Specifications100.pdf

US Army Corps of Engineers New York District

Asbestos Abatement and Re-Insulation of surfaces abated in 3 buildings along with demolition of the Lockmaster’s House

Troy Lock and Dam, Troy

New York

Specifications

IFB NO. W912DS-09-B-0017

JULY 2009

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-09-B-0017

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-09-B-0017

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

CHECKLIST - 2

FIGURES LEGIBLE?

__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

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-09-B-0017

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 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.

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING TITLE

NO. DWG NO.

T-001 Title Sheet, Location Maps & General Notes C-100 Site Plan

1.3 SUPPLEMENTAL DRAWINGS

These supplemental drawings are annotated photographs that are a part of the contract showing existing conditions. The photograph drawings are attached to the end of this Section.

-- End of Section --

Troy Bldg. 2 - Pic 1 Lock Operating House

Notes: 1. The ACM is part of the electrical tray.

2. All ACM may not be identified –see Dwg.T-001 notes.

3. The Contracting Officer Representative will verify the ACM locations.

Troy Bldg. 2 - Pic 2 Lock Operating House

Notes: 1. The ACM is part of the electrical cabinet and tray.

2. All ACM may not be identified –see Dwg.T-001 notes.

2. The Contracting Officer Representative will verify the

ACM locations.

Troy Bldg. 6 - Pic 1 Notes: 1. Hot Water Supply and Return (HWS & HWR) and Attic above all areas plumbing ACM wrapped works are in the attic area.

2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on non-ACM insulation shall require removal and replacement of all contaminated non-ACM insulation in the attic at no additional cost to the Government.

Troy Bldg. 6 - Pic 2 Notes: 1. Hot Water Supply and Return (HWS & HWR) and Attic above all areas plumbing ACM wrapped works are in the attic area.&

2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on non-ACM insulation shall require removal and replacement of all

Troy Bldg. 6 - Pic 3 Notes: 1. Hot Water Supply and Return (HWS & HWR) and

2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on non-ACM insulation shall require removal and replacement of all

Troy Bldg. 6 - Pic 4 Notes: 1. Hot Water Supply and Return (HWS & HWR) and

2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on non-ACM insulation shall require removal and replacement of all

Troy Bldg. 6 - Pic 5 Notes: 1. Hot Water Supply and Return (HWS & HWR) and Attic at Boiler Room plumbing ACM wrapped works are in the attic area.

2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on non-ACM insulation shall require removal and replacement of all

Troy Bldg. 6 - Pic 6 Notes: 1. Much of the ACM insulated material not shown.

Boiler Room 2. All ACM may not be identified –see Dwg.T-001 notes.

3. Contractor will verify all systems with suspected ACM.

4. Contracting Officer will identify Fire Proofing locations on side walls.

Troy Bldg. 6 - Pic 7 Notes: 1. Much of the ACM insulated material is not shown.

3. Contractor will verify all systems with suspected ACM.

4.Contracting Officer will identify Fire Proofing

Troy Bldg. 7 - Pic 1 Garage

Notes: 1. There is a partial partition east of overhead doors.

2. The 1” Water (W) supplies sinks at west wall.

3. All ACM may not be identified –see Dwg.T-001 notes.

Troy Bldg. 7 - Pic 2 Note: 1. The 2” water reduces to ¾” to pass thru wall.

Garage 2. The 2” water continues south along wall.

3. The 2” reduces to ¾” & ½” to supply sinks.

4. All ACM may not be identified –see Dwg.T-001 notes.

Troy Bldg. 7 - Pic 3 Notes: 1. UH # 4 is at camera location and is not in the picture.

Marine Shop Area 2. The ¾” water for a wall hydrant is at the NE corner.

3. The ¾” Water (W) for a sink is at the East Wall.

Troy Bldg. 7 - Pic 4 Notes: 1. UH # 6 is located at the south wall opposite UH # 5.

Marine Shop Area 2. UH # 7 is located at the south wall opposite UH # 4.

3. The ¾” Water (W) is at the SE corner.

Troy Bldg. 7 - Pic 5 Notes: 1. UH # 4 & #5 and ¾” Water (W) at SW corner are shown.

Marine Shop Area 2. The ¾” Water (W) for a sink at center of East Wall.

Troy Bldg. 7 - Pic 6 Notes: 1. UH # 4 & #5 and ¾” Water (W) at SE corner are shown.

Marine Shop Area 2. The ¾” Water (W) is for a sink at center of East Wall.

Troy Bldg. 7 - Pic 7 Note: 1. UH # 8 & #9 are shown.

Storeroom 2. All ACM may not be identified –see Dwg.T-001 notes.

Troy Bldg. 7 - Pic 8 Notes: 1. UH # 8 & #9 are shown.

Storeroom 2. All ACM may not be identified –see Dwg.T-001 notes.

Troy Bldg. 7 - Pic 9 Notes: 1. Hot Water Supply and Return (HWS & HWR) are shown.

Attic above Office 2. All ACM may not be identified –see Dwg.T-001 notes.

3. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on attic non-ACM insulation shall required removal and such incident shall require replacement of all existing insulation in the attic at no additional cost to the Government.

Troy Bldg. 7 - Pic 10 Notes: 1. Hot Water Supply and Return (HWS & HWR) in attic area.

Attic above Office & Restrooms 2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on attic non-ACM insulation shall required removal and such incident

Troy Bldg. 7 - Pic 11 Notes: 1. Hot Water Supply and Return (HWS & HWR) in attic area.

Attic above Office & Restrooms 2. The attic piping is connected to heating & plumbing components below and may contain some ACM.

3. All ACM may not be identified –see Dwg.T-001 notes.

4. All enclosed piping shall be inspected – ACM shall be removed, piping elected to be removed with ACM shall be replaced and add new non-ACM insulated materials.

5. Existing attic insulation shall be protected from asbestos contamination. During asbestos abatement tasks, any ACM materials falling on attic non-ACM insulation shall required removal and such incident

Troy Bldg. 7 - Pic 12 Note: 1. UH # 1 is located at the north wall (not in photo).

Boiler Room 2. Much of the insulated ACM piping is not shown.

3. Two Heating Booster Pumps – 15 & 80 gpm.

4. Heating & Ventilating - 1 ½” HWS from 15gpm pump.

5. Contractor will verify all systems with suspected ACM.

6. Contracting Officer will identify Fire Proofing

7. All ACM may not be identified –see Dwg.T-001 notes.

Troy Bldg. 7 - Pic 13 Notes: 1. Much of the insulated ACM material is not shown.

3. Contractor will verify all systems with suspected ACM.

4. Contracting Officer will identify Fire Proofing

SECTION 00 41 00

BID SCHEDULES

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Unit Price Schedule

This contract will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS.236-7008, Contract Prices."

<END/>

00 80 00.00 18

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

The graphic format for this 4'x6' sign panel follows the legend guidelines and layout as specified below. The large 4'x4' section of the panel in the right is to be white with black legend. The 2'x4' section of the sign on the left with the full Corps Signature (reverse version) is to be screen printed Communication Red on the white background. This project is receiving funding under the American Recovery and Reinvestment Act (ARRA), and the sign shall include the ARRA logo. All colors in the ARRA logos have precise color references, shown in the color specification on next page. Always use the exact color values listed. Do not use screens or tints or any of the colors for any parts of the logos. The CMYK values should be used for print applications. The RGB and

HEX# values should be used for on-screen applications.

SAMPLE:

Legend Group 1: One to two-line 3" 21" 3" 42" 3" description of Corps relationship 4.5"

6"to project Design & Construction2" Color: white

6.25" Supervised by:

4.5"Typeface: 1.25" Helvetica Regular US Army CoprsMaximum line length: 19"

10.5" 4.5" of Engineers 6"

Legend Group 2: Division or New York DistrictDistrict Name (optional, Place 2.5" below 10.5" Reverse Signature (6" 2.25"

Castle)

9.5"

Color: white Typeface: 1.25" Helvetica Regular

Legend Group 3: One-to three-line project title legend Local Sponsorship:

describes the work being done 1.875 under this contract. Contractor 1.875

Color: Black 1.875

Typeface: 3" Helvetica Bold 1.875

Maximum line length: 42" 7.75"

Legend Group 4: One-to two-line identification of project or facility 3" 21" 1" 21" 3"

(civil works) or name of sponsoring (Dimensions are in inches)department (military).

Color: Black

Sign Legend Panel Post Specification Mounting Color Typeface: 1.5" Helvetica Regular

Type Size Size Code Height Bkg/Lgd Maximum line length: 42"

CID-01 various 4' x 6' 4' x 4' HDO-3 48" WH-RD/BK

Cross-align the first of Legend ARRA Logo Color Specification Group 4 with the first line of the

COLOR CMYK RGB HEX#Corps Signature (US Army Corps) as shown.

Navy 00/00/00/00 0/51/102 003366 Legend Group 5a-b: One-to-five line identification of prime Red 30/100/100/50 102/0/0 660000 contractors including: type (architect, general contractor, etc.), Green 65/25/100/7 103/144/62 67903Ecorporate or firm name, city, state.

Use of Legend Group 5 is optional.

Color: Black Light Blue 67/37/6/00 89/141/192 598DCO Typeface: 1.25" Helvetica Regular Maximum line length: 21"

For a visual copy of the logo refer to Recovery.gov. See attached All typography is flush left and rag sheet for fabrication and mounting guidelines.right upper and lower case with initial capitals only as shown.

Letter and word spacing to follow Corps standards as specified in

* Appendix D

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

r ARRA Emblem

Demolition and Asbestos Abatement at Troy Lock & Dam, Troy New York

00800-20

TROY LOCK AND DAM ASBESTOS ABATEMENT - DEMOLITION

r

CONTRACTOR'S NAME, CITY & STATE

00800-21

- - End of Section - -

Demolition and Asbestos Abatement at Troy Lock & Dam, Troy, NY

013110.0018 - Page 1

SECTION 01 31 10.00 18

PROJECT SCHEDULE: BAR CHART

NYD EDITION 08/05

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-12 Schedules

Initial Project Schedules; G, RO

Revised Project Schedule; G, RO

Periodic Schedule Update; G, RO

Progress Curve Report Format; G, RO

Narrative report with schedule updates-Format; 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

Demolition and Asbestos Abatement at Troy Lock & Dam, Troy, NY

013110.0018 - Page 2 indicating calendar days to completion. Interdependence of status of activities shall be shown. Horizontal time scale shall allow identifica-tion 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. 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 the entire 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.

3.1.2.4 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include a monthly on-site meeting or other regular intervals mutually agreed to at the preconstruction 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 --

013300.0018 - Page 1

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 SUBMITTAL IDENTIFICATION

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.

013300.0018 - Page 2

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.

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

013300.0018 - Page 3 be retained at the project site and reviewed prior to Preparatory Meetings in accordance with

CEGS-01451, 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, and "AE" for Architect- Engineer 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 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,

013300.0018 - Page 4 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 01312A) 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 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.

013300.0018 - Page 5

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/ACCEPTANCE 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.

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

013300.0018 - Page 6 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:

CONTRACTOR

(Firm Name)

_____ Approved

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

SIGNATURE: ______________________________________

TITLE: _______________________________

DATE: _____________________________________

---- End of Section---

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

Asbestos Abatement, Troy Lock & Dam, NY

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G ROEnvironmental Protection Plan

01 74 19 SD-01 Preconstruction Submittals

1.6 G ROWaste Management Plan

02 41 00 SD-11 Closeout Submittals 1.4.2Receipts

02 81 00 SD-03 Product Data 3.2Notices of Non-Compliance and

Notices of Violation SD-06 Test Reports

3.7Recordkeeping 3.8Spill Response 3.7Exception Reports 2.1.1Packaging Notifications

SD-07 Certificates 1.4.3Certification 3.2.4Security Plan 1.4.1Transportation and Disposal

Coordinator 1.4.2Training 3.2.2EPA Off-Site Policy 3.2.5Certificates of Disposal 3.2.3Shipping Documents and

Packagings Certification 3.6Waste Minimization

02 82 14.00 10 SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

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P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

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R E V W

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A C T I O N

C O D E

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FRM APPR

AUTH REMARKS

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

02 82 14.00 10 1.4 G RODetailed Drawings SD-03 Product Data

3.11.5.1Asbestos Waste Shipment Records

3.11.4Weight Bills and Delivery Tickets

2.1 G ROEncapsulants

1.12 G RORespiratory Protection Program

3.11 G ROCleanup and Disposal

1.5Qualifications 1.11Training Program 1.13Licenses, Permits and

Notifications SD-06 Test Reports

3.9Exposure Assessment and Air Monitoring

1.19Local Exhaust System SD-07 Certificates

1.19Local Exhaust System 1.10Medical Surveillance

Requirements 02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.2 GLead Compliance Plan

1.5.1.1Competent Person 1.5.1.2Training Certification 1.5.2.8lead waste management plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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A S S I F I C A T I O N

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES

02 83 13.00 20 G (TO THE EXTENT

REQUIRED BY NY State)

3.5.2.1 Gwritten evidence

1.5.2.4Medical Examinations

SD-06 Test Reports 1.5.2.3sampling results 1.5.2.3Occupational and Environmental

Assessment Data Report SD-07 Certificates

1.5.1.3Testing laboratory SD-11 Closeout Submittals

3.5.2.1hazardous waste manifest 09 90 00 SD-02 Shop Drawings

3.12Piping identification 3.12stencil

SD-03 Product Data 2.1Materials

2.1 GCoating

2.1Manufacturer's Technical Data

Sheets Sealant

SD-07 Certificates 1.3Applicator's qualifications

SD-08 Manufacturer’s Instructions Application instructions Mixing

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES

09 90 00 1.7.2Manufacturer's Material Safety Data Sheets

22 00 00 SD-02 Shop Drawings GPlumbing System

SD-03 Product Data Local/Regional Materials

2.1Materials SD-06 Test Reports Test of Backflow Prevention Assemblies

SD-07 Certificates 1.3Materials and Equipment

Bolts 23 00 00 SD-02 Shop Drawings

GHeating and Ventilating System SD-03 Product Data

2.1Standard Products SD-06 Test Reports Performance Tests

23 07 00 SD-02 Shop Drawings 2.3Pipe Insulation Systems 3.2Pipe Insulation Systems 3.3Duct Insulation Systems

Equipment Insulation Systems SD-03 Product Data

2.3 G ROPipe Insulation Systems, SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A C T I V I T Y

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

23 07 00 3.2 G ROPipe Insulation Systems, 23 57 10.00 10 SD-02 Shop Drawings

Heating System 32 92 19 SD-03 Product Data

Wood cellulose fiber mulch Fertilizer

SD-06 Test Reports Topsoil composition tests

SD-07 Certificates 2.1seed

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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SECTION 01 35 29.00 18

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

08/04 NYD Edition for General Construction

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ANSI/ASSE A10.34 (2001) Protection of the Public on or Adjacent to Construction Sites

ANSI Z359.1 (1992; R 1999) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2000) Articulating Boom Cranes

ASME B30.3 (1996) Construction Tower Cranes

ASME B30.5 (2000) Mobile and Locomotive Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2002) Portable Fire Extinguishers

NFPA 241 (2000) Safeguarding Construction, Alteration, and Demolition Operations

NFPA 51B (2003) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2002) National Electrical Code

NFPA 70E (2004) Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements; Available at http://www.hq.usace.army.mil

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES whether or not shown on submittal register:

Government acceptance is required for submittals with a "G" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, RO

Activity Hazard Analysis (AHA); G, RO

Crane Critical Lift Plan; G, RO

Proof of qualification for Crane Operators; G, RO

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Monthly Exposure Reports

Crane Reports

Regulatory Citations and Violations

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

Machinery & Mechanized Equipment Certification Form

1.3 DEFINITIONS

a. Competent Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

d. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

e. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

1.4 SAFETY - GENERAL CONSTRUCTION

General construction includes building construction, roofing, excavations, steel placement, paving,roads, site work, flood control structures, incidental removal of asbestos, lead paint, PCBs, etc. Other sections of the contract documents may also require separate specially qualified individuals in such areas as chemical data acquisition, sampling and analysis, medical monitoring, industrial hygiene, quality control, etc.

The Contractor must comply with all safety requirements in the contract.

In addition to plans as required by this section, submit safety plans for other sections as indicated therein.

1.5 REGULATORY REQUIREMENTS

As a minimum, and in addition to the detailed requirements included in the provisions of this contract, work performed shall comply with USACE EM 385-1-1, OSHA, local military base rules, and any other federal, state, and local, laws, ordinances, criteria, rules and regulations which may apply. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements shall apply.

1.6 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be provided at the work site to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor as indicated herein and in EM 385-1-1. The SSHO or alternate(s) shall be on duty at the construction site at all times when construction is being performed and shall be available to resolve safety issues at any time. Safety duties shall be documented. The SSHO may be the Superintendent. The SSHO may not be the same person as the Quality Control System Manager or Construction Quality Control Manager where separate individuals are required elsewhere in the contract.”

The SSHO or alternate shall meet the following requirements:

a. A minimum of 3 years experience with construction safety as a major job duty with at least 1 year of experience on projects of similar complexity and scope.

b. Must have completed 30-hour OSHA construction safety class or equivalent within the last 5 years.

c. Must have completed an average of at least 24 hours of formal safety training each year for the past 2 years with training for competent person status for at least the following areas of competency: Scaffolding; Fall protection; and Confined space.

Additional areas of competence are required if special hazards will be encountered on the project.

d. (Not Used)

e. Familiarity with the Corps of Engineers Safety Manual (EM 385-1-1), and any applicable Federal, State, or Local safety requirements.

1.6.1.2 Competent Person for Confined Space Entry (Not Used)

1.6.1.3 Crane Operators

Crane operators shall meet the requirements in USACE EM 385-1-1, Section 16 and Appendix G. Proof of current qualification shall be provided.

1.6.1.4 Additional Safety Staff (Not Used)

1.6.2 Personnel Duties

1.6.2.1 Site Safety and Health Officer (SSHO)

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Safety inspection logs shall be attached to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports.

Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPs and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. A list of unresolved safety and health deficiencies shall be posted on the safety bulletin board. Coordinate with the QC system manager.

g. Ensure sub-contractor compliance with safety and health requirements.

Failure to perform the above duties will result in dismissal of the SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

1.6.3 Meetings

1.6.3.1 Preconstruction Safety Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, Quality Control System Managers, major subcontractors, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. The Contractor shall discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis. In addition, a schedule for the preparation, submittal, review, and acceptance of AHAs shall be established to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction safety conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Work shall not begin until there is an accepted

APP.

d. Design-Build text (Not Used)

1.6.3.2 Safety Meetings

Safety Meetings may be combined with other project meetings.

1.7 ACCIDENT PREVENTION PLAN (APP)

The Contractor shall use a qualified person to prepare the written site-specific APP.