A.01.13_SPECIFICATIONS_1.pdf

Dexter Left Bank Erosion Repair

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

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.03 25 STONE PROCUREMENT AND DELIVERY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 INTERIM CONSTRUCTION COMPLETION DATE

1.4 CONTRACT DRAWINGS

1.5 OCCUPANCY OF PREMISES

1.6 EXISTING WORK

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 11 00.00 25

SUMMARY OF WORK

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

The work includes the procurement and delivery of stone and incidental related work. This effort is to include all associated works required and described within this Contract package.

1.2.2 Location

The work shall be located at Dexter Dam. Contractor access to the work site will be from the public access road at the Dexter State Recreation Site, south west of the dam spillway.

1.3 INTERIM CONSTRUCTION COMPLETION DATE

In accordance with Section 00800 Contract Clause 52.211-10 and 52.211-12, work shall be completely finished to the points specified for each of the dates.

a. FINAL CONSTRUCTION PHYSICAL COMPLETION: All construction, features in the Plans and Specifications, temporary construction supports, construction aids and construction debris shall be removed from the site. The date stated for completion shall include all work and final cleanup of the premises.

b. CONTRACT END DATE: All submittals, As-Built Drawings, O&M Manuals and all other requirements submitted and approved.

1.4 CONTRACT DRAWINGS

a. The Drawings that accompany these Specifications are a part thereof.

b. One set of full size 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. Contractor shall immediately check furnished Drawings and notify the g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Highlight Are there drawings? If not please remove g2ctskan Highlight There is only one completion date. All references to construction shall be removed. Is there any asbuilts, OM manuals, or other requirements other than delivery?

g2ctskan Sticky Note Unmarked set by g2ctskan g2ctskan Highlight The contractual end date is what is listed within the contract.

Government of any discrepancies.

1.5 OCCUPANCY OF PREMISES

a. Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 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 --g2ctskan Highlight g2ctskan

Is this even applicable?

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 JOB PAYMENT ITEMS

1.4.1 Unit of Measure

1.4.2 Weight Measurement Details

1.4.2.1 Weigh Scale

1.4.2.2 Scale Ticket Form

1.5 Mobilization and Demobilization, CLIN 0001

1.6 Stone Procurement and Delivery, CLIN 0002

PART 2 PRODUCTS - NOT USED

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. 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.

b. As stated in Section 00700 Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR SUPPLY, the word "provided" must be understood to mean "furnished and installed" when used in this Section or elsewhere in the Specification Sections.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Pre-Work Submittals

Weigh Scale Certification

Certified Weight Scale Ticket

1.3 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 00010, 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.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00010, 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 g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Cross-Out g2ctskan Highlight Actually called a Bid Schedule in Commercial Acquisitions g2ctskan Cross-Out g2ctskan Inserted Text Actually called a Bid Schedule in Commercial Acquisitions 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. A schedule of values for job items must be provided with each payment request.

1.4.1 Unit of Measure

Unit of Measure: ton (2,000 pounds).

1.4.2 Weight Measurement Details

1.4.2.1 Weigh Scale

Provide platform weigh scales or scales approved by the Government Representative and recording equipment at the approved quarry or other approved location. The platform shall be of sufficient width and length to weigh all axles of each hauling vehicle in one operation. The weigh scale shall be calibrated in tons and hundredths of tons and shall be suitable in quality and capacity for the maximum load to be weighed. Submit Weigh Scale Certification and Certified Weight Scale Ticket attesting to the scale's accuracy, including current scale testing results, and a copy of each certified weight scale ticket within two working day(s) after weighing. The Government Representative will perform spot checks as necessary to confirm proper weighing. The scales may be re-tested as directed by the Government Representative to assure the scales are maintaining accuracy. Gross weight, tare (truck) number and weight, net weight, date, and time shall be printed or stamped on the tickets by an electrical or mechanical device.

1.4.2.2 Scale Ticket Form

Use scale tickets (in triplicate) to record the gross, tare, and net weight of stone. Print or stamp gross weights in tons and hundredths of tons on the tickets by an electrical or mechanical device.

MANDATORY ITEMS

1.5 Mobilization and Demobilization,

a. Measurement: Measurement will be made as a job for mobilizing and demobolizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site. This applies to the Prime Contractor and all subcontractor mobilization and demobilization.

b. Payment: Payment will be made at the Contract amount mobilization and demobilization as defined in Contract Clause 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (Dec 1991).

1.6 Stone Procurement and Delivery,

a. Measurement: Measurement will be made as a job for stone delivered to the designated layout area, including all effort and cost incurred by the Contractor for quarry preparation, stone production, weighing, delivery to the job site, off-loading of stone in designated area, g2ctskan

Not using Mob/Demob. They are only delivering. Please change to Delivery. Also there will be no Mob/demob clause either.

meeting safety requirements, and providing latrine as stated in SECTION 35 31 19.03 25. Stone delivered to the layout area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds as determined by scale weights as stated in SECTION 35 31 19.03 25.

b. Payment: Payment will be made at the Contract amount.

The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials and equipment, and performing any associated Contractor quality control, meeting safety requirements, and for performing all work required for each of the unit price items. The quantity determined as stated above will be paid for at the Contract price per Stone delivered.

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL INFORMATION

1.3 SUBMITTALS

1.4 DEFINITIONS

1.4.1 Submittal Descriptions (SD)

1.4.2 Approving Authority

1.4.3 Work

1.5 SUBMITTAL DESIGNATION

1.6 SUBMITTAL REGISTER

1.6.1 Maintain Submittal Register

1.6.2 Use of Submittal Register

1.6.3 Government Approval Submittals

1.6.3.1 Quantity of Submittals

1.6.3.2 Processing of "G" Submittals.

1.6.4 Information Only Submittals

1.6.4.1 General

1.6.4.2 Processing of Information Only Submittals

1.7 SUBMITTAL COORDINATION

1.7.1 Submittal Coordination Meeting

1.7.2 Submittal Register ENG Form 4288-R

1.7.3 Submittal Register Updates

1.8 SCHEDULING

1.9 TRANSMITTAL FORM (ENG FORM 4025-R)

1.10 CROSS-REFERENCE (ENG FORM 4288-R/ENG FORM 4025-R)

1.11 SUBMITTAL PROCEDURES

1.11.1 e-Submittals

1.11.2 Approval of Submittals by the Contractor

1.11.3 Drawings

1.11.3.1 Printed Material

1.12 SAMPLES REQUIRING LABORATORY ANALYSIS

1.13 SAMPLES REQUIRING VISUAL INSPECTION

1.14 FIELD TEST REPORTS

1.15 PURCHASE ORDERS

1.16 CERTIFICATES OF COMPLIANCE

1.17 DISAPPROVED SUBMITTALS

1.18 APPROVED SUBMITTALS

1.19 APPROVED SAMPLES

1.20 CONTRACTOR'S FILES

1.21 PAYMENT

1.22 WITHHOLDING OF PAYMENT

1.23 CONTRACTOR APPROVAL STAMP

PART 2 PRODUCTS - NOT USED

SECTION 01 33 00

SUBMITTAL PROCEDURES

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 (2011c) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

1.2 GENERAL INFORMATION

a. Section 00700 Contract Clauses 52.236-5, MATERIAL AND WORKMANSHIP, paragraph (b) and 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS, apply to all submittals.

b. Make submittals as required by the Specifications. The Government Representative may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective Sections.

c. Use the same units of weights and measures on all submittals as those used in the Contract Drawings.

d. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with Contract requirements.

e. The 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 shall be clearly identified. Submittals shall include 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.

f. Submittals requiring Government approval shall be scheduled and approved prior to the acquisition of the material or equipment covered thereby.

g. Pick up and dispose of samples not incorporated into the work in g2ctskan Cross-Out accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with this Section:

SD-01 Pre-Work Submittals

Submittal Register; G

SD-07 Certificates

Authorized Shop Drawing Approvers

1.4 DEFINITIONS

1.4.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical Sections and in the preliminary submittal register (ENG Form 4288-R, Attachment A1).

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

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 accordance with specified requirements. (Testing shall 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.

Any reports required by the CO or designated representative to assure successful completion of tasks during the life of the Contract.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system, or material attesting that product, system, or material meets specification requirements. Shall be dated after award of project Contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer, or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Text of posted operating instructions.

1.4.2 Approving Authority

Office or designated person authorized to approve submittal.

1.4.3 Work

As used in this Section, on- and off-site work required by Contract documents, including labor necessary to produce submittals (except those SD-01 Pre-Work Submittals noted above) materials, products, equipment, and systems incorporated or to be incorporated in such work.

1.5 SUBMITTAL DESIGNATION

Submittals are classified as follows:

a. Government Approved (G). Government approval is required for critical materials, deviations, an "or equal" decision, equipment whose compatibility with the entire system must be checked, and other items as designated by the CO. Within the terms of Section 00700 Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR SUPPLY, they are considered to be "shop drawings."

b. Information Only. Submittals not requiring Government approval will be for information only. Within the terms of the Section 00700, Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR SUPPLY, these submittals are not considered to be "shop drawings."

1.6 SUBMITTAL REGISTER

1.6.1 Maintain Submittal Register

a. Prepare and maintain Submittal Register, ENG Form 4288-R, 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. This list may not be all inclusive and additional submittals may be required. Do not preassign transmittal numbers when preparing the submittal register.

The preliminary and then the approved submittal register will become the scheduling documents and will be updated monthly and used to control submittals throughout the life of the Contract.

b. The Government will provide the preliminary submittal register in electronic format.

(1) Column (c): Lists Specification Section in which submittal is required.

(2) Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each Specification Section.

(3) Column (e): Lists one principal paragraph in Specification g2ctskan Cross-Out g2ctskan Cross-Out

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.

c. Thereafter, 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.

1.6.2 Use of Submittal Register

Submit submittal register with project schedule. Verify that all submittals required for work are listed and add missing submittals.

Coordinate, update, and complete the fields on the submitted register with the project schedule.

1.6.3 Government Approval Submittals

1.6.3.1 Quantity of Submittals

SD-01, SD-02, SD-03, and SD-05 through SD-11 submittals: Upload submittals with corresponding ENG 4025-R transmittal forms (Attachment A2) as outlined in paragraph entitled e-Submittals. SD-04 submittals: Submit two samples of "G" submittals with two corresponding ENG 4025-R transmittal forms, unless otherwise specified. Upon completion of review, "G" submittal copies will be marked with an action code, dated, electronically signed, and electronically returned to the Contractor as specified below:

1.6.3.2 Processing of "G" Submittals.

a. Submittals will be reviewed and processed as follows:

(1) Approved as Submitted (Action Code "A"): Submittals which can be approved without correction will be stamped "Approved" and returned electronically to the Contractor.

(2) Approved, Except as Noted on Drawings (Action Code "B"):

Submittals which have only minor discrepancies will be annotated in red to indicate necessary corrections. Marked material will be stamped "Approved Except as Noted" and returned electronically to the Contractor for correction.

(3) Approved, Except as Noted on Drawings, Resubmission Required (Action Code "C"): Submittals which are incomplete or require more than minor corrections will be annotated in red to indicate necessary corrections. Marked material will be stamped "Approved Except as Noted - Resubmission Required" and returned electronically to the Contractor for correction. Resubmittal of only those items needing correction required.

(4) Will be Returned by Separate Correspondence (Action Code "D"): Submittals will be addressed by Serial Letter and the Contractor shall respond according to instructions in the letter.

(5) Disapproved (Action Code "E"): Submittals which are fundamentally in error, cover wrong equipment or work, or require extensive corrections, will be returned to the Contractor stamped "Disapproved." Submittal will be returned electronically to the Contractor and an explanation will be furnished on the submitted material or on ENG Form 4025-R indicating reason for disapproval.

Complete resubmittal required.

(6) Receipt Acknowledged (Action Code "F"): Submittals stamped "Receipt Acknowledged" are complete and returned electronically to the Contractor.

(7) Other (Specify) (Action Code "G"): Submittals requiring other specific action will be stamped "Other (Specify)" and returned with a description in the Remarks section. Submittal will be returned electronically to the Contractor. Resubmittal of only those items needing correction required.

(8) Receipt Acknowledged, Does Not Comply (Action Code "X"):

Submittals which have been received but do not comply with Contract requirements. Submittal will be returned electronically to the Contractor stamped "Receipt Acknowledged, Does Not Comply" and an explanation will be furnished. Corrective action and resubmittal required.

b. Resubmittal will not be required for approved submittals unless subsequent changes are made by Contractor or by Contract modification.

For submittals required to be resubmitted, Contractor shall make corrections required, note any changes by dating the revisions to correspond with the change request date, and promptly resubmit the corrected material. Resubmittals shall be associated with the "parent" by use of sequential numbers (for example, resubmittal of transmittal 8 will be 8.1, 8.2, etc). Government costs incurred after the first resubmittal may be charged to the Contractor.

1.6.4 Information Only Submittals

1.6.4.1 General

Upload submittal with corresponding ENG 4025 forms as outlined in paragraph entitled e-Submittals. Normally information only submittals will not be returned. Government approval is not required on information only submittals. These submittals will be used for information purposes. 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 CO 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.

1.6.4.2 Processing of Information Only Submittals

Submit information only submittals electronically prior to delivery of the material or equipment to the job site. ENG Form 4025-R shall be marked with the words "Contractor approved - information copy only" in the REMARKS block of the form. Submittals will be monitored and spot checks made.

When such checks indicate noncompliance, the Contractor will be notified by the same method used for Government Approval submittals. Resubmittal of nonconforming information only submittals shall be reclassified Government Approval ("G") and re-submitted electronically for approval.

1.7 SUBMITTAL COORDINATION

1.7.1 Submittal Coordination Meeting

Meet with the Government Representative, after the pre-work conference and before any submittals are sent to the Government Representative, to further develop the preliminary submittal register (ENG Form 4288-R). During the meeting identify and group all required items into the categories as shown in paragraph entitled SUBMITTAL DESIGNATION.

1.7.2 Submittal Register ENG Form 4288-R

Coordinate the submittal register with the progress schedule and submit within 10 calendar days of Notice to Proceed. In preparing the final document, allow a minimum of 21 days for review and approval, and possible resubmittal of each item on the register.

1.7.3 Submittal Register Updates

The CQC System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Submit copies of updated or corrected listings to the CO at least every 30 days in the quantity specified.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Adequate time (a minimum of 10 calendar days) shall be allowed and shown on the register for Government review and approval. 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 shall be listed on the register. Approval by the CO does not relieve the Contractor of supplying submittals required by the Contract documents but which have been omitted from the register.

c. Re-submit register and annotate monthly 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."

1.9 TRANSMITTAL FORM (ENG FORM 4025-R)

Use the sample transmittal form (ENG Form 4025-R, Attachment A2) for submitting both Government Approval and Information Only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Fill forms in completely prior to submittal. Exercise special care to ensure proper listing of the specification paragraph number(s) and Contract Drawing sheet number(s) pertinent to the data submitted for each item. List each submittal item separately on the form, naming subcontractor, supplier, or manufacturer;

g2ctskan

This is a one time supply buy...

applicable specification paragraph number(s); drawing/sheet number; pay item number; and any other information needed to identify the item, define its use, and locate it in the work. One or more ENG 4025-R forms may be used per Specification Section, however, DO NOT include more than one Specification Section per transmittal.

1.10 CROSS-REFERENCE (ENG FORM 4288-R/ENG FORM 4025-R)

To provide a cross-reference between the approved submittal register and transmittal forms, the Contractor shall record the "transmittal numbers" assigned when submitting items in column "Transmittal No." of the ENG Form 4288-R. The numbers in column "Transmittal No." of the submittal register shall correspond to the column "Item No." on ENG Form 4025-R.

1.11 SUBMITTAL PROCEDURES

Upload submittals in accordance with subparagraphs entitled Government Approved Submittals and Information Only Submittals, unless indicated otherwise in the technical specifications. Submit a complete collated "reviewers copy" with one ENG 4025-R form and attachments (not originals).

1.11.1 e-Submittals

The intent of electronic submittals is to expedite the supply process by reducing paperwork, improving information flow, and decreasing turnaround time. Transmit all submittals, including either an electronically signed or signed scanned copy of form ENG 4025, to the Government electronic (PDF) format via email. Submittals shall be entered and tracked using QCS, if using this software. At completion of Contract closeout, provide a minimum of two archival discs (DVD-R) that include all documents and tracking logs. Color samples, color charts, or physical material samples shall not be transmitted electronically. e-Submittals will not relieve the Contractor from following all applicable requirements within this and other Specifications Sections and Contract Clauses.

1.11.2 Approval of Submittals by the Contractor

a. Submit names and titles of Contractor Authorized Shop Drawing Approvers to the CO with the ENG Form 4288-R. Supplier or subcontractors certifications are not acceptable as meeting this requirement.

b. Before submittal to the CO, the Contractor's Authorized Shop Drawing Approvers shall review and correct shop drawings prepared by subcontractors, suppliers, and itself, for completeness and compliance with Drawings and Specifications. Do not use red markings for correcting material to be submitted. Red markings are reserved for the CO's use.

c. Submittals for Government Approval shall first be Contractor-approved and stamped, see paragraph entitled CONTRACTOR

APPROVAL STAMP.

d. Submittals not conforming to the requirements of this Section will be returned to the Contractor for correction and resubmittal.

1.11.3 Drawings

Each drawing shall be not larger than D size (22 inches high by 34 inches wide), include a title block in lower right hand corner, and a 3- by 4-inch clear area adjacent. The title block shall contain vendor's name, Contract number, description of item(s), Contract line item number, and a revision block. Separate drawings are required for each Contract line item. Where drawings are submitted for assemblies of more than one piece of equipment or systems, of components dependent on each other for compatible characteristics, complete information shall be submitted on all such related components at the same time. The information shall be complete and the sequence of drawing submittal shall be such that all information is available for reviewing each drawing. Drawings for all items and equipment, of special manufacture or fabrication, shall consist of complete assembly and detail drawings. All revisions after initial submittal shall be shown by number, date, and subject in revision block. Any drawing or electronic drawing file submitted, that is not of satisfactory quality, will be returned and shall be corrected and re-submitted.

1.11.3.1 Printed Material

All requirements for shop drawings shall apply to catalog cuts, illustrations, printed specifications, or other data submitted, except that the 3- by 4-inch clear area adjacent to the title block is not mandatory.

Mark out inapplicable portions of the documents. Applicable items such as model numbers, sizes, and accessories shall be indicated by arrow or highlighted.

1.12 SAMPLES REQUIRING LABORATORY ANALYSIS

For tests performed under this Contract, use a testing laboratory validated by the Corps of Engineers Material Testing Center (MTC). The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the Contract specifications and to check the laboratory technician's testing procedures and techniques.

a. Validation. The validation of a testing laboratory is site-specific and cannot be transferred to a facility at a different location. Costs for validation by the Corps of Engineers MTC shall be borne by the laboratory and/or the Contractor. Validation is granted only for the specific testing procedures requested to be validated. The laboratory may select the testing procedures to be validated, except for the Quality Assurance requirements of the applicable ASTM standards listed in this paragraph.

b. Validation Procedures. Validation of a testing laboratory consists of either an inspection or audit, as defined below:

(1) Inspection shall be performed by the MTC to verify compliance with the applicable provisions of ASTM D3740 and ASTM E329.

(2) An audit would be performed by the MTC in lieu of an inspection for laboratories holding a current AASHTO accreditation. Inspection by the MTC may be required after auditing if critical testing procedures required in the Contract were not included in the applicable CCRL or AMRL inspections.

c. Validation Schedule. For stone and riprap the frequency of validation inspections or audits is once every two years. When conditions change substantially from the time of the last validation, laboratories shall be re-validated.

d. Validation Process. For information on the validation process and costs contact the MTC at (601) 634-2496 or fax at (601) 634-3242.

Procedures for validation, including forms requesting validation may be obtained from the MTC web site at:

www.erdc.usace.army.mil/Media/FactSheets/FactSheetArticleView/ tabid/9254/Article/6289/materials-testing-center.aspx.

The Contractor is cautioned that the validation process is lengthy and that it requires immediate action. Keep the CO informed about the validation process as it proceeds in a timely manner.

1.13 SAMPLES REQUIRING VISUAL INSPECTION

Coordinate samples requiring only physical inspection for appearance and suitability with the on-site Government Quality Assurance Representative

(GQAR).

1.14 FIELD TEST REPORTS

Deliver routine tests in accordance with Section 35 31 19.03 25, STONE

PROCUREMENT AND DELIVERY.

1.15 PURCHASE ORDERS

a. Each purchase order issued by the Contractor for materials and equipment to be incorporated into the work shall:

(1) Clearly identify the applicable Contract number

(2) Carry an identifying number

(3) Be in sufficient detail to identify the material being purchased

(4) Indicate a definite delivery date.

b. Furnish copies of purchase orders to the CO when the Contractor requests assistance for expediting deliveries of equipment or materials, or when requested by the CO for the purpose of quality assurance review.

1.16 CERTIFICATES OF COMPLIANCE

Submit an electronic copy of certificates required for demonstrating proof of compliance of materials with specification requirements. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company, contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.17 DISAPPROVED SUBMITTALS

a. Make all corrections required by the CO and promptly furnish a corrected submittal in the form specified for the initial submittal.

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 Contract Clause 52.243-4, CHANGES, is to be given to the CO. The Contractor shall be responsible for the dimensions and design of connection details and performance of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

b. If changes are necessary to submittals, make such revisions and re-submit 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.

1.18 APPROVED SUBMITTALS

a. The CO's approval or acceptance of submittals shall not be construed as a complete check, and indicates only that the general method of supply, materials, detailing, and other information are satisfactory.

b. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contactor Quality Control (CQC) requirements of this Contract shall be responsible for dimensions, the design of adequate connections and details, and the satisfactory performance of all work.

c. After submittals have been approved by the CO, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.19 APPROVED SAMPLES

a. Approval of a sample is only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements. Before submitting samples, ensure that the materials or equipment will be available in quantities required. No change or substitution will be permitted after a sample has been approved.

b. If requested, approved and/or disapproved samples, including those which may be damaged in testing, will be returned at the expense of the Contractor upon completion of the Contract.

c. 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.

d. Samples of various materials or equipment delivered on the site or in place may be taken by the CO for testing. Samples failing to meet Contract requirements will automatically void previous approvals.

Contractor shall replace such materials or equipment to meet Contract requirements.

e. Approval of the Contractor's samples by the CO does not relieve the Contractor of his responsibilities under the Contract.

1.20 CONTRACTOR'S FILES

Maintain "Approved as Accepted" and "Approved, Except as Noted on Drawings" (Action Codes "A" and "B") shop drawing files in fabrication shops and at field sites for Government use.

1.21 PAYMENT

Separate payment will not be made for submittals, and all costs associated therein shall be included in the applicable unit prices or lump sum prices contained in the Price Schedule. Payment will not be made for any material or equipment which does not comply with Contract requirements.

1.22 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment will be made for any materials incorporated into the work for Information Only submittals found to contain errors.

1.23 CONTRACTOR APPROVAL STAMP

Stamps used by the Contractor on the submittal data to certify that the submittal meets Contract requirements shall be similar to the following:

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS - NOT USED

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS - NOT USED

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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 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. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

Order CRD-C DOCUMENTS from:

U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 E-mail: MTC-INFO@erdc.usace.army.mil Internet:

http://gsl.erdc.usace.army.mil/SL/MTC/handbook/handbook.htm Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.usace.army.mil/publications or http://www.hnd.usace.army.mil/techinfo/engpubs.htm

PART 2 PRODUCTS - NOT USED

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 31 19.03 25

STONE PROCUREMENT AND DELIVERY

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUARRY

1.3.1 General

1.3.2 Sampling, Testing, and Acceptance of Stones

PART 2 PRODUCTS

2.1 STONE

2.1.1 Sources

2.1.2 Stone Quality

2.1.3 Testing Procedures

2.1.4 Classification

PART 3 EXECUTION

3.1 HAULING EQUIPMENT

3.2 STORAGE AREA

3.3 HANDLING EQUIPMENT

3.4 HANDLING STONES

SECTION 35 31 19.03 25

STONE PROCUREMENT AND DELIVERY

PART 1 GENERAL

This Section covers procurement, delivery, and sorting of stone for the Dexter Left Bank Wingwall Erosion Repair located just downstream of Dexter Dam. Placement of the stone on the river bank is not required.

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 C127 Modified (2012) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C131 Modified (2006) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C666/C666M Modified (2003; R 2008) Resistance of Concrete to Rapid Freezing and Thawing

ASTM C88 Modified (2013) Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 148 Modified (1969) Method of Testing Stone for Expansive Breakdown on Soaking in Ethylene Glycol

1.2 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 Pre-Work Submittals

Quarry Documentation/Stone Testing

SD-06 Test Reports

Submit test results for the following:

Unit Weight and Absorption; G

Abrasion; G

Magnesium Sulfate Soundness; G

Accelerated Expansion; G

The following lab tests on stone may be required to be submitted to the Government based on visual analysis:

Wetting and Drying; G

Freezing and Thawing; G

Petrographic Examination; G

X-Ray Analysis; G

1.3 QUARRY

1.3.1 General

The Contractor shall be responsible for all arrangements for quarry permits and right-of-ways, for adequate investigation and exploration, and for selection, development, and operation of the quarry to supply stones for this Contract of the weight, size, shape, and quality specified herein.

Inspection for acceptance of individual stones will be by the Government at the quarry and at the stone storage site at Dexter Dam.

1.3.2 Sampling, Testing, and Acceptance of Stones

a. Quarry Documentation/Stone Testing - Laboratory tests, geologic examination, and service records will determine the acceptability of stones. When recent satisfactory test results and service records are not available, subject the proposed stones to all such tests as specified to determine that the stones are durable and suitable for use in the work. Tests, to which the stones will be subjected, include specific gravity, absorption, abrasion, accelerated expansion, magnesium sulfate soundness, and other such supplemental tests as may be necessary. Testing to determine conformance with the requirements of paragraph STONE for acceptance or rejection of stones proposed for use and to determine stone classification will be performed by a Corps validated testing laboratory in accordance with Section 01 33 00, SUBMITTAL PROCEDURES.

b. Sampling - In the absence of previous satisfactory test results or satisfactory service records from other Corps of Engineers (COE) projects: select representative samples, as witnessed by the GQAR, of all stone types proposed for use in the repair and deliver the samples to an approved testing laboratory. Give the Government 48 hours notice before the required GQAR witnessing of the stone sample selection.

Select and deliver these samples to the approved testing laboratory within five days after receipt of notification of insufficient or unsatisfactory test and service records. Samples of stones shall consist of 5 to 10 pieces with a total weight of not less than 150 pounds for each rock type proposed for use in the repair. No single piece shall weigh more than 100 pounds. The presence of the GQAR during the stone sample selection will not relieve the Contractor of the responsibility to secure representative samples from the quarry for testing.

c. Testing - Separate tests will be made for each different rock type.

Satisfactory Contractor documentation or laboratory results on stone samples will not constitute approval of all rock in the quarry and will not in any way change the requirements for obtaining, developing, and maintaining a satisfactory source of stones. Throughout the duration of this Contract, the Government may sample and test stones delivered to the dam and proposed for use in the repair. No Contract extension will be granted for specified submittal and testing time or because materials fail to meet the specification requirements.

d. Failure of Stones - Remove stones failing to meet specific requirements from the storage area.

PART 2 PRODUCTS

2.1 STONE

2.1.1 Sources

a. Selection of Source - Designate in writing only one source or one combination of sources that is proposed to furnish stone. It is the Contractor's responsibility to determine that the stone source or combination of sources selected is capable of providing the quality, quantities, and gradation needed. The Contractor is responsible for identifying additional satisfactory stone sources should the quarry fail to produce acceptable stone.

b. Acceptance of Materials - Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the GQAR.

2.1.2 Stone Quality

a. Each stone accepted for use in the repair shall be composed of strong, hard, durable materials that will not slake or deteriorate on exposure to the action of water or atmosphere; shall not contain cracks, joints, faults, seams, or bands of minerals or deleterious materials which would result in breakage or reduction of specified stone weights or dimensions during or after placement in the repair;

and shall be free of expansive or other materials which would cause accelerated deterioration by exposure to project climatic conditions.

Each stone shall have sufficiently uniform physical properties throughout so that all portions of the stone will meet the specified test requirements. Subject weak or inferior-appearing portions of any non-uniform type stone to all testing necessary to determine that the stone will not be susceptible to splitting or differential weathering.

Any stone, containing an inferior rock material portion that does not meet the specified test requirements, will be rejected as unsatisfactory for the repair. Igneous flow breccias, volcanic breccias, and sedimentary rocks have not performed well and are considered unsuitable for use in this application. Each stone shall be clean and sharp-edged and the longest dimension of any stone shall not exceed three times its shortest dimension. It is intended for stones to be blocky in overall shape. Due to the nature of the repairs, avoid producing stones which are dominate in a single dimension (i.e. slabby or tabular). Each stone shall meet all the following test requirements for quality:

TEST REQUIREMENT

a. Unit Weight Not less than 165.0 pounds per cubic foot

b. Absorption Not more than 5.0 percent

c. Abrasion-500 revolutions Not more than 20.0 percent loss (by weight)

d. Magnesium Sulfate Soundness

- 5 cycles

Not more than 15.0 percent loss (by weight)

e. Accelerated Expansion Not more than 15.0 percent breakdown (by weight) or piece count

Supplemental test requirements which may be required by the Government based on visual analysis include the following:

TEST REQUIREMENT

f. Wetting and Drying - 80 cycles

Not more than 15.0 percent loss (by weight)

g. Freezing/Thawing - 100 cycles Not more than 15.0 percent loss (by weight)

h. Petrographic Examination Absence of weakness or materials that could result in significant stone alteration and reduction in durability

i. X-Ray Analysis (Spectrographic and Diffraction)

Absence of deleterious clays or other minerals that could result in significant deterioration of rock quality

2.1.3 Testing Procedures

The test results reported by the approved testing laboratory will be considered as exact results…