Construction Technical Specs Package.pdf

HDR Engineering Inc. 555 N. Carancahua, Suite 1600, Corpus Christi, TX 78401-0849 (361) 696-3300

TBPELS Firm Registration No. F-754

Technical Specifications -

IFB

Brownsville Navigation District Cargo Dock No. 3 Construction HDR Project No. 10320226

Port of Brownsville, Brownsville, Texas September 22, 2023

BND CD3 Phase 1 – Construction Package IFB

HDR Engineering Inc. 555 N. Carancahua, Suite 1600, Corpus Christi, TX TBPELS Firm Registration No. F‐754 78401‐0849 (361) 696‐3300 HDR Project No. 10320226

SEALS AND SIGNATURES

The seal and signature below applies to the following Specifications divisions and sections of this Specifications Package:

The seal and signature below applies to the following Specifications divisions and sections of this Specifications Package:

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 22 13 CONSTRUCTION VIBRATION MONITORING

DIVISION 03 - CONCRETE

03 31 30 MARINE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 10.00 10 METALLIC COATINGS

DIVISION 31 - EARTHWORK

31 62 16.13 STEEL PIPE PILES

DIVISION 35 - WATERWAY AND MARINE

CONSTRUCTION

35 59 13.16 MOLDED MARINE FENDERS

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORMWATER UTILITIES

Navin K. Galani, PE Texas PE License No. 103513

Justin A. De La Rosa, PE Texas PE License No. 134885

Engineer’s seal and signature does not apply to the documents that comprise Division 00, Bidding and Contracting Requirements.

It is a violation of applicable laws and regulations governing professional licensing and registration for any person, unless acting under the direction of the licensed and registered design professional(s) indicated above, to alter in any way the Specifications in this project manual.

END OF SEALS AND SIGNATURES

BND CD3 Phase 1 - Construction Package IFB

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 22 13 CONSTRUCTION VIBRATION MONITORING

DIVISION 03 - CONCRETE

03 31 30 MARINE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 10.00 10 METALLIC COATINGS

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 62 16.13 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORMWATER UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.16 MOLDED MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Owner may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings and as specified in respective specification sections.

Contractor is to check and approve all items before 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.

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Owner approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to start of construction (work), issuance of contract notice to proceed by Owner, or commencing work on site.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Project Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices

Health & Safety Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-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 for the project.

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

SD-05 Design Data

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

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

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

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

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

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

Submit the following in accordance with this section:

SD-01 Preconstruction Submittals

Submittal Register

1.4 SUBMITTAL CLASSIFICATION

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal using the transmittal form prescribed by the Owner.

Include all information prescribed by the transmittal form and required in paragraph IDENTIFYING SUBMITTALS. Use the submittal transmittal forms to record actions regarding samples.

1.5.2 Identifying Submittals

The Contractor must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Owner.

Identify submittals with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location

b. Construction contract number

c. Dates of the drawings and revisions

d. Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

e. Section number of the specification by which submittal is required

f. Submittal description (SD) number of each component of submittal

g. For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

h. Product identification and location in project.

1.5.3 Submittal Format

1.5.3.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.3.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format in sets.

1.5.3.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Owner contract number in the margin, immediately below the title block, for each drawing.

1.5.3.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete, bound volume.

Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.3.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.3.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Owner. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.3.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.3.4 Format of SD-04 Samples

1.5.3.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.3.4.2 Sample Incorporation

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.5.3.4.3 Comparison Sample

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.3.5 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper. Provide a bound volume for submittals containing numerous pages.

1.5.3.6 Format of SD-06 Test Reports

Provide reports on 8 1/2 by 11 inch paper in a complete bound volume.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.3.7 Format of SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inch paper. Provide a bound volume for submittals containing numerous pages.

1.5.3.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section as a complete, bound volume. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.5.3.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Owner. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.3.9 Format of SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inch paper in a complete bound volume.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.3.10 Format of SD-11 Closeout Submittals

When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.4 Source Drawings for Shop Drawings

1.5.4.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.4.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Owner. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Owner, Engineer, or any of Owner's subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Owner harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Owner makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents and the furnished source drawing files, the signed and sealed construction documents govern.

Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.5 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described herein. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Owner.

Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Response from the Owner is not required on information only submittals. The Owner 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.

1.7 PROJECT SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the work progresses. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment.

This list may not be all inclusive and additional submittals may be required. Contractor is responsible to ensure all submittal identified in each specification section are accounted for in the submittal register for the project.

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 Owner.

The Contractor is required to complete the submittal register and submit it to the Owner for review within 30 calendar days after Notice to Proceed.

The approved submittal register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period. Coordinate the submit dates and need dates with dates in the Contractor prepared progress schedule. Submit monthly or until all submittals have been satisfactorily completed, updates to the submittal register showing the Contractor action codes and actual dates with Owner action codes. Revise the submittal register when the progress schedule is revised and submit both for review by Owner.

1.7.1 Action Codes

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

"A" - "NO EXCEPTION TAKEN"

"B" - "MAKE CORRECTIONS NOTED"

"C" - "REVISE AND RESUBMIT"

"D" - "REJECTED"

"E" - "NO ACTION REQUIRED BY OWNER

1.7.2 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Owner with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Owner approval.

1.8.1 Considering Variations

Discussion of variations with the Owner before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. For variations that include design changes or some material or product substitutions, the Owner may require an evaluation and analysis by a licensed professional engineer hired by the contractor.

Specifically point out variations from contract requirements in a transmittal letter. Failure to point out variations may cause the Owner to require rejection and removal of such work at no additional cost to the Owner.

1.8.2 Proposing Variations

When proposing variation, deliver a submittal, clearly marked as a "VARIATION" to the Owner, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Owner. 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.

Specifically point out variations from contract requirements in a transmittal letter. Failure to point out variations may cause the Owner to require rejection and removal of such work at no additional cost to the Owner.

1.8.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar working days will be allowed for the Owner to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Owner reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Review by the Owner does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."

c. Resubmit the submittal register and annotate it monthly with actual submission and review dates. When all items on the register have been fully reviewed, no further resubmittal is required.

Owner review will be completed within 14 calendar working days after the date of submission.

1.9.1 Reviewing, Certifying, and Approving Authority

The Contractor is responsible for checking and reviewing and certifying that submittals are in compliance with contract requirements.

1.9.2 Constraints

Conform to provisions of this section, unless explicitly stated otherwise for submittals listed or specified in this contract.

Submit complete submittals for each definable feature of the work. At the same time, submit components of definable features that are interrelated as a system.

When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

Review of a separate material, product, or component does not imply review of the assembly in which the item functions.

1.9.3 Contractor Responsibilities

a. Review submittals for conformance with project design concepts and compliance with contract documents.

b. Ensure that material is clearly legible.

c. Stamp each sheet of each submittal with a certifying statement or an approving statement, except that data submitted in a bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

Contractor will certify submittals forwarded to the Owner with the following certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated with Contract Number _____ is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Owner review.

Certified by Contractor _____________________, Date _______ (Signature when applicable)

d. Update the submittal register as submittal actions occur, and maintain the submittal register at the project site until final acceptance of all work by the Owner.

e. Retain a copy of completed submittals at project site, including CONTRACTOR's copy of samples.

1.10 REVIEW NOTATIONS

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "A" - "NO EXCEPTION TAKEN" authorize proceeding with the work covered.

b. Submittals marked "B" - "MAKE CORRECTIONS NOTED" authorize proceeding with the work covered provided that the Contractor makes the noted corrections.

c. Submittals marked "C" - "REVISE AND RESUBMIT" indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is reviewed by owner.

d. Submittals marked "D" - "REJECTED" indicate incomplete submittal or noncompliance with the contract requirements or design concept.

Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is reviewed by the Owner.

e. Submittals marked "E" - "NO ACTION REQUIRED BY OWNER" indicate that submittals have been received by Owner and is for information-only and for Owner's records.

1.11 REJECTED SUBMITTALS

Make corrections required by the Owner. If corrections are made to shop drawings, corrections shall be noted by clouding all corrections or changes. It will be assumed that, if not clouded, no revisions have been made and no "acceptance" is given to unclouded revisions.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are reviewed by Owner.

1.12 REVIEWED SUBMITTALS

The Owner's review of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory and meet the requirements of contract drawings and specifications.

Owner's review of a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

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

1.13 REVIEWED SAMPLES

Review of a sample is only for the characteristics or use named in such review and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been reviewed.

Match the reviewed samples for materials and equipment incorporated in the work. If requested, reviewed samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Samples not meeting contract requirements will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Owner reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Owner for testing. Samples failing to meet contract requirements will automatically void previously reviewed samples. Replace such materials or equipment to meet contract requirements.

1.14 PROGRESS SCHEDULE

1.14.1 Bar Chart

a. Submit the progress chart, for review by Owner, at the Preconstruction Conference in one reproducible and 10 copies.

b. Prepare the progress chart in the form of a bar chart utilizing form "Construction Progress Chart" or comparable format acceptable to the Owner.

c. Include no less than the following information on the progress chart:

(1) Break out by major headings for primary work activity.

(2) A line item break out under each major heading sufficient to track the progress of the work.

(3) A line item showing contract finalization task which includes punch list, clean-up and demolition, and final construction drawings.

(4) A materials bar and a separate labor bar for each line item.

Both bars will show the scheduled percentage complete for any given date within the contract performance period. Labor bar will also show the number of men (man-load) expected to be working on any given date within the contract performance period.

(5) The estimated cost and percentage weight of total contract cost for each materials and labor bar on the chart.

(6) Separate line items for mobilization and drawing submittal and approval. (These items are to show no associated costs.)

d. Update the progress schedule in one reproduction and 10 copies every 30 calendar days throughout the contract performance period.

Alternatively, Contractor has the option of submitting the project schedule electronically.

1.14.2 Project Network Analysis Schedule

Submit the initial progress schedule within 21 calendar days of notice to proceed. Schedule is to be updated and resubmitted monthly beginning 7 calendar days after return of the reviewed initial schedule. Updating to entail complete revision of the graphic and data displays incorporating changes in scheduled dates and performance periods. Redlined updates will only be acceptable for use as weekly status reviews.

Contractor to provide a single point contact from his on-site organization as his Schedule Specialist. Schedule Specialist is to have the responsibility of updating and coordinating the schedule with actual job conditions. Schedule Specialist to participate in weekly status meetings and present current information on the status of purchase orders, shop drawings, off-site fabrication, materials deliveries, Subcontractor activities, anticipated needs for Owner furnished equipment, and any problem which may impact the contract performance period.

Include the following in the project network analysis:

a. Graphically display with the standard network or arrow diagram capable of illustrating the required data. Drafting to be computer generated on standard 24 by 36 inch (nominal size) drafting sheets or on small 11 by 17 inch minimum sheets with separate overview and detail breakouts.

Provide a project network analysis that is legible with a clear, consistent method for continuations and detail referencing. Clearly delineate the critical path on the display. Clearly indicate the contract milestone date on the project network analysis graphic display.

b. Data is to be presented as a separate printout on paper or, where feasible, may be printed on the same sheet as the graphic display. Data is to be organized in a logical coherent display capable of periodic updating.

c. Include within the data verbal activity descriptions with a numerical ordering system cross referenced to the graphic display. Additionally, costs (broken down into separate materials and costs), duration, early start date, early finish date, late start date, late finish date, and float are to be detailed for each activity. A running total of the percent completion based on completed activity costs versus total contract cost is to be indicated. A system for indicating scheduled versus actual activity dates and durations is also to be provided.

d. Sufficient detail to facilitate the Contractor's control of the job and to allow the Owner to readily follow progress for portions of the work should be shown within the schedule.

1.15 STATUS REPORT ON MATERIALS ORDERS

Within 20 calendar days after notice to proceed, submit, for review by the Owner, an initial material status report on all materials orders. This report will be updated and re-submitted every 30 calendar days as the status on material orders changes.

Report to include list, in chronological order by need date, materials orders necessary for completion of the contract. The following information will be required for each material order listed:

a. Material name, supplier, and invoice number.

b. Bar chart line item or CPM activity number affected by the order.

c. Delivery date needed to allow directly and indirectly related work to be completed within the contract performance period.

d. Current delivery date agreed on by supplier.

e. When item d exceeds item c, the effect that delayed delivery date will have on contract completion date.

f. When item d exceeds item c, a summary of efforts made by the Contractor to expedite the delayed delivery date to bring it in line with the needed delivery date, including efforts made to place the order (or subcontract) with other suppliers.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 11 PAGES

BND CD3 Phase 1 - Construction Package

01 33 00 SD-01 Preconstruction Submittals 1.7Submittal Register

02 22 13 SD-01 Preconstruction Submittals 1.3.1Vibration Management Plan 1.3.1Pre-Construction Report 1.3.1Mitigation Measures 3.1.1.1Pre-Construction Survey

SD-03 Product Data 1.3.2PPV Measurement Data 1.3.2Vibration Monitoring Notifications 1.3.2Physical Features 1.3.2Photographic Updates

SD-06 Test Reports 3.1.3.1Vibration Monitoring Report

SD-07 Certificates 1.3.1Qualifications of The

Seismologist 1.3.1Qualifications of The

Vibration-Monitoring Contractor 1.3.1Qualifications of The Specialty

Design Consultant 1.3.1Qualifications of The Land

Surveyor SD-09 Manufacturer’s Field Reports

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02 22 13 1.3.2Deviations from the Vibration Monitoring Plan

SD-11 Closeout Submittals 1.3.3Vibration monitoring final report

03 31 30 SD-01 Preconstruction Submittals 1.8.2.2Concrete Curing Plan 1.7.4Concrete Qualification Program 1.6Concrete Quality Control

Program 1.8.2.4Concrete Placement and

Compaction 1.8.2.4Concrete Pumping 1.8.2.1Curing Concrete Elements 1.8.2.3Form Removal Schedule 1.6.3Laboratory Qualifications 1.6.2Quality Control Personnel 1.6.1Quality Control Plan

SD-02 Shop Drawings 1.8.1.1Formwork 1.8.1.3Precast Elements 1.6.2.2Reinforcing Steel 1.8.1.4Construction And Expansion

Joints SD-03 Product Data

1.8.5.4Admixtures 1.8.5.3Aggregates

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03 31 30 2.4.4Corrosion Inhibitors 2.8.2Joint Filler 2.8.3Joint Sealants 1.8.2.7Material Safety Data Sheet 2.8.1Materials for Curing Concrete 2.7.3Mechanical Reinforcing Bar

Connectors 2.5Non-Shrink Grout 2.8.2Preformed Joint Filler 2.7.1Prestressing Steel 2.7.2Reinforcing Bars 3.2.1Reinforcement Supports

SD-04 Samples 1.8.5.7Test Section

SD-05 Design Data 1.8.5.1Concrete Mixture Requirements 1.8.2.8Mixture Designs

SD-06 Test Reports 1.8.5.3Aggregates 1.8.5.4Admixtures 1.8.5.5Cement 1.7.1Concrete Mixture Proportions 1.8.5Concrete Test Reports 1.7.4.1Fresh Concrete Properties 1.7.4.2Hardened Concrete Properties

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03 31 30 2.7.3Mechanical Reinforcing Bar Connectors

2.7.2Reinforcing Bars 1.8.5.2Supplementary Cementing

Materials 2.3Water

SD-07 Certificates 1.8.5.4Admixtures 2.1Cementitious Materials 1.8.3.1Cementitious Material Mill

Certificates 1.6.2.2Field Testing Technician and

Testing Agency SD-11 Closeout Submittals

1.8.3.1Aggregate Moisture Content 1.8.3.1Aggregate Sampling 1.8.5Concrete Test Reports 1.8.4.3Quality Control Charts 1.8.4.1Daily Inspection Reports 1.8.4.4Quality Team Meetings 1.8.4.2Sampling Logs

03 45 33 SD-02 Shop Drawings 2.1.1.2Drawings of Precast Members 2.1.1.2Drawings of Precast Prestressed

Concrete Members SD-03 Product Data

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03 45 33 2.2.5.1Inserts 2.2.6Bearing Pads

SD-05 Design Data 2.1.1.2Design Calculations 1.3.3Concrete Mix Design

SD-06 Test Reports 1.3.3Concrete Mix Design 1.3.1.1Concrete and Aggregate Quality

Control Testing SD-07 Certificates

2.3Quality Control Procedures 3.7Construction Records

SD-11 Closeout Submittals 1.3.4Batch Ticket

05 50 14 SD-01 Preconstruction Submittals 2.1.1Materials Orders 2.1.2Materials List

SD-02 Shop Drawings 1.3.1Detail Drawings 2.2.2.1.1Welding Procedures 2.3.4Welding Repair Plan

SD-03 Product Data 2.2.2.1.3.1Filler Metal

SD-06 Test Reports 2.3Tests, Inspections, and

Verifications

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05 50 14 SD-07 Certificates 1.3.2Welding Qualifications 2.3.3.1Weld Inspection Log 2.3.3.1Certified Welding Inspector 2.3.3.2.1Nondestructive Testing

Personnel 09 97 10.00 10 SD-03 Product Data

1.5.1Contractor Qualifications and Experience

1.6.1Delivery, Storage, And Handling Plan

2.2Sealer 2.3Abrasive Media

SD-04 Samples 1.3Job Reference Standard (JRS)

SD-06 Test Reports 1.5.3Applicator Qualification Test 2.1Metallizing Wire 1.5.2Arc Spray Equipment

Qualification 1.3Job Reference Standard (JRS) 3.3.1Metallized Coating Inspection 3.5Sealer System Test Reports

SD-07 Certificates 1.5.4Coating Inspectors 1.5.5Coating Thickness Gages

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31 11 00 SD-01 Preconstruction Submittals 3.1.1Herbicide Application Plan

SD-03 Product Data 1.3.2Herbicides

SD-07 Certificates 1.3.2Qualifications

SD-11 Closeout Submittals 3.5.1Pest Management Report

31 23 00.00 20 SD-01 Preconstruction Submittals 1.7.1Shoring and Sheeting Plan 1.7.2Dewatering work plan

SD-06 Test Reports 1.6Borrow Site Testing 3.14.2.1Fill and backfill 3.14.2.2Select material 3.14.2.3Porous fill 3.14.2.4Density tests 3.14.2.5Moisture Content Tests

31 62 16.13 SD-01 Preconstruction Submittals 1.5.4Wave Equation Analysis 1.5.2Contractor's Geotechnical

Consultant Qualifications 1.5.4Installation And Testing

Procedures SD-02 Shop Drawings

1.5.1Pile Placement

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31 62 16.13 3.2.2.1As-Driven Survey SD-03 Product Data

1.5.4Pile Driving Equipment 1.4Storage and Handling

SD-06 Test Reports 3.3.1.5Pile Performance Report 3.3.1.1Dynamic Pile Analysis 3.3.1.5Dynamic Pile Analysis

SD-11 Closeout Submittals 3.3.2Pile Records

32 12 13 SD-03 Product Data 1.1.3Waybills and Delivery Tickets 2.2.3Local/Regional Materials

SD-06 Test Reports 3.7Sampling and Testing

32 17 23 SD-03 Product Data 2.1.1.1Surface Preparation Equipment

List 2.1.2Application Equipment List 3.2Exterior Surface Preparation 1.4.1Safety Data Sheets 2.2.3Thermoplastic compound 3.3.2Thermoplastic compound 2.2.6Raised Pavement Markers

Primers and Adhesives SD-06 Test Reports

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32 17 23 2.2.4High Build Acrylic Coating

(HBAC)

2.2.3Thermoplastic Compound 3.3.2Thermoplastic Compound 2.2.6Raised Pavement Markers

Primers and Adhesives 3.4.1Test Reports

SD-07 Certificates 1.4.2Qualifications 1.4.1Volatile Organic Compound 2.2.4Volatile Organic Compound 2.2.3Thermoplastic Compound 3.3.2Thermoplastic Compound

SD-08 Manufacturer’s Instructions 2.2.3Thermoplastic Compound 3.3.2Thermoplastic Compound

33 40 00 SD-06 Test Reports 3.8.1.1Leakage Test

SD-07 Certificates 2.6.1Hydrostatic Test on Watertight

Joints 2.5.6Frame and Cover or Gratings

SD-08 Manufacturer’s Instructions 3.3Placing Pipe and Box Culvert

SD-11 Closeout Submittals

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33 40 00 3.8.2.1.3Post-Installation Inspection Report

35 59 13.16 SD-01 Preconstruction Submittals 1.6Quality Control

Personnel/Organization Qualifications

SD-02 Shop Drawings 1.8Fender System(s) 2.1.4Fender Hardware 2.1.5Panels 2.1.5Panels

SD-03 Product Data 2.1.5.1Facing 2.1.1.1Molded…