W9128F25R0043_BSNP MATOC Specifications for TO 2of4.pdf
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- Attached to
- Bank Stabilization and Navigation Project (BSNP) River Structure Maintenance Multiple Award Task Order Contract (MATOC) Federal contract opportunity
- Solicitation number
- W9128F25R0043
About this file
This document is a technical specification for the Missouri River Bank Stabilization and Navigation Project (BSNP) Repair Stone Structures for the 2025 Season, issued by the US Army Corps of Engineers Omaha District. The specification covers stone structure repairs along the Missouri River in Iowa, Missouri, and Nebraska, focusing on rehabilitation of existing river structures such as revetments, dikes, kickers, L-heads, and vanes using quarried stone fill.
The document details precise requirements for stone material selection, placement methods, and survey documentation. Key technical specifications include stone gradation limits, placement techniques with maximum drop heights, and coordinate layout requirements. The work involves adding stone to replace deteriorated areas, with stone placement restricted to specific elevation ranges and methods. Contractors must provide detailed survey documentation using UTM Zone 15N coordinate system, including an Excel file documenting structure repairs with specific format requirements. The project emphasizes precise stone placement, minimal environmental disruption, and comprehensive documentation of structural modifications along the Missouri River.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0001 for W9128F25R0043_BSNP MATOC Solicitation.pdf | ||
| BSNP MATOC Contractor Sign In Sheet 07152025.pdf | ||
| W9128F25R0043_BSNP MATOC Specifications for TO 2of4.pdf | ||
| W9128F25R0043_BSNP MATOC Specifications for BASE 4of4.pdf | ||
| MRPO00101_2025 BSNP MATOC Drawings 3of4.pdf | ||
| W9128F25R0043_BSNP MATOC Solicitation 1of4.pdf |
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SPECIFICATIONS
(For Construction Contract)
Solicitation Number W9128F25R0043
Missouri River Bank Stabilization and Navigation Project Repair Stone Structures for the 2025 Season
Missouri River, IA, MO, NE
May 2025
US Army Corps of Engineers Omaha District
This page was intentionally left blank for duplex printing.
2025 BSNP STRUCTURES REPAIR FOR THE 2025 SEASON MO, NE MRPO00101
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 22 00 MEASUREMENT AND PAYMENT
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 41 26.00 24 (IOWA) NPDES PERMIT REQUIREMENTS FOR STORM WATER
DISCHARGES FROM CONSTRUCTION SITES
01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER
DISCHARGES FROM CONSTRUCTION SITES
01 45 00 QUALITY CONTROL
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL
01 78 39.00 24 AS-BUILT DRAWINGS
01 80 00 AS-BUILT SURVEYS
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 11 00 CLEARING AND GRUBBING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 05 33 TURF
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 31 19 STONE
35 31 20 STRUCTURES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 SUBMITTALS
PART 2 PRODUCTS
2.1 QUARRIED STONE (CLIN #0001,#0002,#0003 and #0005)
2.1.1 Work Included
2.1.2 Measurement (Ton)
2.1.2.1 Barge displacement Method
2.1.2.2 Scale Method
2.1.2.3 Scales
2.1.2.4 Barge Displacement Tables
2.1.3 PAYMENT
2.2 ALL REMAINING WORK (CLIN #0004 and #0006)
2.2.1 Work Included
2.2.2 Measurement
2.2.3 Payment
PART 3 EXECUTION (NOT USED)
-- End of Section Table of Contents --
SECTION 01 22 00 Page 1
SECTION 01 22 00
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 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 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Data
Barge Displacement Tables; G-AO (Para. 2.1.2.1 b.) if selected method of measurement by Contractor
Method of Stone Measurement; G-AO (Para. 2.1.2)
SD-13 Certificates
Scale Certification; G-AO (Para. 2.1.2.2)
Weigh Bills; G-AO (Para. 2.1.2.2)
PART 2 PRODUCTS
2.1 QUARRIED STONE (CLIN #0001,#0002,#0003 and #0005)
2.1.1 Work Included
The work includes all material, equipment and labor of furnishing, hauling, handling and placing of quarried stone as specified herein and shown on the drawings.
2.1.2 Measurement (Ton)
The "Barge Displacement Method" or the "Scale Method" shall measure stone used in construction of structure repair delivered to the site by waterway for payment. The method used will be at the option of the Contractor, and specified to the Contracting Officer in writing. The "Scale Method" shall measure stone delivered to the construction site by land haul for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the stone for payment shall be borne by the Contractor.
2.1.2.1 Barge displacement Method
If stone is delivered by barge, the weight of each barge load of stone may be determined by barge displacement. A barge of stone to be paid for by displacement method shall not be unloaded or removed from the work site until all necessary measurements are made for determining payment
SECTION 01 22 00 Page 2 quantities delivered and/or used. The measurements will be made in the presence of a Contractor quality control officer, either by the Government Inspector, or by the Contractor in the presence of the Government Inspector.
a. Each barge on which stone is furnished shall be suitably marked with paint of a contrasting color at each of three displacement gaging points along each side of the barge. The marks shall be perpendicular to the edge of the barge, 4 inches wide and 1 foot in length, painted on both the deck and side at three equally spaced points beginning at the rake. The barge name or number shall be affixed to the deck and sides of the barge, both fore and aft, and shall be of sufficient size and legibility so as to be plainly seen and read.
b. Barge Displacement Tables: The Contractor shall furnish to the Contracting Officer a barge displacement table not less than 10 days prior to unloading stone from any barge for which displacement tables have not been previously furnished and approved. The table shall be certified accurate by a person or firm, other than the Contractor, accustomed to performing this service and approved by the Contracting Officer. Barge tables furnished shall contain, in parallel columns, the draft of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton. Tables submitted shall show the name or number of the barge, the barge dimensions, the barge owner, the name of the manufacturer, and the certification of the person or firm preparing the table. The Contractor shall furnish with the barge displacement table a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawing shall show as a minimum the length, width, and depth of the barge and dimensions of rake or rakes, including radius, origin of radius, and headlong dimensions.
c. Weight Scales: If the Contractor selects payment by displacement method, he must also ensure that scales approved by the Contracting Officer are available at all times at a location approved by the Contracting Officer. The Contractor will bear the cost and responsibility of weighing stone furnished for this contract on these scales.
2.1.2.2 Scale Method
Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located.
The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.
2.1.2.3 Scales
If public scales or an independent professional weighing service is not
SECTION 01 22 00 Page 3 available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.
2.1.2.4 Barge Displacement Tables
If the Contractor selects payment by the scale method, he must also provide to the Contracting Officer all of the barge displacement tables, drawings, and data required in para. 2.1.2.4 b.
a. Stone shall be weighed for final payment during transport to the site by one of the following methods at the option of the Contractor and with approval of the Contracting Officer. The materials shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.
b. Stone delivered at the site of the work may be weighed on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located. If public scales are not available, the weighing service may be supplied by an independent professional organization approved by the Contracting Officer. The Contractor shall furnish the Contracting Officer a copy of each printed weigh bill, when self-printing scales are used, or a copy of the weigh bill signed by the weigh master as each load is delivered to the jobsite. (Each weigh bill shall contain the following: date, unit number, time, tare weight, gross weight, net weight, name of project, contract number, name of Contractor, and signature of weigher.) All costs for weighing the materials shall be borne by the Contractor.
2.1.3 PAYMENT
Applicable unit price times the number of tons of stone placed.
2.2 ALL REMAINING WORK (CLIN #0004 and #0006)
2.2.1 Work Included
The work of this item shall include but not be limited to labor and equipment needed for the all remaining work not listed above for the completion of the project. In addition, all mobilization and demobilization costs shall be included in ALL REMAINING WORK.
2.2.2 Measurement
Job.
2.2.3 Payment
Payment for this item shall be the job, made on a progressive basis, based on the percentage of work completed.
PART 3 EXECUTION (NOT USED)
-- End of Section --
SECTION 01 22 00 Page 4
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
1.1.1 Submittal Information
1.1.2 Project Type
1.1.3 Submission of Submittals
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
1.2.2 Approving Authority
1.2.3 Work
1.3 SUBMITTALS
1.3.1 Action Codes
1.3.1.1 Contractor Action Codes
1.3.1.2 Government Reviewer Designations
1.4 SUBMITTAL CLASSIFICATION
1.4.1 Government Approved (G)
1.4.2 For Information Only
1.5 PREPARATION
1.5.1 Transmittal Form
1.5.2 Submittal Format
1.5.2.1 Format of SD-01 Preconstruction Submittals
1.5.2.2 Format for SD-02 Shop Drawings
1.5.2.2.1 Drawing Identification
1.5.2.3 Format of SD-03 Product Data
1.5.2.3.1 Product Information
1.5.2.3.2 Standards
1.5.2.3.3 Data Submission
1.5.2.4 Format of SD-04 Samples
1.5.2.4.1 Sample Characteristics
1.5.2.4.2 Sample Incorporation
1.5.2.4.3 Comparison Sample
1.5.2.5 Format of SD-05 Design Data
1.5.2.6 Format of SD-06 Test Reports
1.5.2.7 Format of SD-07 Certificates
1.5.2.8 Format of SD-08 Manufacturer's Instructions
1.5.2.8.1 Standards
1.5.2.9 Format of SD-09 Manufacturer's Field Reports
1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)
1.5.2.11 Format of SD-11 Closeout Submittals
1.5.3 Source Drawings for Shop Drawings
1.5.3.1 Source Drawings
1.5.3.2 Terms and Conditions
1.5.4 Electronic File Format
1.6 QUANTITY OF SUBMITTALS
1.6.1 Number of SD-04 Samples
1.7 INFORMATION ONLY SUBMITTALS
SECTION 01 33 00 Page 1
1.8 PROJECT SUBMITTAL REGISTER
1.8.1 Submittal Management
1.8.2 Preconstruction Use of Submittal Register
1.8.3 Contractor Use of Submittal Register
1.8.4 Approving Authority Use of Submittal Register
1.8.5 Action Codes
1.8.6 Delivery of Copies
1.9 VARIATIONS
1.9.1 Considering Variations
1.9.2 Proposing Variations
1.9.3 Warranting that Variations are Compatible
1.9.4 Review Schedule Extension
1.10 SCHEDULING
1.11 GOVERNMENT APPROVING AUTHORITY
1.11.1 Review Notations
1.12 DISAPPROVED SUBMITTALS
1.13 APPROVED SUBMITTALS
1.14 APPROVED SAMPLES
1.15 WITHHOLDING OF PAYMENT
1.16 CERTIFICATION OF SUBMITTAL DATA
PART 2 PRODUCTS
PART 3 EXECUTION
ATTACHMENTS:
ENG Form 4025
Project Submittal Register
SECTION 01 33 00 Page 2
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
1.1.1 Submittal Information
The Contractor is responsible for total management of their work including, but not limited to, approval, scheduling, control, certification of all submittals and compliance with all applicable Buy-American and Trade Agreement clauses. The submittal management system provided in these specifications is intended to be a complete system for the Contractor to use to control the quality of materials, equipment and workmanship provided by manufacturers, fabricators, suppliers and subcontractors. Review each submittal for contract compliance.
Compliance with all applicable Buy American and Trade Agreement Clauses is to be included in this review. The Contractor must provide the country of origin on ENG Form 4025 for each item submitted. The Submittal Register (ENG Form 4288) will be utilized to log and monitor all submittal activities.
The Contracting Officer may request submittals, in addition to those specified, when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.
1.1.2 Project Type
The Contractor's Quality Control (CQC) System Manager is to check and approve all items before submittal and stamp, sign, and date indicating action taken. Clearly identify proposed deviations from the contract requirements. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;
test reports; test cylinders; samples; O&M manuals (including parts list);
certifications; warranties; and other such required items.
1.1.3 Submission of Submittals
Schedule and provide submittals requiring Government approval, after notice to proceed (NTP). Provide ample lead time to ensure the submittal's processing by the Government and any lead time needed by the manufacturer upon ordering after approval. Dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.
SECTION 01 33 00 Page 3
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:
SD-01 Preconstruction Submittals
Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.
Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.
The Government reserves the right to handle pre-construction submittals (listed below) as administrative submittals via a Serial Letter, as directed by the Project, Area or Resident Office. When directed by the Project, Area or Resident Office (as directed), submit administrative submittals for acceptance by the Government. Format for the Serial Letter will be as directed by the Project, Area or Resident Office.
Certificates Of Insurance
Surety Bonds
List Of Proposed Subcontractors
List Of Proposed Products
Baseline Network Analysis Schedule (NAS)
Submittal Register
Schedule Of Prices Or Earned Value Report
Accident Prevention Plan
Work Plan
Quality Control (QC) plan
Permits
Environmental Protection Plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
SECTION 01 33 00 Page 4
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
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.
Samples of warranty language when the contract requires extended product warranties.
SD-04 Samples
Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.
Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.
Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.
SD-05 Design Data
Design calculations, mix designs, analyses or other data pertaining to a part of 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 provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report that 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
SECTION 01 33 00 Page 5
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Confined space entry permits
Text of posted operating instructions
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.
SD-09 Manufacturer's Field Reports
Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.
Factory test reports.
SD-10 Operation and Maintenance Data
Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.
Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
Data incorporated in an operations and maintenance manual or control system.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, SECTION 01 33 00 Page 6 submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
1.2.2 Approving Authority
Office or designated person authorized to approve the submittal.
1.2.3 Work
As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having any designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section. When directed by the Government, the submittal register may be submitted via Section of 01 45 00.15 10 RESIDENTIAL MANAGMENT SYSTEM CONTRACTOR MODE (RMS-CM) in lieu of the copy attached to this section. SpecsIntact is the software system used by Government to generate the Submittal Register that is loaded into RMS-CM.
SD-01 Preconstruction Submittals
Submittal Register; G-AO
1.3.1 Action Codes
1.3.1.1 Contractor Action Codes
DESIGN BID BUILD SUBMITTALS
Submittal Classifications shown in UFGS Sections
Submittal Classification
Corresponding SpecsIntact
Submittal Register Code which is populated in the SI Submittal Register.
Software Limitations:
(The software shows one character delineation in the SpecsIntact Submittal Register)
RMS – The following Submittal
Classifications are populated in RMS when the SpecsIntact
Submittal Data File is pulled into
RMS)
SECTION 01 33 00 Page 7
DESIGN BID BUILD SUBMITTALS
G Submittal requires Government Approval
G GA
BLANK Submittal is For Information Only
(FIO)
BLANK FIO
1.3.1.2 Government Reviewer Designations
Following the Submittal Classification designation "G", the following reviewer designations may be included:
RO - Resident Office AO - Area Office DO - District Office
Additional information will be provided at the pre-design and/or pre-construction conference.
Corps of Engineers, Omaha District Office for "DO" reviewer designations, submittals will be coordinated through RMS.
1.4 SUBMITTAL CLASSIFICATION
1.4.1 Government Approved (G)
Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.
Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."
1.4.2 For Information Only
Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."
1.5 PREPARATION
1.5.1 Transmittal Form
Use the ENG Form 4025 transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. If there are multiple Item numbers listed on a particular ENG Form 4025 submittal, combine all submitted items for review into a single Adobe file with bookmarks (for
SECTION 01 33 00 Page 8 ease of review). Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.
1.5.2 Submittal Format
1.5.2.1 Format of SD-01 Preconstruction Submittals
When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.5.2.2 Format for SD-02 Shop Drawings
Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.
Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.
a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.
b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.
Submit an electronic copy of drawings in PDF format.
1.5.2.2.1 Drawing Identification
Include on each drawing the drawing title, number, date, and revision numbers and dates.
Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.
1.5.2.3 Format of SD-03 Product Data
Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.
Indicate, by prominent notation, each product that is being submitted;
indicate the specification section number and paragraph number to which it pertains.
1.5.2.3.1 Product Information
Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.
SECTION 01 33 00 Page 9
Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.
1.5.2.3.2 Standards
Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
1.5.2.3.3 Data Submission
Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.
Submit the manufacturer's instructions before installation.
1.5.2.4 Format of SD-04 Samples
1.5.2.4.1 Sample Characteristics
Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:
a. Sample of Equipment or Device: Full size.
b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.
c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.
d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.
e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.
f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard
SECTION 01 33 00 Page 10 unit.
g. Sample Panel: 4 by 4 feet.
h. Sample Installation: 100 square feet.
1.5.2.4.2 Sample Incorporation
Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.
Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.
1.5.2.4.3 Comparison Sample
Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.
When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.
1.5.2.5 Format of SD-05 Design Data
Provide design data and certificates on 8 1/2 by 11 inch page size.
1.5.2.6 Format of SD-06 Test Reports
By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.
1.5.2.7 Format of SD-07 Certificates
Provide design data and certificates on 8 1/2 by 11 inch page size.
1.5.2.8 Format of SD-08 Manufacturer's Instructions
Present manufacturer's instructions submittals for each section. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.
Submit the manufacturer's instructions before installation.
1.5.2.8.1 Standards
Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters
SECTION 01 33 00 Page 11
Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
1.5.2.9 Format of SD-09 Manufacturer's Field Reports
By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.
1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)
Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.
1.5.2.11 Format of SD-11 Closeout Submittals
When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.5.3 Source Drawings for Shop Drawings
1.5.3.1 Source Drawings
The entire set of source drawing files (DWG or DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.
1.5.3.2 Terms and Conditions
Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.
These electronic source drawing files are not construction documents.
Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic
SECTION 01 33 00 Page 12 source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).
1.5.4 Electronic File Format
Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. All documents must make use of optical character recognition (OCR) routines to make text searchable and selectable, so that the text can be copied.
Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature.
E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer, unless directed otherwise by COR. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system, such as secure ftp site or DoD SAFE located at the following website: https://safe.apps.mil/. Use of the Government web application must be initiated by the Government, unless Contractor has a Government CAC card. This Government web application restricts the number of days files are available to download.
1.6 QUANTITY OF SUBMITTALS
Submittals are to be transmitted electronically, unless directed otherwise.
1.6.1 Number of SD-04 Samples
a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.
b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.
c. Submit one sample installation, where directed.
d. Submit one sample of nonsolid materials.
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1.7 INFORMATION ONLY SUBMITTALS
Submittals without an action code must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals.
The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and 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.
1.8 PROJECT SUBMITTAL REGISTER
A sample Project Submittal Register showing submittals required by the specifications is attached to this section as "Project Submittal Register."
1.8.1 Submittal Management
Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and
(i) as approved. As an attachment, provide a submittal register showing 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. Maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM). 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 Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.
Column (e): Lists one principal paragraph in each 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 the project requirements.
Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.
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1.8.2 Preconstruction Use of Submittal Register
Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor, unless directed otherwise by COR. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:
Column (a) Activity Number: Activity number from the project schedule.
Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.
Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.
Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.
1.8.3 Contractor Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.
Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.
Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.
Column (l) Date submittal transmitted.
Column (q) Date approval was received.
1.8.4 Approving Authority Use of Submittal Register
Update the following fields:
Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.
Column (l) Date submittal was received.
Column (m) through (p) Dates of review actions.
Column (q) Date of return to Contractor.
1.8.5 Action Codes
See paragraph Action Codes above.
1.8.6 Delivery of Copies
Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request, unless a paper copy is requested by the Contracting Officer. Provide an updated Submittal
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Register monthly regardless of whether an invoice is submitted.
1.9 VARIATIONS
Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.
1.9.1 Considering Variations
Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. For variations that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).
Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.
1.9.2 Proposing Variations
When proposing variations, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.
Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.
1.9.3 Warranting that Variations are Compatible
When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.
1.9.4 Review Schedule Extension
In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.
1.10 SCHEDULING
Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. .
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a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.
b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."
c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.
Contracting Officer review will be completed within 20 calendar days after the date of submission.
The Government review period for each construction submittal does not begin until the submittal is delivered via RMS CM. Contract compliance for all submittals are the Contractor's responsibility. Government acceptance or receipt acknowledged does not remove this responsibility for contract compliance on any construction submittal.
1.11 GOVERNMENT APPROVING AUTHORITY
When the approving authority is the Contracting Officer, the Government will:
a. Note the date on which the submittal was received.
b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.
c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.
Upon completion of review of submittals requiring Government approval, stamp and date submittals. An electronic copy of the submittal will be retained by the Contracting Officer and an electronic copy of the submittal will be returned to the Contractor. The Government may process submittals in the RMS CM System.
1.11.1 Review Notations
Submittals will be returned to the Contractor with the following notations:
a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.
b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered
SECTION 01 33 00 Page 17 provided that the Contractor takes no exception to the corrections.
c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.
d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.
e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.
1.12 DISAPPROVED SUBMITTALS
Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.
If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.
1.13 APPROVED SUBMITTALS
The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.
Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.
After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
1.14 APPROVED SAMPLES
Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract
SECTION 01 33 00 Page 18 requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.
Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.
Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.
Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Replace such materials or equipment to meet contract requirements.
1.15 WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be…
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