Specs_W912DS10B0013_072710.pdf

Parsons Brinckerhoff New York, NY

NEW YORK DISTRICT

Westchester County Center White Plains, New York

Section 14 Streambank Projection Project

Project No. 153730

Small Business Set-Aside

IFB No. W912DS-10-B-0013

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-10-B-0013

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-10-B-0013

Westchester County Center, White Plains, NY Section 14 Streambank Protection Project

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00600) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

CHECKLIST - 2

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

COVER SHEET - 1

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Westchester County Center White Plains, NY

Section 14 Streambank Protection Project

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-10-B-0013

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00100).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL

OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00100 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00600

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00600, note in particular the PROHIBITION OF SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

6. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT

FUNDED BY THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT –

CONSTRUCTION MATERIALS (MAY 1993) IN ACCORDANCE WITH FAR

52.225-5 APPLIES.

7. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

COVER SHEET - 2

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

Westchester County Center, White Plains, NY Section 14 Streambank Protection Project

MTOC Page 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00010 SF 1442 AND BID SCHEDULE

00100 INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS AND CERTIFICATIONS

00700 CONTRACT CLAUSES

00 80 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHEMENTS

00900 WAGE RATES

00901 PERMITS

TECHNICAL PROVISIONS

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 31 10.00 18 PROJECT SCHEDULE: BAR CHART

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 55 00.00 18 MAINTENANCE AND PROTECTION OF TRAFFIC - TYPE B

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 30.00 18 WORK SITE ACCESS ROAD AND STAGING AREA

01 67 00.00 18 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

02 33 00.00 18 SILT FENCE

02 41 00 DEMOLITION

03 15 13.00 10 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

04 20 00 MASONRY

31 00 00 EARTHWORK

31 05 22 FILTER FABRIC

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

STABILIZATION

Westchester County Center, White Plains, NY Section 14 Streambank Protection Project

MTOC Page 2

32 11 16.13 SAND-CLAY SUBBASE COURSE

32 11 26 BITUMINOUS BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE CURBS

32 31 13 CHAIN LINK FENCE AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

33 40 00 STORM DRAINAGE UTILITIES

34 71 13 GUARDRAIL

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 31 20.00 18 RIPRAP

USACE Westchester County Center Section 14 Streambank Protection

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All RECORD DRAWINGS (or "as-builts") to be provided under this contract shall be accomplished and developed using computer-aided design and drafting (CADD) software and procedures conforming to the following criteria.

1.2 GRAPHIC FORMAT

All CADD data shall be supplied in Bentley Systems, three-dimensional, MicroStation V8, native electronic digital format (i.e., .dgn, .cel). The contractor shall ensure that all digital files and data (e.g., model files, sheet files, reference files, cell libraries) are compatible with the Government's target CADD system (i.e., basic and advanced CADD software, platform, database software), and adhere to the standards and requirements specified herein. The term "compatible" means that data can be accessed directly by the target CADD system without translation, preprocessing, or post-processing of the electronic digital data files. It is the responsibility of the contractor to ensure this level of compatibility.

1.3 CADD STANDARDS

CADD drawings shall be prepared in accordance with the New York District CAD Standard Version 3.0, the governing subset of the Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 3.0. Standard drawing size shall be ANSI-D CADD drawings shall be prepared using inch-pound units.

All model files and sheet files shall include the following project code in their A/E/C CADD Standard file-name WESTCHESTER_COUNTY_CENTER_Section_14_STREAMBANK_PROTECTION_PROJECT.

The Contractor shall submit a written request for approval of any deviations from the Government's established A/E/C CADD standard. No deviations from the Government's established A/E/C CADD standard will be permitted unless prior written approval of such deviation has been received from the Government.

1.4 DELIVERY MEDIA AND FORMAT

All CADD data and files developed under this contract shall be delivered to the Government on electronic digital media at project completion, with each submittal as required in the Schedule of Work. The electronic digital data and files shall be provided on optical media (CD-ROM or DVD-R), referred to as a "disc." Each disc shall be delivered to the Government in a separate container, commonly referred to as a "jewel box." The electronic digital media shall be in a format that can be read and processed by the Government's target CADD system.

SECTION 01 12 00.00 18 Page 1

Model files, sheet files, and other associated files shall not be device-dependent, nor shall the directory structure of the disc require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files directly from the disc. The directory structure of the disc shall be configured such that a complete download of the disc's contents to an electronic folder on a Government computer's hard drive will not require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files.

A tagged portable document format (.pdf) file containing the set of full-sized plotted Sheet Files shall be also included on each disc. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the following settings: Layout and Magnification/Navigation Tab set to Bookmarks Panel and Page. Layout and Magnification/Page Layout set to Single Page. Layout and Magnification/Magnification set to Fit Page. (For further information on tagged .pdf documents refer to this website:

http://blogs.adobe.com/acrolaw/2006/01/understanding_t_1.html.)

Each disc shall be labeled with a printed label and each printed disc label shall contain, as a minimum, the following information:

(1) The Project's Name, Contract Number (and Delivery Order Number if applicable), date, and version and/or submission number.

(2) The name of the preparer's firm and the name and phone number of the preparer's Point-of-Contact for the project.

(3) The sequence number of the digital media for multiple-disc submittals.

(4) A description of the contents of the disc (e.g., "Architectural Plans," etc.).

Note: it is acceptable, storage permitting, to include specifications, design analyses and other data on the disc as space permits. These items shall be included in the disc label in accordance with paragraph above.

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electronic digital media submittal to the Government. The transmittal letter shall be dated and signed by the appropriate Contractor's representative. The transmittal letter shall be provided to the Government on 8-1/2-inch by 11-inch paper.

An electronic copy of the transmittal letter in .pdf format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

(1) The information included on the external label of each CD-ROM, along with the total number being delivered, and a list of the names and descriptions of the files on each media unit.

(2) List of all new symbol cells created for the project, which were not provided to the Contractor with the Government-furnished materials. List of all new figures, symbols, tables, schedules, details, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of all database files associated with each drawing, as well as a description and documentation of the database format and schema design. Recommended

SECTION 01 12 00.00 18 Page 2 http://blogs.adobe.com/acrolaw/2006/01/understanding_t_1.html.)

modifications which will be necessary to make the data available for use in

GIS.

(3) Certification that all delivery media are free of known computer viruses. A statement including the name(s) and release date(s) of the virus-scanning software used to analyze the delivery media, the date the virus scan was performed, and the operator's name shall also be included with the certification. The release or version date of the virus-scanning software shall be the current version which has detected the latest known viruses at the time of delivery of the digital media.

(4) A statement indicating that the A-E will retain a copy of all delivered electronic digital media (with all files included) for at least one year and, during this period of time, will provide up to 2 additional copies of each to the Government, if requested, at no additional cost.

(5) List of any deviations from the Government's standard level scheme and file-naming conventions and a copy of the Government's signed and dated approval letter allowing these exact deviations from the New York District CAD Standard.

The Contractor shall also provide paper copies of drawings as indicated in the paragraph entitled "Record Drawings" in Section 00 80 00.0018 SPECIAL

CONTRACT REQUIREMENTS.

1.6 OWNERSHIP

The Government, for itself and such others as it deems appropriate, will have unlimited rights under this contract to all information and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, or disclose text, data, drawings, and information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the Contractor. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated under this contract shall become the property of the Government. By reference, the following DFAR clauses are included in this contract as a part of the requirements herein:

a. DFAR 252.227-7013, "Rights in Technical Data - Noncommercial Items."

b. DFAR 252.227-7017, "Identification and Assertion of Use, Release, or Disclosure Restrictions."

c. DFAR 252.227-7020, "Rights in Special Works."

d. DFAR 252.227-7028, "Technical Data or Computer Software Previously Delivered to the Government."

e. DFAR 252.227-7037, "Validation of Restrictive Markings on Technical Data."

f. DFAR 252.227-7025, "Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restrictive Legends."

g. DFAR 252.227-7014, "Rights in Noncommercial Computer Software and

SECTION 01 12 00.00 18 Page 3

Noncommercial Computer Software Documentation."

1.7 GOVERNMENT-FURNISHED MATERIALS

The New York District CAD Standard, Cover and Border sheet model files shall be downloaded from this website:

http://www.nan.usace.army.mil/business/buslinks/contract/ae/index.htm.

The A/E/C CADD Standard shall be downloaded from this website:

https://cadbim.usace.army.mil/CAD.

1.8 RETAINAGE

Failure of the contractor to provide the associated design or construction documents in compliance with the New York District CAD Standard, will result in the following retainages. The retainage shall be released following the approval of the New York District CAD Standard compliant deliverables. These retainages reflect the cost to the Government to revise and correct the design or construction documents to bring them into compliance with the New York District CAD Standard:

All electronic submittals. $2,000 retainage shall be held from the contractor if electronic submittals are not in compliance with the provisions of paragraph titled DELIVERY MEDIA AND FORMAT above.

Final CAD submittal. $25,000 retainage shall be held from the contractor if CAD deliverables are not in compliance with the New York District CAD Standard.

Record ("As-Built") CAD submittal. $35,000 retainage shall be held from the contractor if record ("as-built") CAD deliverables are not in compliance with the New York District CAD Standard.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 12 00.00 18 Page 4 http://www.nan.usace.army.mil/business/buslinks/contract/ae/index.htm.

https://cadbim.usace.army.mil/CAD.

SECTION 01 31 10.00 18

PROJECT SCHEDULE: BAR CHART

NYD EDITION 08/05

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00.00 18

SUBMITTAL PROCEDURES:

SD-12 Schedules

Project Schedule; G, RO

Revised Project Schedule; G, RO

Periodic Schedule Update and Progress Curve Update; G, RO

Progress Curve; G, RO

Narrative Report; G, RO

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

Pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS, and Special Contract Requirements SCHEDULING AND DETERMINATION OF PROGRESS the Contractor shall prepare and submit for approval a practicable project schedule. The schedule will be submitted within fifteen (15) calendar days after receipt of Notice to Proceed or as otherwise determined by the Contracting Officer.

3.1.1 BASIS FOR PAYMENT

The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.1.2 Project Schedule

The Project Schedule shall be in the form of a chart consisting of a series of bars graphically indicating the sequence proposed to accomplish each work feature or operation. Each bar will represent a work features, system or series of activities within the construction project. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. Interdependence of status of activities shall be shown. Horizontal time scale shall allow identification of the first work day of each week, which shall be identified. Space between bars shall be allowed for future revisions and notations. Initial Project Schedule shall be submitted for approval within fifteen (15) calendar days after Notice to Proceed or as otherwise

SECTION 01 31 10.00 18 Page 1 determined by the Contracting Officer. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail. The initial schedule shall be reviewed by the Government to determine compliance with contract requirements and realistic completion of the project in the period indicated. A revised project schedule shall be submitted based on Government review, if required.

3.1.2.1 Progress Curve

With the Project Schedule the Contractor shall also submit for approval a progress curve which reflects the intended schedule for completing the work. The progress curve (S-Curve) will be plotted to reflect Cumulative Progress (Percent) based on placement along the y-axis and Time along the x-axis.

3.1.2.2 Periodic Schedule Update and Progress Curve Update

Approved Schedule and Progress Curve will be updated monthly during theentire duration of construction. Not later than four days after the Monthly Progress Meeting the Contractor shall submit updated Project Schedule and Progress Curve. The updated versions shall include all approved contract revisions, progress of each activity to date of submission, and adjustments. Contractor shall also provide a very brief narrative report as required to indicate any problem areas, anticipated delays, impact on schedule, and corrective action.

3.1.2.3 Narrative Report

A Narrative Report shall be provided with each upgrade of the project schedule. This report shall be provided as the basis of the Contractor's progress payment request. The Narrative Report shall include general description of current progress and a description of current and anticipated problem areas of delaying factors (relating to project activities) and their impact, and an explanation of corrective action taken.

3.1.2.3 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include a monthly on-site meeting or other regular intervals mutually agreed to at the preconstruc tion conference. During this meeting the Contractor will describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project.

The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate.

-- End of Section --

SECTION 01 31 10.00 18 Page 2

SECTION 01 33 00.00 18

SUBMITTAL PROCEDURES

(CENAN-CO-CQ 09/05)

PART 1 GENERAL

1.1 SUMMARY

This section covers procedures to be used in making submittals called for in the contract documents. In contracts which contain specific "Contractor Quality Control" requirements, the Contractor's Quality Control Representative shall carry out duties associated with submittal procedures. In contract which do not contain specific CQC requirements, reference to "CQC Representative" shall be interpreted as reference to the Contractor's authorized representative, and references to "CQC Requirements" or "CQC Clauses" shall be interpreted as "requirements or clauses elsewhere in the contract."

1.2 SUBMITTALS

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Preprinted manufacturer material describing a product, system, or material, such as catalog cuts.

SD-04 Samples

Samples, including both fabricated and un-fabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Submittals, which provide calculations, descriptions, or documentation regarding the work.

SD-06 Test Reports

Reports of inspections or tests, including analysis and interpretation of test results.

SECTION 01 33 00.00 18 Page 1

SD-07 Certificates

Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of the contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material; including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Daily reports from specially suppliers to the contractor that provide information, data, tests result for a product.

SD-10 Operation and Maintenance Data

Data, which forms a part of an operation and maintenance manual.

SD-11 Closeout Submittals

All data, documentations, information, and drawings to achieve contract closeout.

SD-12 Schedules

All data, documentations, information, and drawings to achieve contract closeout.

SD-13 Records

Documentation to record compliance with technical or administrative requirements.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved/Acceptance (G)

Government approval is required for all specification submittal items found in specifications having structural steel connections, extensions of design, Fire Protection/Life Safety, and Commissioning of HVAC, and other items as designated by the Contracting Officer. Government approval/acceptance (G) is also required for all submittals designated as such in the technical specifications. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below.

SECTION 01 33 00.00 18 Page 2

1.3.2 Information Only (FIO)

All Contractor submittals not requiring Government approval/acceptance will be for information only. FIO submittals are identified in the approved submittal register. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. FIO Submittals will be retained at the project site and reviewed prior to Preparatory Meetings in accordance with Section 01 45 04.00 18, CONTRACTOR QUALITY CONTROL.

1.3.3 Government Approval/Acceptance (G)

All submittals classified for Government Approval/Acceptance (G) are identified in the approved submittal register. A code following the "G" designation indicates the approving authority; codes of "RO" for Resident Office approval, "DO" for Engineering approval, "WO" for Westchester County Department Public Works and "PB" for Resident Office and Project Biologist approval.

1.4 APPROVED/ACCEPTANCE SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the 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 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.

1.5 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.6 WITHHOLDING OF PAYMENT

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

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

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 shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's

SECTION 01 33 00.00 18 Page 3

Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is one set of listing items of equipment and materials for which submittals are required by the specifications; this list is not all inclusive and numerous additional submittals will be required, particularly in Divisions 15 and 16. Some columns have already been completed by the Government. All blank columns shall be completed by the Contractor.

For projects utilizing the QCS System (see Section 01 45 02.00 18) the Contractor will input the entire submittal register into QCS. The Government may supply the submittal register on the QCS electronic format.

In either case, the contractor will be required to process and update the submittal register in QCS, and make appropriate electronic submissions to the Government.

For projects which do not utilize the (Contractor's) QCS System, the Contractor shall complete all columns which apply to the Contractor, and submit the forms (hard copy plus associated electronic file).

In any case, the initial submittal register must be updated by the Contractor and submitted to Government for approval within 30 calendar days after Notice to Proceed (15 days if construction time is 180 days or less). In addition, the Contractor shall update the submittal register electronically, and shall submit it to the Government together with the monthly payment request.

The approved submittal register will be used to control submittals throughout the life of the contract. The submittal register and the progress schedules shall be coordinated. NOTE: The Contractor is required to add additional entries to the Submittal Register for all items requiring multiple submittals, including Formwork Shop Drawings per Lift, Concrete Reinforcement per Lift, Concrete Lift Drawings per Lift, Multiple Shop Assembly Drawings, etc. These entries should be made prior to original submission of the submittal register within 30 days of Notice to Proceed.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days shall be allowed and shown on the register for review and approval of submittals for

SECTION 01 33 00.00 18 Page 4 food service equipment, refrigeration and HVAC control systems, computer software for specialty systems, electrical substations, and studies including electrical system coordination studies.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. If the contractor is required in another section of the specifications to utilize the Quality Control System (QCS), the contractor will be required to generate and process this form electronically using the QCS system.

3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

At the Quality Control Coordination meeting, or preconstruction conference, the Contractor shall ascertain the name and address of each individual, agency, or firm who is designated to normally receive items for approval, for information or samples. The contractor shall complete ENG Form 4025, entering each item requiring a separate approval action as a separate item on the form, for each transmittal. A transmittal may consist of one or more 4025 sheets. The transmittal, consisting of ENG Form 4025 plus all applicable submittals, is then sent to the appropriate individual. On critical items the Contractor is encouraged to confirm receipt via telephone. The Contractor shall submit a minimum of four copies of submittals for items requiring approval and one for items for information.

3.5.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall 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.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Two copies of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor.

SECTION 01 33 00.00 18 Page 5

3.8 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.

3.9 STAMPS

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

SECTION 01 33 00.00 18 Page 6

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

SECTION 01 33 00.00 18 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 12 PAGES

183612D

USACE Westchester County Center Section 14 Streambank Protection

01 31 10.00 18 3.1.2 G ROProject Schedule

3.1.2 G ROProject Schedule

3.1.2.2 G ROPeriodic Schedule Update and

Progress Curve Update

3.1.2.1 G ROProgress Curve

3.1.2.2 G RONarrative Report

01 35 26 SD-01 Preconstruction Submittals

1.6 G ROAccident Prevention Plan (APP)

1.7 G ROActivity Hazard Analysis (AHA)

1.6.1 G ROCrane Critical Lift Plan

1.5.1.2 G ROCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports 1.11.3Crane Reports 1.11.4Certificate of Compliance

SD-07 Certificates 1.8Confined Space Entry Permit 1.8Hot work permit

01 45 04.00 18 SD-01 Preconstruction Submittals

3.2.1 G ROContractor Quality Control (CQC)

Plan 01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G PBEnvironmental Protection Plan

01 57 23 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

01 57 23 1.3.2 G ROStorm Water Pollution Prevention Plan

1.3.2 G ROStorm Water Notice of Intent

SD-06 Test Reports

1.3.2 G ROStorm Water Inspection Reports

for General Permit

1.3 G ROErosion and Sediment Controls

01 74 19 SD-01 Preconstruction Submittals

1.6 G ROWaste Management Plan

SD-11 Closeout Submittals

1.7Records 02 33 00.00 18 SD-03 Product Data

2.1 G ROSilt Fence

02 41 00 SD-01 Preconstruction Submittals

1.6.2 G ROExisting Conditions

SD-07 Certificates

1.9 G RODemolition Plan

1.4.1 G RONotifications

SD-11 Closeout Submittals 1.4.2Receipts

03 15 13.00 10 SD-02 Shop Drawings

2.4 G ROWaterstops

SD-03 Product Data 2.2Preformed Expansion Joint Filler 2.3Sealant 2.4Waterstops

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

03 15 13.00 10 SD-04 Samples 2.3.2Lubricant for Preformed

Compression Seals 2.3.3Field-Molded Type 2.4.3Non-metallic Materials

SD-07 Certificates 2.2Preformed Expansion Joint Filler 2.3Sealant 2.4Waterstops

03 31 00.00 10 SD-03 Product Data 2.4Curing Materials 2.13.1Joint fillers Part 2Recycled Content Products 1.2Portland Cement 2.1Portland Cement 3.2Ready-Mixed Concrete 2.12Vapor Barrier 2.8Latex Bonding Agent 2.10Floor Hardener 2.13.1Waterstops 2.3Chemical Admixtures 2.9Epoxy Resin

SD-04 Samples 2.3.5Surface Retarder

SD-05 Design Data

1.2.1 G ROMixture Proportions

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

03 31 00.00 10 3.3Lightweight Aggregate Concrete SD-06 Test Reports

3.7TESTING AND INSPECTION

FOR CQC

SD-07 Certificates 1.4Qualifications

04 20 00 SD-03 Product Data

2.3.1 G ROCement

1.5.2 G ROCold Weather Installation

SD-04 Samples

2.2 G ROStone Items

SD-05 Design Data

2.3.2 G ROPre-mixed Mortar

1.2.2.1 G ROUnit Strength Method

SD-06 Test Reports

3.4.1 G ROField Testing of Mortar

3.4.2 G ROField Testing of Grout

2.3.1 G ROMasonry Cement

SD-07 Certificates

2.3.1 G ROMasonry Cement

2.5.1 G ROAdmixtures for Grout

2.4 G ROWater-Repellant Admixture

SD-08 Manufacturer’s Instructions

2.3.1 G ROMasonry Cement

SD-10 Operation and Maintenance Data

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

04 20 00 1.2.1 G ROPlastic Identification 31 00 00 SD-01 Preconstruction Submittals

3.4 G ROShoring

1.4.2 G RODewatering Work Plan

SD-03 Product Data

3.8 G ROUtilization of Excavated Materials

1.4.1.2 G RORock Excavation

3.3 G ROOpening of any Excavation or

Borrow Pit SD-06 Test Reports

3.16Testing SD-07 Certificates

3.16Testing 31 05 22 SD-03 Product Data

2.1.1 G ROFilter Fabric-Drainage

2.1.2 G ROFilter Fabric-Separation

SD-04 Samples

2.1.1 G ROFilter Fabric-Drainage

2.1.2 G ROFilter Fabric-Separation

31 11 00 SD-03 Product Data

3.6.2 G RONonsaleable Materials

31 32 11 SD-01 Preconstruction Submittals

1.6 G ROWork sequence schedule

1.6 G ROErosion control plan

SD-02 Shop Drawings

3.2.2 G ROLayout

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

31 32 11 3.2.4 G ROObstructions Below Ground

3.2.2 G ROErosion Control

2.2.2.1 G PBSeed Establishment Period

3.6 G ROMaintenance Record

SD-03 Product Data 1.4.4.1Bio-based Materials

1.2 G ROEquipment

3.1.1 G ROFinished Grade

2.2 G ROErosion Control Blankets

SD-04 Samples 1.5Materials

SD-06 Test Reports

2.1.2 G ROAsphalt Adhesive

SD-10 Operation and Maintenance Data

3.6.2Maintenance Instructions 31 32 39 SD-01 Preconstruction Submittals

1.5Construction Work Sequence Schedule

3.9Staging Area 2.3Seed Establishment Period

3.10 G RODewatering

SD-03 Product Data 1.4Materials 2.4Stakes 2.1Binders

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

31 32 39 3.8.3Sealing of harvest cuts 3.8.2Painting of stakes and poles 1.1.1Equipment 3.8.3Harvesting and Soaking Records

SD-04 Samples 1.4Excavated Sediments

SD-07 Certificates 1.3.4.1Installer's Qualification 2.3Seed 2.1Binders

SD-10 Operation and Maintenance Data

1.7.2Maintenance Instructions SD-11 Closeout Submittals

3.18.1Maintenance Records 3.18.2Final Project Report

32 11 16.13 SD-06 Test Reports

3.4.2.1 G ROsieve and particle size analysis

3.4.2.1 G ROsieve and particle size analysis

2.1 G ROLiquid limit

2.1 G ROPlasticity index

2.1 G ROCalifornia Bearing Ratio

3.4.2.2 G ROSmoothness test

3.4.2.3 G ROField density tests

3.4.2.4 G ROLaboratory density tests

3.4.2.5 G ROThickness tests

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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ACTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

32 11 26 SD-03 Product Data

2.4.1 G ROJob-Mix Formula (JMF)

2.1.5 G ROSources of Aggregates

SD-04 Samples

2.1.5 G ROSources of Aggregates

SD-06 Test Reports

2.1.5 G ROSources of Aggregates

2.2 G ROBituminous Materials

1.4.1 G ROSampling and testing

32 12 10 SD-03 Product Data 1.4Local/Regional Materials

SD-06 Test Reports 3.7Sampling and Testing

32 12 16 SD-03 Product Data

2.3 G ROMix Design

3.10 G ROContractor Quality Control

3.11 G ROMaterial Acceptance

SD-04 Samples 2.2Asphalt Cement Binder 2.1Aggregates

SD-06 Test Reports

2.1 G ROAggregates

3.10.3.10QC Monitoring

SD-07 Certificates

2.2 G ROAsphalt Cement Binder

3.6Testing Laboratory

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

32 16 13 SD-03 Product Data 2.1Concrete

SD-06 Test Reports 3.6Field Quality Control

32 31 13 SD-03 Product Data

2.1 G ROChain Link Fence

2.2 G ROGates

32 92 19 SD-03 Product Data 2.6Fertilizer

SD-06 Test Reports 2.4.3Topsoil composition tests

SD-08 Manufacturer’s Instructions 3.2.5Erosion Control Material

32 93 00 SD-01 Preconstruction Submittals 1.6Time Restrictions and Planting

Conditions 3.4Plant Guarantee

SD-03 Product Data 1.8.1Local/Regional Materials

2.1.2.1 G PBTrees

2.1.2.2 G PBTrees

2.1.2.1 G PBShrubs

2.1.2.2 G PBShrubs

2.4 G PBFertilizer

2.4 G PBFertilizer

2.2 G PBTOPSOIL

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

32 93 00 2.6 G PBDrainage Pipe

2.8.7 G PBMetal Anchors

2.9 G PBAntidesiccants

3.4 G PBPlant Guarantee

2.3.6Composted Derivatives

2.3.7 G PBGypsum

2.7 G PBMulch

2.8.1.2Ground Stakes 2.8.1.2Ground Stakes 2.12.1Hose

1.5.2.4 G PBWeed control fabric

1.5.2.4 G PBRoot control barrier

2.8.1Staking Material 2.10Erosion control materials

1.4.2 G PBPhotographs

SD-04 Samples

2.7 G PBMulch

SD-07 Certificates 1.4.1Nursery certifications 2.1.1Nursery certifications

SD-10 Operation and Maintenance Data

1.8.2Plastic Identification 33 40 00 SD-03 Product Data

3.3 G ROPlacing Pipe

SD-04 Samples

SUBMITTAL REGISTER CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

33 40 00 2.1Pipe for Culverts and Storm Drains

SD-07 Certificates

2.1.1 G ROResin Certification

3.7 G ROPipeline Testing

2.3 G ROHydrostatic Test on Watertight

Joints

3.6.5 G RODetermination of Density

2.2.1 G ROFrame and Cover for Gratings

34 71 13 SD-02 Shop Drawings

2.2 G ROGUARDRAIL

2.1 G ROGuardrail Posts and Offset

Blocks

2.3 G ROW-BEAM END SECTION AND

HARDWARE

2.5 G ROBreakaway Cable Terminal

SD-06 Test Reports 2.1Guardrail, Posts and Offset

Blocks 2.5.1W-Beam End Section 2.5Breakaway Cable Terminal

35 31 19 SD-03 Product Data

2.2 G ROFilter Material

2.1 G ROBedding Material

SD-04 Samples

1.4.1 G ROStone

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 12 PAGES

USACE Westchester County Center Section 14 Streambank Protection

35 31 19 SD-06 Test Reports

2.3.1.2 G ROGradation Test

2.3.1.1 G ROEvaluation Testing of Stone

2.1 G ROBedding Material

3.5.1.1Bulk Specific Gravity

SD-07 Certificates

1.4.1 G ROStone

2.1 G ROBedding Material

2.2 G ROFilter Material

2.3.1.1 G ROLaboratory

SUBMITTAL REGISTER CONTRACT NO.

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SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this…