TMP Specs (Supply).pdf
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RFP No. W912BV20R0029
US Army Corps of Engineers Tulsa District Arkansas River Watershed Oklahoma
Tenkiller, Keystone, and Eufaula Turbine Maintenance Platforms
Specifications
March 10, 2020
Turbine Maintenance Platforms Various Locations FY20 TMPSVARIOUSFY20
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00.00 25 SUMMARY OF WORK
01 22 00.00 25 MEASUREMENT AND PAYMENT
01 33 00 SUBMITTAL PROCEDURES
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 QUALITY CONTROL
01 46 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 05 - METALS
05 05 23.16 26 STRUCTURAL STEEL WELDING
05 14 00.13 26 WELDING STRUCTURAL ALUMINUM
05 50 05.01 26 TURBINE MAINTENANCE PLATFORM
05 50 05.02 26 TURBINE MAINTENANCE PLATFORM
05 50 05.03 26 OPTIONAL ITEM - TURBINE MAINTENANCE PLATFORM
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
PROPOSAL SCHEDULE
RFP NO. W912BV20R0029
TENKILLER, KEYSTONE, AND EUFAULA TURBINE MAINTENANCE PLATFORMS
OKLAHOMA
MARCH 10, 2020
Item Estimated Unit No. Description Quantity Unit Price Amount
00 11 00-3
BASE PROPOSAL
1. Tenkiller Turbine Maintenance
Platform 1 Job xxx $__________
2. Tenkiller Assembly Support 1 Job xxx $__________
3. Keystone Turbine Maintenance
4. Keystone Assembly Support 1 Job xxx $__________
TOTAL BASE PROPOSAL $____________________
OPTION 1
5. Eufaula Turbine Maintenance
6. Eufaula Assembly Support 1 Job xxx $__________
TOTAL OPTION 1 $____________________
TOTAL PROPOSAL $____________________
PROPOSAL SCHEDULE NOTES
1. All costs for items of work not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.
2. This solicitation requires submission of a price on all items. Failure to do so will result in the proposal being rejected without further consideration.
3. Only one contract for the entire schedule will be awarded under this solicitation.
4. Proposal Schedule Options may be exercised, at the option of the Government, at the time of contract award up to 90 calendar days after the date of contract award.
SECTION 01 11 00.00 25
SUMMARY OF WORK
09/2016
PART 1 GENERAL
1.1 SUMMARY
This Section provides a summary of the various Contract work elements and their relationship to each other. This summary describes work activities within interim construction completion date. This Section does not provide the technical detail for particular work activities, but describes the work as a whole, providing overall perspective to the separate tasks and their interrelationships. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
a. The work includes fabrication and load testing of one new turbine maintenance platform for Tenkiller Ferry Powerhouse and all incidental related work as shown and as described in Section 05 50 05.01 26, TURBINE MAINTENANCE PLATFORM, 05 05 23.16 26 STRUCTURAL STEEL WELDING, and 05 14 00.13 26 STRUCTURAL ALUMINUM WELDING. This effort is to include all associated works required and described within this Contract package.
b. The work includes fabrication and load testing of one new turbine maintenance platform for Keystone Powerhouse and all incidental related work as shown and as described in Section 05 50 05.02 26, TURBINE MAINTENANCE PLATFORM, 05 05 23.16 26 STRUCTURAL STEEL WELDING, and 05 14 00.13 26 STRUCTURAL ALUMINUM WELDING. This effort is to include all associated works required and described within this Contract package.
c. OPTIONAL ITEM - The work includes fabrication and load testing of one new turbine maintenance platform for Eufaula Powerhouse and all incidental related work as shown and as described in Section
05 50 05.03 26, TURBINE MAINTENANCE PLATFORM, 05 05 23.16 26 STRUCTURAL
STEEL WELDING, and 05 14 00.13 26 STRUCTURAL ALUMINUM WELDING. This effort is to include all associated works required and described within this Contract package.
1.2.2 Location
a. The work site is located at Tenkiller Ferry Powerhouse. Contractor access to the work site is approximately 86 miles West of Tulsa, OK.
b. The work site is located at Keystone Powerhouse. Contractor access to the work site is from highway 151, approximately 16 miles West of Tulsa, OK.
c. OPTIONAL ITEM - The work site is located at Eufaula Powerhouse.
Contractor access to the work site is from highway 71, approximately 18 miles south of Warner, OK.
SECTION 01 11 00.00 25 Page 1
1.3 CONTRACT DRAWINGS
a. The Drawings that accompany these Specifications are a part thereof.
b. Contract drawings, maps, and Specifications will be furnished to the Contractor without charge per Section 00700 Contract Clause 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS. Reference publications will not be furnished.
c. Immediately check furnished drawings, maps, and specifications and notify the Government of any discrepancies.
1.4 OCCUPANCY OF PREMISES
Building(s) will be occupied during performance of work under this Contract.
1.5 EXISTING WORK
In addition to Section 00700 Contract Clause 52.236-9, PROTECTION OF
EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS:
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion of the existing work to remain.
b. Upon completion of the work, repair or replace portions of existing work, which have been damaged by Contractor's operations, to preconstruction conditions at the expense of the Contractor.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
-- End of Section --
SECTION 01 11 00.00 25 Page 2
SECTION 01 22 00.00 25
MEASUREMENT AND PAYMENT
03/2017
PART 1 GENERAL
1.1 GENERAL INFORMATION
In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specifications Sections or by the Drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to the work and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule.
1.2 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in Section 00 10 00, PRICE SCHEDULE, and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for each of the unit price items.
1.3 JOB PAYMENT ITEMS
Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00 10 00, PRICE SCHEDULE, and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided.
Provide a schedule of values for job items prior to the first pay request.
Update with each subsequent payment request.
1.4 MEASUREMENT AND PAYMENT
MANDATORY ITEMS
1.4.1 Tenkiller Turbine Maintenance Platform, CLIN 0001
a. Measurement: Measurement will be made as a job for all costs associated with fabrication and delivery of one completed Turbine Maintenance Platform for use in the powerhouse main units.
SECTION 01 22 00.00 25 Page 1
b. Payment: Payment will be made at the Contract amount under CLIN 0001 as a lump sum for all work required for fabrication, load testing and delivery of the Turbine Maintenance Platform, decking and all appurtenances, complete, as specified and approved.
1.4.2 Tenkiller Assembly Support, CLIN 0002
a. Measurement: Measurement will be made as a job for all costs associated with assembly support of completed platform in CLIN 0001.
b. Payment: Payment will be made in the Contract amount under CLIN 0002 as a lump sum for all work required for assembly support of the Turbine Maintenance Platform, complete, as specified and approved.
1.4.3 Keystone Turbine Maintenance Platform, CLIN 0003
a. Measurement: Measurement will be made as a job for all costs associated with fabrication and delivery of one completed Turbine Maintenance Platform for use in the powerhouse main units.
b. Payment: Payment will be made at the Contract amount under CLIN 0003 as a lump sum for all work required for fabrication, load testing and delivery of the Turbine Maintenance Platform, decking and all appurtenances, complete, as specified and approved.
1.4.4 Keystone Assembly Support, CLIN 0004
a. Measurement: Measurement will be made as a job for all costs associated with assembly support of completed platform in CLIN 0003.
b. Payment: Payment will be made in the Contract amount under CLIN 0004 as a lump sum for all work required for assembly support of the Turbine Maintenance Platform, complete, as specified and approved.
OPTIONAL ITEMS
1.4.5 Eufaula Turbine Maintenance Platform, CLIN 0005
a. Measurement: Measurement will be made as a job for all costs associated with fabrication and delivery of one completed Turbine Maintenance Platform for use in the powerhouse main units.
b. Payment: Payment will be made at the Contract amount under CLIN 0005 as a lump sum for all work required for fabrication, load testing and delivery of the Turbine Maintenance Platform, decking and all appurtenances, complete, as specified and approved.
1.4.6 Eufaula Assembly Support, CLIN 0006
a. Measurement: Measurement will be made as a job for all costs associated with assembly support of completed platform in CLIN 0005.
b. Payment: Payment will be made in the Contract amount under CLIN 0006 as a lump sum for all work required for assembly support of the Turbine Maintenance Platform, complete, as specified and approved.
SECTION 01 22 00.00 25 Page 2
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
SECTION 01 22 00.00 25 Page 3
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 SUMMARY
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 are to be the same as those used in the contract drawings.
Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. 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 submittals.
Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and 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.
A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".
For all specifications sections: when used, a designation following the "G" designation identifies the USACE/Tulsa District organization that will review the submittal for the Government (ECD = Engineering Branch; ECD-C = Engineering Branch, Civil Design Section; TRO = Tulsa Resident Office). No designation means Tulsa Resident Office will review the submittal.
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
Submittals requirements are specified in the technical sections.
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
SD-01 Preconstruction Submittals
Submittals which are required prior to the start of construction include schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, SECTION 01 33 00 Page 1 materials, equipment, or components to be used in the work.
Certificates of insurance Surety bonds List of proposed Subcontractors List of proposed products Construction progress schedule Network Analysis Schedule (NAS) Submittal register Schedule of prices or Earned Value Report Accident Prevention Plan Work plan Contractor Quality Control(CQC) Plan 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.
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-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 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.
SECTION 01 33 00 Page 2
SD-07 Certificates
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-10 Operation and Maintenance Data
Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
This data is intended to be 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, 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 submittal.
1.2.3 Work
As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such
SECTION 01 33 00 Page 3 construction.
1.3 SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
1.3.1 Government Approved (G)
Government approval is required for critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."
1.3.2 For Information Only
Submittals not requiring Government approval will be for information only.
They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.
1.4 PREPARATION
1.4.1 Transmittal Form
Use transmittal form in ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on 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. 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.
1.4.2 Source Drawings for Shop Drawings
The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.
1.4.2.1 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 shall be 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 sub consultants 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
SECTION 01 33 00 Page 4 representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. 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. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of 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 indicia of ownership (seals, logos, signatures, initials and dates).
1.4.3 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, 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. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. 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, or scan of a signature.
Transfer of electronic submittals and attachments shall be through RMS3.0 using the software's ordinary capabilities. If electronic files are too large for transfer using RMS3.0's normal capabilities, transfer methods and processes shall be as directed by the ACO. The detailed transfer processes will be discussed during the first CQC Coordination Meeting.
Provide hard copies of submittals only when requested by the Contracting Officer. Up to three hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.
1.5 QUANTITY OF SUBMITTALS
1.5.1 Number of Samples SD-04 Samples
a. Submit three samples or sets of samples, as applicable, showing range of variation of each required item. Two approved samples or sets of samples will be retained by the ACO and one will be returned to Contractor.
b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.
c. Submit one sample installation, where directed.
d. Submit one sample of non-solid materials.
SECTION 01 33 00 Page 5
1.6 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.
1.7 SUBMITTAL REGISTER
Prepare and maintain 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. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with the contract. The Government will provide a draft 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.
1.7.1 Use of Submittal Register
Submit submittal register. Submit with CQC plan and project schedule.
Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register 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 approving authority to receive submittals.
Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.
SECTION 01 33 00 Page 6
Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.
1.7.2 Contractor Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.
Column (l) List date of submittal transmission.
Column (q) List date approval received.
1.7.3 Approving Authority Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (l) List date of submittal receipt.
Column (m) through (p) List Date related to review actions.
Column (q) List date returned to Contractor.
1.7.4 Copies Delivered to the Government
Deliver one copy of submittal register updated by Contractor to Government with each invoice request.
1.8 VARIATIONS
Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.
1.8.1 Considering Variations
Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which 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 deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.
SECTION 01 33 00 Page 7
1.8.2 Proposing Variations
When proposing variation, deliver 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, including the DOR's written analysis and approval. 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 which include proposed deviations requested by the Contractor. 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.
1.8.3 Warranting that Variations are Compatible
When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.
1.8.4 Review Schedule Extension
In addition to normal submittal review period, a period of 15 working days will be allowed for consideration by the Government of submittals with variations.
1.9 SCHEDULING
Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.
a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.
b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for 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 which have been omitted from the register or marked "N/A."
c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.
d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."
1.10 GOVERNMENT APPROVING AUTHORITY
When approving authority is Contracting Officer, the Government will:
SECTION 01 33 00 Page 8
a. Note date on which submittal was received.
b. Review submittals for approval within 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 markings appropriate for action indicated.
Upon completion of review of submittals requiring Government approval, stamp and date submittals.
1.10.1 Review Notations
Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:
a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.
b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.
c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.
d. Submittals marked "not reviewed" will indicate 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.
1.11 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; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.
If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.
1.12 APPROVED SUBMITTALS
The Contracting Officer's approval of submittals is not to be construed as
SECTION 01 33 00 Page 9 a complete check, and indicates only that the general method of construction, 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 Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.
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.
1.13 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 requirements. Before submitting samples, the Contractor to assure 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 which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved 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 of that material. Government reserves the right to disapprove any material or equipment which previously has 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.
Contractor to replace such materials or equipment to meet contract requirements.
Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.
1.14 WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be made if required approvals have not been obtained.
1.15 STAMPS
Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:
SECTION 01 33 00 Page 10
| CONTRACTOR |
| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |
| SIGNATURE: __________________________________________________________ |
| TITLE: ______________________________________________________________ |
| DATE: _______________________________________________________________ |
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 33 00 Page 11
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES
Supply
Turbine Maintenance Platforms Various Locations FY20
01 45 00 SD-01 Preconstruction Submittals
3.2 GContractor Quality Control (CQC)
Plan SD-06 Test Reports
3.9.2Verification Statement 01 78 00 SD-03 Product Data
1.4 GSpare Parts Data
SD-08 Manufacturer’s Instructions
1.5.1 GInstructions
SD-10 Operation and Maintenance Data
1.5 G OD-KOperation and Maintenance
Manuals
SD-11 Closeout Submittals
1.3.1 G ECDRecord Drawings
05 05 23.16 26 SD-01 Preconstruction Submittals
1.4.1 G EC Welding Procedure Specifications
(WPS)
1.4.1 G EC Procedure Qualification Records
(PQR)
1.4.2 G EC Performance Qualification Test
Records SD-03 Product Data
3.2.1 G EC Nonconformance Reports
1.4.1.2 G EC Prequalified Welding Procedures
2.2 GWelding Electrodes and Rods
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P H
C L A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
AUTH REMARKS
(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES
Turbine Maintenance Platforms Various Locations FY20
05 05 23.16 26 3.5.2 GHeat Straightening Procedure
2.2 GShielding Gas
SD-06 Test Reports
3.2.1 G EC Test and Inspection Report
05 14 00.13 26 SD-01 Preconstruction Submittals
1.4.1 G EC Fabricator's Welding Quality
Control Plan
1.4.1.1 G EC Witness Points
1.4.2 G EC Welding Procedure Specifications
(WPS)
1.4.2 G EC Procedure Qualification Records
(PQR)
1.4.3 G EC Performance Qualification Test
Records SD-03 Product Data
3.2.1 G EC Nonconformance Reports
2.2 GWelding Electrodes and Rods
3.5.2 GAluminum Straightening
Procedure
2.2 GShielding Gas
SD-06 Test Reports
3.2.1 G EC Test and Inspection Report
SD-07 Certificates
1.4.4 G ECInspector Qualifications
05 50 05.01 26 SD-01 Preconstruction Submittals
1.3 G HDCWork Plan
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES
Turbine Maintenance Platforms Various Locations FY20
05 50 05.01 26 3.4 G HDCOn-Site Assembly Schedule
1.6 G HDCPrefabrication Conference
SD-02 Shop Drawings
1.4 G HDCDetail Drawings
2.3.5 G HDCNameplate
SD-03 Product Data
3.3.2.1 G HDCLoad Test Apparatus
2.1.1 G HDCMaterials List
2.1.2 G HDCProduct Data
SD-06 Test Reports
3.3.2.2 G HDCLoad Test
SD-07 Certificates 3.4Competent Assembly Specialist 2.1.1Material Test Reports
SD-08 Manufacturer’s Instructions
3.5 G HDCAssembly Instructions
SD-11 Closeout Submittals
2.1.3 G HDCShipping Bill
05 50 05.02 26 SD-01 Preconstruction Submittals
1.3 G HDCWork Plan
3.4 G ECOn-Site Assembly Schedule
1.6 G HDCPrefabrication Conference
SD-02 Shop Drawings
1.4 G HDCDetail Drawings
2.3.4 G HDCNameplate
SD-03 Product Data
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES
Turbine Maintenance Platforms Various Locations FY20
05 50 05.02 26 3.3.2.1 G HDCLoad Test Apparatus 2.1.1Material Test Reports
2.1.1 G HDCMaterials List
2.3.1 G HDCSlip Resistant Coating
2.3.2 G HDCSteel Bolts, Nuts, And Washers
2.3.3 G HDCPlywood
2.3.5 G HDCBar Grating
SD-06 Test Reports
3.3.2.2 G HDCLoad Test
SD-07 Certificates
3.4 GCompetent Assembly Specialist
SD-08 Manufacturer’s Instructions
3.5 G HDCAssembly Instructions
SD-11 Closeout Submittals
2.1.3 G HDCShipping Bill
05 50 05.03 26 SD-01 Preconstruction Submittals
1.3 G HDCWork Plan
3.4 G ECOn-Site Assembly Schedule
1.6 G HDCPrefabrication Conference
SD-02 Shop Drawings
1.4 G HDCDetail Drawings
2.3.4 G HDCNameplate
SD-03 Product Data
3.3.2.1 G HDCLoad Test Apparatus
2.1.1Material Test Reports
2.1.1 G HDCMaterials List
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 5 PAGES
Turbine Maintenance Platforms Various Locations FY20
05 50 05.03 26 2.3.1Slip Resistant Coating 2.3.2Steel Bolts, Nuts, And Washers 2.3.3Plywood 2.3.5Stairs 2.3.6Quick-Release Pin
SD-06 Test Reports
3.3.2.2 G HDCLoad Test
SD-07 Certificates
3.4 GCompetent Assembly Specialist
SD-08 Manufacturer’s Instructions
3.5 G HDCAssembly Instructions
SD-11 Closeout Submittals
2.1.3 G HDCShipping Bill
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
SECTION 01 42 00
SOURCES FOR REFERENCE PUBLICATIONS
02/19
PART 1 GENERAL
1.1 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 B564 Standard Specification for 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.
1.2 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.
ALUMINUM ASSOCIATION (AA)
1400 Crystal Drive Suite 430 Arlington, VA 22202 Ph: 703-358-2960 E-Mail: info@aluminum.org Internet: https://www.aluminum.org/
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: https://www.ansi.org/
AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)
P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768 or 614-274-6003 Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: https://www.asnt.org/
AMERICAN WELDING SOCIETY (AWS)
8669 NW 36 Street, #130 Miami, FL 33166-6672 Ph: 800-443-9353 Internet: https://www.aws.org/
SECTION 01 42 00 Page 1
APA - THE ENGINEERED WOOD ASSOCIATION (APA)
7011 South 19th St.
Tacoma, WA 98466-5333 Ph: 253-565-6600 Fax: 253-565-7265 Internet: https://www.apawood.org/
ASME INTERNATIONAL (ASME)
Two Park Avenue New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: https://www.asme.org/
ASTM INTERNATIONAL (ASTM)
100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)
800 Roosevelt Road, Bldg C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-942-6591 Fax: 630-790-3095 E-mail: info@naamm.org Internet: http://www.naamm.org
RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)
E-Mail: boltcouncil@gmail.com Internet: http://www.boltcouncil.org
U.S. ARMY CORPS OF ENGINEERS (USACE)
CRD-C DOCUMENTS available on Internet:
http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:
Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
SECTION 01 42 00 Page 2
SECTION 01 45 00
QUALITY CONTROL
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM D3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
ASTM E329 (2018) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection
1.2 PAYMENT
Separate payment will not be made for providing and maintaining an effective Quality Control program. Include all associated costs in the applicable Schedule item.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" 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 Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Contractor Quality Control (CQC) Plan; G
SD-06 Test Reports
Verification Statement
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Establish and maintain an effective quality control (QC) system that complies with FAR 52.246-12 Inspection of Construction. QC consist of plans, procedures, and organization necessary to produce an end product
SECTION 01 45 00 Page 1 which complies with the Contract requirements. The QC system covers all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Administrative Contracting Officer (ACO) for non-compliance with the quality requirements specified in the Contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the ACO.
3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN
Submit no later than 15 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements FAR 52.246-12 Inspection of Construction. The Government will consider an interim plan for the first seven days of operation.
Construction 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 accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.
3.2.1 Content of the CQC Plan
Include, as a minimum, the following to cover all construction operations, both onsite and offsite, 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 will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager that reports to the project superintendent.
b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.
c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Furnish copies of these letters to the ACO.
d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.
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 approved by the ACO are required to be used.)
SECTION 01 45 00 Page 2
f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.
g. Procedures for tracking construction deficiencies from identification through acceptable corrective action.
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