W912P421T0004_COMB_BRL_ARMOR_STONE.pdf

1/13/2021 4:37 PM

BID FORM

RUBBLEMOUND STONE FOR BREAKWATER REHABILITATION

DELIVERED TO BUFFALO HARBOR, NEW YORK

Item Description Quantity Unit Unit Price

Amount

1 Armor Stone A1 (Base Bid) 1000 Ton (2000 lb)

2 Armor Stone A2 (Base Bid) 750 Ton (2000 lb)

3 Armor Stone A1 (Optional) 700 Ton (2000 lb)

4 Armor Stone A2 (Optional) 1200 Ton (2000 lb)

TOTAL

Notes:

1. Offers must be complete as to all items on the Offer Sheet. Failure to complete all items will render the bid non-responsive.

2. The Government will evaluate offers for award purposes by adding the total price for the BASE Items requirement to the total price for the OPTIONAL Items. Evaluation of options does not obligate the Government to execute any options.

3. The Government may elect to award any combination of option items or none of the option items. If any option items are exercised, the Government reserves the right to limit the quantity of material up to the estimated quantity of the option item. Additionally, the Contractor shall perform the work included in any or all of such items as directed and shall be paid therefore at rates appearing in the schedule of quantities and prices as applicable to the amount of work directed.

4. The Government reserves the right to award optional items of work no later than 120 calendar days after the date of Contract award.

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SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

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.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44(2007) NIST Handbook 44: Specifications, Tolerances, and other Technical Requirements for Weighing and Measuring Devices

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data Weigh Scale Certification; G, OT

If an on-site scale is used, prior to the use thereof, submit details on the location and construction of the scale and a copy of the certification of the scale's accuracy from the local weights and measures regulating agency.

Weight Certificates

Submit certified weight certificates for stone.

Bill of Lading

Submit Bill of Lading for each vessel/barge or truck of stone.

Displacement Gauges; G, OT

Gauging Tables; G, OT

On-Site Scales; G, OT

1.3 UNIT PRICE PAYMENT ITEMS

SECTION 01 22 00.00 10 Page 2

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. 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, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 RUBBLEMOUND STONE FOR STRUCTURE REPAIR

1.3.1.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling, and delivering the stone as specified.

1.4 PAYMENT

Payment will be made at the contract unit price per ton delivered for the following items, which will constitute full compensation for providing all plant, labor, and materials, and performing all operations required to complete the work as specified herein. All stone materials shall be new quarried materials.

Bidding Schedule Designation

Armor Stone A1 Armor Stone A2 Armor Stone A3 Underlayer Stone B1

1.4.1 Invoices shall be submitted to the following address:

Department of the Army U.S. Army Engineer District, Buffalo Ohio Area Office ATTN: Mr. Andre Hampton 1035 East 9th Street Cleveland, OH 44114

1.4.2 Payments will be made by:

USACE Finance Center

ATTN: CEFC-AO-P

5720 Integrity Drive Millington, TN 38054-504

1.5 MEASUREMENT

Stone will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The stone will be measured for payment by being weighed on approved scales before being placed in the

SECTION 01 22 00.00 10 Page 3 work. Quarry weights will not be accepted. Scales shall be of sufficient length to permit simultaneous weighing all axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. The scales, located at the delivery location, shall be certified as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. The Contractor shall furnish the scales. If commercial scales are readily available in close proximity 10 miles of delivery location, the Contracting Officer may approve the use of the scales. The stone shall be weighed in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite. New stone materials will be measured for payment by the ton (2,000 pounds) of material delivered as determined by carrier displacement or certified scale weight tickets, as approved by the Contracting Officer.

1.5.1 Method of Determining Weight with Delivery by Vessel or Barge

A Bill of Lading shall accompany every vessel or barge loaded at a quarry to indicate indicating the origin, specific type of stone and draft/freeboard readings on the vessel or barge. Only one type of stone shall be allowed per vessel or barge.

1.5.1.1 Displacement Gauges

If stone is delivered by vessel or barge, the carrier shall, prior to use in connection with this work, be fitted by the Contractor at its own expense with gauges or such other facilities for determining displacement as may be required by, or be satisfactory to, the Contracting Officer. Carriers, which owing to their model or other cause cannot be accurately gauged for displacement, shall not be used on this work. Gauges shall be graduated to the tenth of a foot, or to other suitable unit approved by the Contracting Officer. They shall be six (6) in number and shall be located as follows: two (2) near each end on opposite sides and two (2) amidship on opposite sides. The gauges shall be attached solidly to the hull itself, and wherever practicable, shall be located inside the hull. If located inside the hull, provisions shall be made for the free passage of the outside water to a vertical tube and for the ready measurement of the depth of the water within the tube. If located outside on wood hulls, the gauges shall be protected by solid fenders or be recessed into the planking, or if on steel hulls, the gauge marks may be placed directly on the plates and identified by punch marks. Gauges shall be so placed that their zeros are below water when the carrier is in its normal trim, light and free from water. The installation of the gauges shall be subject to the approval of the Contracting Officer. The Contracting Officer shall be allowed to be present at the installation of gauges and (s)he shall be notified a minimum of five (5) days prior to installation of gauges.

1.5.1.2 Gauging Tables

To facilitate the determination of the weight of each load, a gauging table for each carrier employed shall be prepared by an accredited agent satisfactory to the Contracting Officer. The gauging table shall show the cargo weight, in tons of 2,000 pounds, for each unit of measurement of the draft. If the lines of the carrier are such that the cubic feet of displacement for each measured unit of draft can be accurately calculated, the gauging table shall be based upon the data, using 62.4 pounds as the weight of one (1) cubic foot of water. If the lines of the carrier to be gauged are such as to render impracticable the preparation of the gauging table by the above described method, the weight for each unit of draft shall be determined by measurement of displacement by actually loading stone of known weight and

SECTION 01 22 00.00 10 Page 4 the weight thus obtained shall be entered in the table for use in subsequent gauging. If alterations are made in any carrier which will affect the accuracy of the gauging table, after it has been prepared, or if otherwise deemed necessary at any time by the Contracting Officer, the carrier shall be remeasured, and a new gauging table prepared. The Contractor shall furnish such labor and material as may be required in collecting data for the preparation of gauging tables, and the cost of the labor and material so furnished shall be included in the contract unit price per ton for the items as applicable. Existing stone placed in lieu of new stone is excluded from measurement for payment for new stone.

1.5.1.3 Reading of Draft Gauges

Readings to determine the draft will be taken before and after unloading. The difference in tonnage found between loaded and light, will be used to determine the net weight to be paid. The draft shall be determined from the average of all six (6) readings, weighting the readings of the middle gauges at double those of the end gauges. (G1 + G2 + 2xG3 + 2xG4 + G5 + G6) divided by 8 = average draft. The Contracting Officer shall be present at all draft gauge readings.

1.5.1.4 Uniform Loading

The carrier shall be so loaded as to cause uniform submergence. The increase in draft on the middle gauges, as a result of the load, shall not differ by more than 0.5 feet from each other and that between any bow gauges and any stern gauges shall not differ more than 1.5 feet from each other. If such is not the case, the Contractor shall trim the carrier by shifting the stone until this limit is reached, before the stone will be accepted. If, however, the carriers proposed to be used by the Contractor are so built that they cannot be loaded as prescribed, and yet can be calibrated accurately for displacement under varying loads, such other method of determination of displacement as may be approved by the Contracting Officer may be used.

1.5.1.5 Readings in Still Water

All measurements for determining gauging table data and for load depths shall be made in still water as close to the work as is possible. The Contractor is required to place the carriers where such measurements can be accurately made.

1.5.1.6 Leaks

All carriers used in transporting stone shall be free of leaks such as would render accurate gauging difficult. Facilities for inspecting the hold of each carrier to determine whether leakage is occurring shall be provided. Each carrier shall also be provided with adequate pumping facilities, and if water is found to be accumulating in the hold, the carrier shall be pumped dry before each gauging, both before and after unloading.

1.5.1.7 Variations During Unloading Operations

Lightening by pumping or by transfer of crews or supplies will not be permitted while stone is being discharged. Should any lightening become necessary, the unloading of stone shall be suspended and the draft readings taken before and after lightening, or, upon approval of the Contracting Officer's onsite representative, other record made of the amount removed. The amount determined by the Contracting Officer, as having been removed shall be excluded from the net tonnage paid.

SECTION 01 22 00.00 10 Page 5

1.5.1.8 Carrier Designations

Each carrier shall be plainly marked by a distinctive number, letter, or name, which shall not be changed or given to any other carrier during the contract period.

1.5.1.9 Verification of Measurements

The readings, other data, and calculations from which the gauging table and the tonnage are determined will be open to verification by the Contractor and shall be subject to the approval of the Contracting Officer. The Contractor is invited to be present in person or to be represented by an authorized agent during the measuring of carriers. When the displacements of the carriers are determined or redetermined, a record of allowed displacement for quantity determination will be sent to the Contractor. If the Contractor protests within five (5) days, the carrier will be remeasured and the Contractor must be present in person or be represented by an accredited agent so that correct measurements can be agreed upon. The Contractor will be given the weight of each load, as it is determined. Failure to protest within five (5) days will be taken as equivalent to expressing satisfaction with the measurements and weight of stone determined by the Contracting Officer.

1.5.1.10 Carriers Not Measured

In case any stone is delivered by carriers not measured for displacement and marked as herein described, the Contractor shall, with the Contracting Officer's approval and at the Contractor's expense, furnish means for properly and conveniently weighing such stone at the work site.

1.5.2 Method of Determining Weight with Delivery by Truck

The method of measurement for determining the weight of stone materials delivered by truck shall be certified weigh bills provided by the Contractor at the job site from either on-site or off-site scales.

Weigh bills and the scales used for weighing of trucks and materials contained therein shall, unless otherwise approved by the Contracting Officer, conform to the following requirements:

a. Scales shall conform to the requirements of the National Bureau of Standards (NBS) Handbook NIST HB 44. The tolerance applications of the Handbook, as applicable to under registration and over registration and to tests involving digital indications or representations, shall apply. The manufacturer shall not use a scale for weighing a load totaling more than the nominal capacity marked on the scale. Any portion of the load in excess of the nominal scale capacity will not be considered for payment.

(1) The accuracy of the scale shall be checked. When a State scale inspector is not immediately available for checking the scale, the Contractor may, at its own expense, secure a check from a local official sealer of weights and measures, or the Contracting Officer, may give tentative approval, based on check truckloads weighed on other scales which bear an official seal placed in the current calendar year.

b. The total weight of a single highway vehicle shall be weighed as a single draft and shall not be determined by adding together the results obtained by separately weighing each end of such

SECTION 01 22 00.00 10 Page 6 vehicle, except that weighing of a coupled combination may be determined without uncoupling under the following conditions:

(1) The brakes are released.

(2) There is no tension or compression on the drawbar.

(3) The approaches are straight and in the same level plane as the scale platform.

(4) The approaches are paved at least fifty (50) feet in each direction with a seal coat or higher type surfacing.

(5) The approaches are of sufficient width and length to ensure level positioning of vehicles during the weighing operation.

c. When a printout system is employed on a platform or surge bin scale, it shall be equipped with a printer, which shall print the following information on a triplicate ticket for each truckload:

(1) Time.

(2) Date.

(3) Sequential ticket number (may be preprinted on ticket).

(4) Gross Weight.

(5) Tare Weight (trucks shall be tare weighed at least twice daily).

(6) Net Weight.

(7) Net accumulated job daily total.

(8) Truck identification number (or license plate number).

d. The system shall be so interlocked as to allow printing only when the scale has come to a complete rest.

1.5.2.1 Scales

For scales not equipped with the print-out system, as stated above, weigh bills shall contain the same or equivalent data as specified for the print-out system. Weigh bills, including printouts, shall be certified by the signature of the scale operator, which shall attest that the information shown on the weigh bill is correct and is the weight(s) observed on the scale at the time of weighing. Each weigh bill shall also be certified by the Contractor attesting that the entire load was properly placed in the work, and shall show the time and date of weighing and the time and date of unloading. Each truck shall be plainly marked by a distinctive number, letter, or name, which shall not be changed or given to any other truck during the contract period. The Government reserves the right to periodically inspect the weighing operations at the scales. Copies of waybills and delivery tickets shall be submitted during the progress of the work with the Contractor's daily Quality Control Reports. Before the final statement is allowed, the Contractor shall file certified waybills and certified delivery tickets for all stone actually used.

1.5.2.2 On-Site Scales and Weigh Scale Certification

On-site scales shall be certified by the applicable local weights and measures regulating agency and shall be as approved by the Contracting Officer. Scales shall be of the recording type and of the size required to weigh the materials and containers or vehicles. The scale shall include housing for the instruments and scale operator, with heat, lighting and ventilation.

1.6 UNIT OF MEASURE

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Unit of measure: ton (2,000 pounds)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

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 to 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. Picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations samples remaining upon completion of the work.

1.1 DEFINITIONS

1.1.1 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 a notice to proceed. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance Surety bonds

SECTION 01 33 00 Page 2

List of proposed subcontractors List of proposed products List of proposed survey equipment Construction Progress Schedule Network Analysis Schedule (NAS) Submittal register Schedule of prices Work plan Quality control (QC) plan E-Verify Documentation

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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SECTION 01 33 00 Page 3

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.

(Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Hot Work Permit

Certificate of Compliance for Cranes and Operators

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, SECTION 01 33 00 Page 4 during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data 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.

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.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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 this section.

SD-01 Preconstruction Submittals

Submittal register; G, OT

1.2.1 Designated Reviewers

SECTION 01 33 00 Page 5

The organization designated to perform the review for approval for items requiring Government approval (G) is identified by acronym in the (f) (CLASSIFICATION/GOVT OR A/E REVWR) column on the SUBMITTAL REGISTER. Following is a list of the acronyms used and their full description:

OT = Technical Services Division, Operations Branch, Operations / Technical Support Section. Buffalo District, U.S. Army Corps of Engineers

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.2 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.6 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.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.

These forms are included in the QCS 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.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

SECTION 01 33 00 Page 6

1.8 VARIATIONS / SUBSTITUTION REQUESTS

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.

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. 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 Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.9 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

SECTION 01 33 00 Page 7 inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register 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.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC 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.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields 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.

1.9.3 Approving Authority Use of Submittal Register

SECTION 01 33 00 Page 8

Update the following fields.

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.

1.9.4 Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.9.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.10 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.

SECTION 01 33 00 Page 9

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."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

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 entitled "Review Notations" and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One copy of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.12 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall 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 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, the Contractor shall 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.

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. Approval or acceptance 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.

1.14 APPROVED SAMPLES

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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 disapproved 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.

1.15 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

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1.18 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:

| CONTRACTOR

| (Firm Name)

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

For design-build construction, both the Contractor Quality Control System Manager and the Designer of Record are to stamp and sign to certify that the submittal meets contract requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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SPECIAL PROJECT PROCEDURES

07/06

1.1 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

Stone Sources; G,OT

Schedule of Work; G,OT

Contractor shall submit a complete Schedule of Work.

Plan of Operations; G,OT

Contractor shall submit an overall plan of operations for all phases of work.

E-verify Information

SD-07, Certificates

Notifications; G,OT

Submit notification contacts, including date, time and individual contacted.

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.2.1 Commencement

The Contractor shall be required to commence work under this contract within ten (10) calendar days after the date of receipt by the Contractor of the Notice of Award to prosecute said work diligently, and to complete the entire work not later than 15 November 2021. The Contractor shall comply with the milestone schedule below.

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Milestone Maximum Calendar Days After Receipt of Notice of Award

Commence Work (Submittals, Administration, etc.) 10

a. The Notice of Award is expected to be issued no later than 29 January 2021.

1.2.4 Schedule of Work

The Contractor shall submit a complete schedule of work covering the period of time from the Notice of Award through the specified duration of the contract to the Contracting Officer within ten (10) calendar days of receipt of the Notice of Award.

1.3 SECURITY

1.3.1 E-Verify

The Contractor must pre-screen candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that all contractors working on this contract have two valid forms of Government issued identification prior to entering the information in E-Verify. The vendor must ensure the correct information is entered into the E-verify system. An E-Verify verification sheet for each verified/eligible contractor candidate, working on this contract, must be provided to the COR no later than 3 business days after the initial contract award.

(The purpose of using E-Verify is to ensure all contractors are U.S. citizens or documented foreign citizens with authority to work in the United States of America). The COR will forward the verification sheets to the USACE, Buffalo District Security Office for validation.

1.3.2 Access and General Protection/Security Policy and Procedures

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

PART 2 PRODUCTS

2.1 Stone Sources

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For each type of stone material it proposes to furnish, the Contractor shall, within 10 days after receipt of the "Notice of Award," designate in writing one source or one (1) combination of sources. Submit information including: (1) areas and lifts of the quarry or pit to be worked, (2) the specific geological strata to be utilized, (3) available laboratory testing records, (4) bulk specific gravity range, and (5) previous use records. If a proposed source is disapproved, submit the required data for a replacement source. The following listed stone sources have been inspected and tested and/or have previously furnished materials that meet the quality requirements stipulated in the specifications. Each source shown contained, at the time of inspection and testing and/or previous use, suitable in-place stone from which the specified material quality and type could be or was produced. More detailed information for each of the listed stone sources is available for inspection by the Contractor in the Coastal/Geotechnical Section, Department of the Army, United States Army Engineer District, Buffalo, 1776 Niagara Street, Buffalo, New York 14207-3199. The required materials are listed in the following table:

Type Material Size Range

A1 Armor Stone 6.9 ton – 15 ton A2 Armor Stone 1.4 ton – 3.0 ton

Sources in Ohio

1. Hanson Aggregates, 3945 Centennial Road, Sylvania, OH 43560; (419)841-3014; rock formation, Niagaran limestone; listed for Type A, B and C stone production. Specific gravity: 2.61. Inspected by the Buffalo District in May 1993 and tested for stone use by the Ohio River Division Laboratory in August 1993.

2. LaFarge North America, Marblehead Stone Division, 522 Limestone Drive, Marblehead, OH 44131;

(419) 798-4486; quarry at Marblehead, OH; rock formations: Columbus limestone, Lucas and Amherstberg dolomites; listed for Types A, B, and C stone production. Specific gravity: 2.58. Inspected by the Buffalo District in July 2005 and tested for stone use by Ohio River Division Laboratory in July 1991.

3. Johnson Stone Products Inc., 202 State Street, Box 39, Kipton, OH 44049-0039; (440) 775-1913; quarry at Kipton, OH; rock formation: Berea sandstone;listed for Type A, B and C stone production. Specific gravity: 2.24. Inspected by the Buffalo District in November 1995 and tested for stone use by Ohio River Division Laboratory in 1996.

4. Cleveland Quarry Ltd., P.O. Box 261, Amherst, OH 44011; (216) 986-4501; quarries at South Amherst, OH; rock formation: Berea sandstone; listed for Type A, B and C stone production; Specific gravity: 2.24.

Inspected by the Buffalo District in May 1991 and tested for stone use by Ohio River Division Laboratory in 1875.

5. Wagner Quarries Co., 4203 Milan Road, Sandusky, OH 44870; (419) 625-8141; rock formation: similar to the Amherstberg member of the Detroit River group. Specific gravity: 2.41. Inspected by the Buffalo District in July 2001 and tested for stone use in September 2001.

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6. Sandusky Crushed Stone, 9220 Portland Road, Castalia, OH 44824; (419) 483-4390; rock formation:

Delaware Group limestone and Columbus Formation dolomite and dolomitic limestone; listed for Type A, B, and C stone production. Specific gravity: 2.71. Inspected by the Buffalo District in August 1990 and tested for stone use by Ohio River Division Laboratory in June 1992.

Sources in New York

1. Blades Construction Products, Inc., Stuben Crushed Stone Division, RD 4, Bath, N.Y. 14810; (607) 776- 3357; quarry at Bath, NY; rock formation, Wiscoy graywacke and sandstone; listed for Type A stone production; Specific gravity: 2.56; Inspected in 1991 and tested in 1976 by the Buffalo District.

2. County Line Stone Co., County Line Road, Akron, N.Y. 14001, (716) 542-5435; quarry at Akron, NY, rock formation, Onondaga limestone; listed for Type A stone production; Specific gravity: 2.67.

Inspected by the Buffalo District in 1991 and tested suitable for stone use by ORD in 1984.

3. Dolomite Products, 1150 Penfield Rd., Rochester, N.Y., 14625, (585) 381-7010; quarry at Penfield, NY;

rock formation, Lockport dolomite; listed for Type A stone production; Specific gravity: 2.64. Inspected by the Buffalo District in 1995 and tested suitable for stone use by ORD in 1995.

4. Hanson Aggregates, 6896 Ellicott St., Pavillion, N.Y., 14525 (585) 343-1787; quarry at Stafford, N.Y., rock formation Onondaga limestone first and second lifts for riprap; listed for Type A stone production, Specific gravity: 2.64. Inspected by the Buffalo District in 1995 and tested suitable for stone use by ORD in 1995.

5. Hanson Aggregates, (previously named; General Crushed Stone), P.O. Box , Lecona, N.Y. 13083; (585) 387-3014; quarry at Lecona, NY; rock formation is Onondaga limestone; listed for Type A stone production, Specific gravity: 2.65.

6. Hanson Aggregates, (previously named; General Crushed Stone), P.O. Box 310, Jamesville, N.Y. 13078;

(716) 469-3251 or 469-5501; quarry at Jamesville, NY; rock formation is Onondaga limestone; listed for Type A stone production, Specific gravity: 2.65. Inspected by the Buffalo District in 1986 and tested suitable for stone use by ORD in 1986.

7. Hanson Aggregates, (previously named; General Crushed Stone), P.O. Box 151, Honeoye Falls, N.Y.

14472; (585) 624-1200; quarry at Honeoye Falls, NY; rock formation is Onondaga limestone; listed for Type A stone production, Specific gravity: 2.66. Inspected by the Buffalo District in 1991.

8. Hanson Aggregates, (previously named; General Crushed Stone), Oak Corners, N.Y., (585) 789-6202;

quarry at Oak Corners, NY; rock formation is Onondaga limestone; listed for Type A stone production, Specific gravity: 2.67. Inspected by the Buffalo District in December 1994 and tested in 1976.

9. Hanson Aggregates, (previously named; General Crushed Stone), Skaneateles, N.Y., 13152; (585) 685- 3321 quarry at Skaneateles, N.Y.; rock formation is Onondaga limestone; listed for Type A stone production; Specific gravity: 2.70. Inspected by the Buffalo District in 1982 and tested suitable for stone use by ORD in 1971.

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10. Hanson Aggregates, (previously named; General Crushed Stone), R.D. #2, Quarry Road, Sodus, N.Y., 14551 (585) 483-9193; quarry at Sodus, N.Y.; rock formation is Lockport dolomite; listed for Type A stone production, specific gravity: 2.65, last inspected by the Buffalo District in 1976 and tested suitable for stone use by ORD in 1978.

11. Hanson Aggregates, (previously named; Genesee LeRoy Stone Corp.), 6896 Ellicott St., Pavillion, N.Y.,

(716) 584-8840 rock formation Grimsby Sandstone formation; listed for type A stone production.

Specific Gravity: 2.55, last inspected by the Buffalo District in 1995 and tested suitable for stone use by ORD in 1995.

12. Hanson Aggregates, PO Box 363, Batavia, N.Y., 14020, (585) 343-1868; quarry at Stafford, N.Y., rock formation, Onondaga limestone first and second lifts; listed for Type A, B, C and D stone production.

Inspected 9/79 and tested in 1/80 by the Buffalo District.

13. Togemco, Inc. 615 S.