Performance Work Statement below.
FOB: Destination
INSTRUCTIONS TO OFFERORS
The Government intends to award one firm-fixed price commercial service contract.
The award will be based on low-price. Prospective offerors must complete the information below.
Unique Entity Identifier (formerly DUNS): ___________________________
TAX ID: ________________________
IMPORTANT NOTICE: Effective September 26, 2018 and in accordance with FAR 4.1102, offerors are required to have an active registration at https://www.sam.gov/SAM/ at the time an offer or quotation is submitted, to include completion of electronic representations and certifications. Offers from vendors that are not active in SAM or that have not completed the electronic representations and certifications at the time the offer is submitted will not be accepted.
Vendors are highly encouraged to check their registration status and plan accordingly prior to submitting an offer.
Please note, as of April 2018, GSA’s System for Award Management (SAM) system is requiring new registrations and renewals of existing registrations to submit an original, signed notarized letter identifying the authorized Entity Administrator. The notarized letter is not to be submitted to the Huntington Contracting Office as it is not our requirement. Contact the supporting Federal Service Desk at http://www.fsd.gov, or by telephone at 866-606-8220 (toll free) or 334-206-7828 (internationally) Monday through Friday from 8 a.m. to 8 p.m. (EDT), for FREE assistance.
Effective June 29, 2018 vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM. Vendors can check whether an account is active by performing a query by their CAGE or Unique Entity Identifier (known as DUNS). Vendors are highly encouraged to begin registering as soon as possible in order to be considered for contract awards. Remember, there is no cost to use SAM. To find out additional information about the changes of the SAM registration process, contractors should visit the Frequently Asked Questions (FAQ) link located at the top of the SAM homepage (https://www.sam.gov/SAM/).
Please direct all questions to Corey Black at (304) 399-5348 or corey.a.black@usace.army.mil. THE SOLICITATION AND RESULTING CONTRACT
SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.
QUOTES CAN BE FAXED OR E-MAILED TO Corey Black at (304) 399-5281 or corey.a.black@usace.army.mil. Mailed offers will not be accepted.
CONTRACTOR FEEDBACK. Help us in BUILDING STRONG. Please provide us with your feedback, comments and recommendations for improvement by visiting our
Interactive Customer Evaluation (ICE) Website at:
http://ice.disa.mil/index.cfm?fa=card&service_provider_id=110826&site_id=856&service _category_id=14
Per FAR Provision 52.211‐6, Brand Name or Equal, if proposing an equivalent item for any of the brand name items identified in the Performance Work Statement or on the drawings provided, identify the name and manufacturer of the proposed equivalent system below. The Contractor is responsible for furnishing descriptive literature demonstrating the system identified below meets the requirements specified in the solicitation.
Brand Name or Equal-Quoting on: Galvotec Magnesium Anodes, Model GA-MG-H-22
Manufactured by: ________________________________________
Brand Name or Equal-Quoting on: Carboline Carboguard 60 coating
Manufactured by: ________________________________________
Brand Name or Equal-Quoting on: Carboline Carbozinc 85 primer
Manufactured by: ________________________________________
Brand Name or Equal-Quoting on: Carboline Carboguard 868 Non-Skid coating
Manufactured by: ________________________________________
Brand Name or Equal-Quoting on: Carboline Carbothane 134 HG coating
Manufactured by: ________________________________________
Brand Name or Equal-Quoting on: Devoe Coatings Preprime 167 primer
Manufactured by: ________________________________________
PERFORMANCE WORK STATEMENT
SECTION I: DRYDOCK AND REPAIR OF DECK CARGO BARGE 96
PART 1 GENERAL
This section addresses the general requirements applicable to the performance of the work under this contract. These requirements are in addition to those specified in other sections of the contract.
1. INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS
1.1. LOCATION AND DESCRIPTION OF WORK
1.1.1. Location. Deck Cargo Barge 96 is located at the U.S. Army Corps of Engineers Pittsburgh Engineer Warehouse and Repairs Shops, Neville Island, Pennsylvania, at River Mile 7.5, Main Channel, Ohio River.
1.1.2. Description of Work. The work consists of dry-docking and repairing the vessel, including transporting the vessel to the Contractor's facility and returning the vessel to the Government facility upon completion of repairs.
1.2. SCOPE OF WORK
1.2.1. These specifications cover the requirements for dry-dock and repair of the Government owned and operated Deck Cargo Barge 96. The work to be performed under this contract consists of furnishing all plant, labor, materials, equipment and transportation thereof, and performing all operations required to make repairs to the vessel as specified herein. Work includes: replacing rusted and/or damaged steel, modifying/adding miscellaneous steel, sandblasting the entire exterior hull of the barge, and painting the barge as outlined in these specifications. All work shall be in accordance with U.S. Coast Guard (USCG) and American Bureau of Shipping (ABS) Regulations and Standards where applicable. The Contractor shall furnish the necessary facilities for movement of the vessel.
Should the removal or shifting of any parts of the barge be necessary for carrying out the repairs specified, the same shall be done by the Contractor and all such removals shall be subsequently replaced and any damage or loss resulting there from shall be restored by the Contractor at its own expense. While the barge is in the Contractor's possession, the Contractor shall be responsible for any loss or damages. The Contractor shall construct temporary cover and take the necessary precautions as necessary to prevent delays resulting from weather.
1.2.2. All additional recommended work identified after contract award throughout the performance of the contract, including condition reports, shall be submitted in writing to the COR (Contracting Officer Representative).
The report(s) shall only include the recommended work and shall not include any costs at the time of submission in order to facilitate an independent estimate by the Government. The Government shall determine if a contract modification shall be pursued based on condition reports, physical inspections, and availability of funding. If it is determined that a modification will be issued to cover the recommended work, the Government will then request a quote for the cost thereof.
1.2.3. Deck Cargo Barge 96 was built by Twin City Shipyard, Inc., St. Paul, Minnesota in 1984. The barge is of all steel, welded construction and is used in the maintenance and repair of hydraulic structures for the Great Lakes and Ohio River Division, U.S. Army Corps of Engineers. Principal dimensions of the vessels are as follows:
Displacement (Lightship): 167,000 Lbs.
LOA: 110'-0"
Beam: 26'-0" Depth Amidships (Molded): 7'-0"
Work Tasks – The repairs required on Barge 96 includes the following:
1.2.3.1. Dry-dock (CLIN 0001) The barge shall be dry-docked at the site where repairs are to be made prior to commencement of the repair work specified in this Contract. The Contractor shall dry-dock the barge in accordance with the attached drawing 394-H140-B001 entitled “GENERAL ARRANGEMENT” (Exhibit 1). The Contractor shall be responsible for properly positioning the supporting blocks so that the barge will not be damaged.
The blocks shall be set to bear on frames or bulkheads of the hull, and the barge shall be supported with the bottom of the hull high enough above the floor to allow all work to be accomplished. As a minimum, the Contractor shall provide blocking at each of the transverse frames in three locations: port, starboard and centerline. The dry-dock and/or other places where work under this work order is being performed shall be kept clean and free of expended blasting abrasives, scrap metal, water, scrap lumber, and other debris. All air hoses, water hoses, and electrical extension cables on or about the barge shall be maintained in a neat, orderly, and workman like fashion.
1.2.3.1.1. The Contractor shall remove and relocate dry- docking blocks and/or supports, or refloat and re-dry-dock the vessel as needed at no additional cost to the Government in order to ensure complete coverage in cleaning and painting or for any other work as specified herein. Prior to doing so, the Contractor shall notify the COR of the plan to relocate the blocks to adequately support the vessel.
1.2.3.1.2. Towing to and from the Contractor’s facility shall be included in this CLIN, which price shall include all costs in connection with the movement of the vessel, wharfage, tonnage, dockage, mooring lines, and other similar expenses. All towing and shifting at the repair facility is the Contractor’s responsibility and shall be included.
1.2.3.1.3. Access. As part of the dry-dock of the vessel, access to the vessel once on dock will be by conventional stairs secured at the main deck of the vessel.
1.3. CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS
a. The Government will provide the Contractor, without charge, one (1) set of drawings and specifications in electronic format except publications incorporated into the technical provisions by reference.
b. The work shall conform to the specifications and the contract drawings identified on the following index of drawings:
Title Drawing No.
GENERAL ARRANGEMENT 394 H140-B001
MAIN DK. SCANTLINGS BETWEEN RAKES 394 H200-B001
BOTTOM SCANTLINGS BETWEEN RAKES 394 H200-B002
SIDE SHELL SCANTLINGS 394 H200-B003
RAKE MAIN DK. & BOTTOM SCANTLINGS 394 H200-B004
MIDSHIP SECTION / TRANSV. BHD. 394 H210-B001
RAKE STRUCTURAL DETAILS 394 H210-B002
CARGO BOX DETAILS 394 H210-B003
MISCELLANEOUS DETAILS 394 H250-B001
MISCELLANEOUS HULL DETAILS 399-H210-B004
SPUD AND SPUDWELL ARRANGEMENT AND DETAIL 399-H700-A001
1.3.1. Contract Drawings – General
The contract drawings reflect the work to be performed under this contract. The Contractor shall check all drawings immediately upon receipt, and verify the figures, dimensions, and representation of the work. The Contractor shall compare all drawings and verify the figures before laying out the work. Dimensions marked on drawings shall, in general, be followed in preference to scale measurements. The Contractor shall promptly notify the COR of any discrepancies, and shall be responsible for any errors which might have been avoided by complying with this paragraph. Any omissions from the contract drawings and specifications or incorrect description of details of the work which are manifestly necessary to carry out the intent of the contract drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or incorrectly described details of work, but shall be performed as if fully and correctly set forth and described in the contract drawings and specifications. Unless otherwise noted, dimensions and elevations, and other features shown on contract drawings are based on site surveys and measurements, and As-Built drawings. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown on the contract drawings which are based on the reference drawings, and it shall be the responsibility of the Contractor to verify all elevations and the dimensions shown by measurements in the field, at no additional cost to the Government.
1.4. SUBMITTALS
Government approval is required for submittals with a “G” designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
1.4.1. Transportation Plan; G
The Contractor shall furnish a description of the vessel it proposes to utilize for transportation of Deck Cargo Barge 96 from and to the Government Facility. The description shall include type, size and horsepower rating of vessel, method of securing the barge, and methods for protecting the finished coating from damage prior to acceptance by the Government at the destination.
1.4.2. Dry-Dock Plan; G
The Contractor shall furnish a dry docking plan depicting location of dry- docking blocks and supports. Refer to
GENERAL ARRANGEMENT DRAWING #394 H140-B001.
1.5. INSPECTIONS AND ACCEPTANCE OF WORK
Notwithstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer or his authorized representative shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated.
1.6. Access to Work
The Contractor shall provide safe access to all work area for inspection by the Government.
1.7. SAFETY AND HEALTH REQUIREMENTS GENERAL
The Contractor shall perform all work in accordance with the US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. The Contractor shall conform to the U.S. Coast Guard (USGC) and U.S.
Occupational Safety and Health Requirements Standards (OSHA) regarding shipyard employees. The Contractor shall provide suitable ladders, gangways, and scaffolds for access to the job. Such equipment considered unsafe or inadequate by the COR shall be removed and replaced by the Contractor with equipment that conforms to the above requirements at no additional cost to the Government.
1.8. INSPECTION BY PROSPECTIVE OFFERORS
Prospective offerors are advised and encouraged to inspect the vessel prior to submittal of their offers. To arrange an inspection contact Mr. Robert Coward, Regional Rivers Repair Fleet, telephone (412) 395-7605 during normal business hours. Normal business hours are 0800-1630 EDT, Monday through Friday, excluding Federal holidays as identified below. When one of the holidays below falls on a Saturday, the preceding Friday is observed as the holiday. When one of the holidays below falls on a Sunday, the following Monday is observed as the holiday.
New Years Day (January 1st) Martin Luther King Day (3rd Monday in January) President’s Day (3rd Monday in February)
Memorial Day (Last Monday in May) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October)
Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)
PART 2 PRODUCTS
2. PRODUCTS AND PARTS OF STANDARD MANUFACTURE
All materials, supplies and articles furnished so as to be incorporated into the work under this contract shall be new and shall, whenever so specified and otherwise practicable, be standard products of recognized reputable manufacturers. Standard products of manufacturers other than those specified will be accepted when it is proven to the satisfaction of the Contracting Officer, in accordance with the Section "MATERIAL AND WORKMANSHIP," that they are equal in performance, strength, durability, usefulness and convenience for the purpose intended. Any changes required in the details and dimensions shown on the drawings as a result of the substitution of standard products, other than those provided for, shall be properly made as approved by the Contracting Officer via formal contract modification, and at the expense of the Contractor. All products specified by "similar or equal to" a particular brand name are for descriptive purposes only and are not to imply that the product is available from only that source.
PART 3 EXECUTION
3. EXECUTION OF WORK
3.1. General
The work shall be prosecuted in such order of precedence as best suits the Contractor's fabrication and delivery schedule and the following restrictions. The Contractor shall perform the work in a diligent, effective manner, and shall schedule his operations in such a manner that the work is completed on time.
3.2. TESTING
Where testing is specified herein to be performed by the Government, the Government will perform the testing or will have the testing performed at a commercial laboratory at the expense of the Government. Where items or additional samples from items which have been previously tested and approved at the expense of the Government are required to be retested, the Government will bear the costs of such retesting. Where retesting is required because of the failure of previously tested samples, the expenses of all such retesting shall be borne by the Contractor at no extra expense to the Government. The Contractor shall pay for all additional retesting required due to subsequent test failures. Where so required for original testing, retesting will be performed either in the Government laboratories or at such commercial laboratories as may be approved by the COR.
3.3. RECORDS AND REPORTS
All records, test reports and similar documentation produced in connection with quality control operations shall be promptly submitted to the Contracting Officer or his authorized representative as required by the specifications.
3.4 SUSTAINABILITY. The contractor shall meet the recycled content requirements set forth by the Environmental Protection Agency (EPA).
3.4.1 The EPA has identified items that must contain recycled material. The link to the list of EPA-designated recovered material items that must contain recycled material is https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program. The individual products applicable to this contract and that the contractor will ensure have a recycled-content is as follows.
Blasting grit
3.4.2 The Contractor shall meet the BioPreferred Program requirements set forth by USDA. USDA-Designated Biopreferred Program Product Categories are listed at the USDA website http://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml.
The individual products applicable to this contract and that the contractor will ensure have a biobased content include the following.
Greases All other contractor-furnished supplies meeting these requirements
3.4.3 All deliverables shall be printed double sided on paper that contains post-consumer fiber (recycled content).
-- End of Section –
SECTION II: SUBMITTAL PROCEDURES
DRY-DOCK AND REPAIR OF DECK CARGO BARGE 96
1. SUBMITTALS
1.1. SUBMITTAL IDENTIFICATION
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to commencement of the feature of work to which the submittal applies. Submittals shall be in electronic format.
The following submittals are required to be submitted within 30 calendar days after award and are required for approval prior to issuance of Notice to Proceed.
Certificates of Insurance Quality control (QC) plan Transportation Plan Dry-Dock Plan Residual Paint & Blast Media Management and Disposal Plan Welder certificates
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be furnished has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)
Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports.
Daily logs and checklists.
Final acceptance test and operational test procedure.
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.
1.2. SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
1.2.1. Government Approved
Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the COR. These are considered to be "shop drawings."
1.2.2. Information Only
All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Section referred to above.
1.3. APPROVED SUBMITTALS
The COR's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of performance, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory performance of all work. After submittals have been approved by the COR, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
1.4. DISAPPROVED SUBMITTALS
The Contractor shall make all corrections required by the COR and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Section "Changes" shall be given promptly to the Contracting Officer.
1.5. WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be made if required approvals have not been obtained.
1.6. SUBMITTALS
Government approval is required for submittals with a “G” designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with the requirements of this Section:
Submittal Register; G
The Contractor shall submit the Submittal Register, ENG Form 4288, in accordance with the requirements of paragraph "SUBMITTAL REGISTER (ENG Form 4288)".
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
3. GENERAL
The Contractor shall make submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as descriptive literature including (but not limited to) catalog cuts and diagrams; test reports; samples; certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.
3.1. SUBMITTAL REGISTER
Attached separately as Exhibit 2 is a submittal register listing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required.
Prepare and maintain the submittal register as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. Maintain a submittal register for the project in accordance with Section USACE QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.
Column (c): Lists specification section in which submittal is required.
Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.
Column (e): Lists one principal paragraph in specification section where a material or product is specified.
This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements
Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.
3.2. SCHEDULING
Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No price adjustment or time extensions will be allowed for time lost in late submittals. A minimum of 30 calendar days shall be allowed for any required resubmittal.
3.3. TRANSMITTAL FORM (ENG FORM 4025)
The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.
3.4. SUBMITTAL PROCEDURE.
Submittals shall be made as follows:
3.4.1. Submission. All submittal documents shall be provided via email to the Contracting Officer Representative (COR) and within the time period specified for each submittal.
3.4.2. Technical Data and Manufacturer's Literature
Where materials are stocked with the manufacturer, catalog data, including specifications and full descriptive matter, may be submitted as shop drawings. When catalog data includes non-applicable data, the applicable data shall be clearly designated and identified by item number, item name, and name of manufacturer.
3.4.3. Samples
All samples of materials submitted as required by these specifications shall be properly identified and labeled for ready identification.
3.4.4. Deviations
For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.
3.5. CONTROL OF SUBMITTALS
The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."
3.6. GOVERNMENT APPROVED SUBMITTALS
Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Two copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.
3.7. INFORMATION ONLY SUBMITTALS
Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications, will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work, and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.
3.8. STAMPS
Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:
CONTRACTOR
(Firm Name)
_____ Approved
_____ Approved with corrections as noted on submittal data and/or attached sheets(s).
SIGNATURE: __________________________________________________________
TITLE: ______________________________________________________________
DATE: _______________________________________________________________
-- End of Section --
SECTION III: SOURCES FOR REFERENCE PUBLICATIONS
1. REFERENCES
Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization, (e.g., ASTM B 564 Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.
1.1. ORDERING INFORMATION
The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.
Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.
AMERICAN BUREAU OF SHIPPING (ABS)
16855 Northchase Drive Houston, TX 77060 USA Phone: 281-877-5800 Fax: 281-877-5803 E:Mail: ABS-WorldHQ@eagle.org Internet: http://www.eagle.org
AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)
1711 Arlingate Lane P.O. Box 28518 Columbus, OH 43228-0518 Phone: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: webmaster@asnt.org Internet: http://www.asnt.org
AMERICAN SOCIETY FOR QUALITY (ASQ)
600 North Plankinton Avenue Milwaukee, WI 53203 -or- P.O. Box 3005 Milwaukee, WI 53201-3005 Phone: 800-248-1946; 414-272-8575 Fax: 414-272-1734 E-mail: cs@asq.org or help@asq.org Internet: http://www.asq.org
AMERICAN WELDING SOCIETY (AWS)
550 N.W. LeJeune Road Miami, FL 33126 Phone: 800-443-9353; 305-443-9353 Fax: 305-443-7559 E-mail: info@aws.org Internet: http://www.aws.org
ASME INTERNATIONAL (ASME)
Three Park Avenue, M/S 10E New York, NY 10016 Phone: 212-591-7722; 800-843-2763 Fax: 212-591-7674 E-mail: infocentral@asme.org Internet: http://www.asme.org
ASTM INTERNATIONAL (ASTM)
100 Barr Harbor Drive P.O. Box C700 West Conshohocken, PA 19428-2959 Phone: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org
THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)
40 24th Street, 6th Floor Pittsburgh, PA 15222-4656 Phone: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org
NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)
395 E Street, S.W.
Suite 9200 Patriots Plaza Building Washington, DC 20201 Phone: 800-232-4636 Fax: 513-533-8347 E-mail: nioshdocket@cdc.gov Internet: http://www.cdc.gov/niosh/
Occupational Safety & Health Administration 200 Constitution Ave., NW Washington, DC 20210
Phone: 800-321-OSHA (6742) Fax:
E-mail:
Internet: www.OSHA.gov
U.S. ARMY CORPS OF ENGINEERS (USACE)
Order CRD-C DOCUMENTS from:
U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Phone: 601-634-2664 Fax: 601-634-2388 E-mail: mtc-info@erdc.usace.army.mil Internet: http://www.erdc.usace.army.mil/Media/Fact-Sheets/Fact-Sheet-Article View/Article/476661/materials-testing-center/
Order Other Documents from:
USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Phone: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.publications.usace.army.mil/
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
8601 Adelphi Road College Park, MD 20740-6001 Phone: 866-272-6272 Fax: 301-837-0483 E-mail:
Internet: http://www.archives.gov
Order documents from:
Superintendent of Documents U.S. Government Printing Office (GPO 732 North Capitol Street, NW Washington, DC 20401 Phone: 202-512-1800 Fax: 202-512-2104 E-mail: contactcenter@gpo.gov Internet: https://www.gpo.gov/
CODE OF FEDERAL REGULATIONS (CFR)
Order from:
Government Printing Office Washington, DC 20402-9328 Phone: 202-512-1800 Fax: 202-275-7703 E-mail:
Internet: https://www.govinfo.gov/app/collection/CFR
ENVIRONMENTAL PROTECTION AGENCY (EPA)
Public Information Center 401 M St., SW Washington, DC 20460 Phone: 800-490-9198
FAX: 202-260-6257
E-mail:
Internet: http://www.epa.gov
NOTE: Some documents are available only from:
National Technical Information Services (NTIS) 5285 Port Royal Rd.
Springfield, VA 22161 Phone: 800-553-6847 Fax: 703-321-8547 E-mail:
Internet: https://www.ntis.gov/
EM 385-1-1: U.S. ARMY CORPS OF ENGINEERS (COE)
Order from:
Government Printing Office Washington, DC 20402-9328 Phone: 202-512-1800 Fax: 202-275-7703 E-mail:
Or:
U.S. Army Corps of Engineers Safety and Health Links:
http://www.usace.army.mil/SafetyandOccupationalHealth.aspx
SECTION IV: CONTRACTOR QUALITY CONTROL
1. SUMMARY
1.1. This section covers requirements for Contractor quality control required under this contract.
1.2. SUBMITTALS
Government approval is required for submittals with a “G” designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Quality Control Plan; G
The Contractor shall submit a quality control plan for approval in accordance with paragraph "QUALITY
CONTROL PLAN".
PART 2 PRODUCTS (Not Applicable)
3. GENERAL
3.1. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The system shall cover all performance operations, both on-site and off-site, and shall be keyed to the proposed performance sequence.
3.2. QUALITY CONTROL PLAN
3.2.1. General
The Contractor shall furnish for review by the Government, the Contractor Quality Control (CQC) Plan proposed to implement the requirements of this Section. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Work will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the features of work included in an accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional features of work to be started.
3.2.2. Content of the CQC Plan
3.2.2.1. The CQC plan shall include, as a minimum, the following to cover all performance operations, both on-site and off-site, including work by subcontractors, fabricators, suppliers and purchasing agents:
a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff shall implement the three phase control system for all aspects of the work specified.
b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a Quality Control (QC) function.
c. A copy of the letter to the Contractor's representative responsible for CQC signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions including authority to stop work which is not in compliance with the contract.
d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, off-site fabricators, suppliers and purchasing agents.
e. Control, verification and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test (Laboratory facilities may be subject to approval by the Contracting Officer).
f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.
g. Procedures for tracking deficiencies from identification through acceptable corrective action. These procedures will establish verification that identified deficiencies have been corrected.
h. Reporting procedures, including proposed reporting formats, to include daily reports.
3.2.3. Acceptance of Plan
Acceptance of the Contractor's plan is required prior to Notice to Proceed. Acceptance is conditional and will be predicated on satisfactory performance during the life of the contract. The Government reserves the right to require the Contractor to make changes in his CQC plan and operations including removal of personnel, as necessary, to obtain the quality specified.
3.2.4. Notification of Changes
After acceptance of the QC plan, the Contractor shall notify the Contracting Officer in writing a minimum of seven
(7) calendar days prior to any proposed change. Proposed changes are subject to acceptance by the Contracting Officer via formal contract modification.
3.3. COORDINATION MEETING
Prior to acceptance by the Government of the Quality Control Plan, the Contractor shall meet with the Contracting Officer or Authorized Representative and discuss the Contractor's quality control system. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on-site and off-site work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance.
3.4. QUALITY CONTROL ORGANIZATION
The Contractor shall identify an individual within his organization at the site of the work who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. This CQC System Manager shall be on the site at all times during performance of work and shall be employed by the Contractor. In addition to implementing and managing the QC program, the QC Manager may perform the duties of project superintendent.
3.4.1. CQC Organizational Staffing
The Contractor shall provide a CQC staff which shall be at the site of work at all times during progress, with complete authority to take any action necessary to ensure compliance with the contract.
3.4.2. Organizational Changes
The Contractor shall obtain Contracting Officer's acceptance before replacing any member of the CQC staff.
Requests shall include the names, qualifications, duties, and responsibilities of each proposed replacement.
3.5. CONTROL
Contractor Quality Control is the means by which the Contractor ensures that the performance, to include that of subcontractors and suppliers, complies with the requirements of the contract. The controls shall be adequate to cover all performance operations, including both on-site and off-site fabrication, and will be keyed to the proposed performance sequence. A quality control plan shall be submitted by off-site fabricators covering their portion of the work under this contract.
3.6. TESTING PROCEDURE
The Contractor shall perform tests specified or required to verify that control measures are adequate to provide a product which conforms to contract requirements. Testing includes operation and/or acceptance tests when specified.
3.7. COMPLETION INSPECTION
At the completion of all work or any increment thereof established by a completion time stated in the specifications, the Contractor's representative responsible for CQC shall conduct an inspection of the work and develop a "punch list" of items which do not conform to the approved plans and specifications. Such a list of deficiencies shall be included in the CQC documentation, as required by paragraph DOCUMENTATION below, and shall include the estimated date by which the deficiencies will be corrected. The Contractor's representative responsible for CQC shall make a second inspection to ascertain that all deficiencies have been corrected and so notify the Government.
These inspections and any deficiency corrections required by this paragraph will be accomplished within the time stated for completion of the entire work or any particular increment thereof if the project is divided into increments by separate completion dates.
3.8. DOCUMENTATION
The Contractor shall maintain current records of quality control operations, activities, and tests performed, including the work of subcontractors and suppliers. These records shall be on an acceptable form and shall include factual evidence that required quality control activities and/or tests have been performed.
3.9. NOTIFICATION OF NONCOMPLIANCE
The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements.
The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.
3.10. SAMPLE FORMS
A sample form is enclosed at the end of the section.
CONTRACTOR'S NAME
(Address)
DAILY QUALITY CONTROL REPORT
Date:_________ Report No. __________
Contract No.:_________________________
Description and Location of Work: ________________________________________
Weather: (Clear) (P. Cloudy) (Cloudy)
Temperature: ______ Min. ______ Max. Rainfall: _____________ inches
Adverse Weather Delay: Cause: ___________________ % work-day delayed_____
Contractor/Subcontractors and Area of Responsibility
a. ______________________________________________________________________
b. ______________________________________________________________________
c. ______________________________________________________________________
d. ______________________________________________________________________
1. Work Performed Today: (Indicate location and description of work performed. Refer to work performed by prime and/or subcontractors by letter in table above.)
2. Results of Surveillance: (Include satisfactory work completed, or deficiencies with action to be taken.)
3. Tests required by Plans and/or Specifications Performed and Results of Tests:
4. Verbal Instructions Received: (List any instructions given by Government personnel on deficiencies, retesting required, etc., with action to be taken.)
5. Remarks: (Cover any conflicts in plans, specifications, or instructions)
6. Accident Report: (Record daily accidents resulting in lost time, explain what measures will be taken to prevent further accidents of this nature)
CONTRACTOR'S INSPECTOR
CONTRACTOR'S VERIFICATION: The above report is complete and correct and…
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