Specification-1467.pdf

TRAINING CENTER

CAPE MAY, NJ

FACILITIES ENGINEERING

DIVISION

USCG

TRACEN

F E

CMS-1467

SAMS No.: 7497653

DECEMBER 2015

SPECIFICATION FOR

CONCRETE WALK REPAIR AT ESD

BUILDING

ESD, BUILDING 296

TRACEN CAPE MAY

CAPE MAY, NEW JERSEY

TABLE OF CONTENTS

DRAWING INDEX

REFERENCE DOCUMENTS

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 00 SUMMARY

SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS

SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

SECTION 01 70 10 GENERAL CLEANING

SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT & DISPOSAL .. 50

SECTION 01 90 99 FIRE PREVENTION AND LIFE SAFETY PROTECTION

DIVISION 02 – EXISTING CONDITIONS

SECTION 02 41 19 SELECTIVE STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

SECTION 03 30 10 CAST-IN-PLACE CONCRETE

1 CMS- 1467

DRAWING INDEX

T-6725-AD TITLE SHEET SHT 1 of 3

T-6726-AD DEMO PLAN& DETAILS SHT 2 of 3

T-6727-AD NEW WORK PLAN & DETAILS SHT 3 of 3

DRAWINGS: Drawings and the accompanying specifications are the property of the Government and comprise legal documentation that pertains exclusively to this project. Drawings can only be obtained electronically by downloading the files identified with the solicitation at https://www.fbo.gov . Hard copies will not be provided.

REFERENCE DOCUMENTS

N/A https://www.fbo.gov/

01 10 00 - 2 CMS-1467

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 CONTRACT DESCRIPTION

A. Work of the Project includes all materials, labor, equipment, services, and all operations necessary for the ventilation upgrade to the corridor atrium of the

Electronic Support Detachment (ESD) Building, Building # 296, United States

Coast Guard Training Center (TRACEN) Cape May, New Jersey. Major work items include but are not limited to:

1. Demolition of existing trapeze shaped pad at the entrance to the building.

2. Installation of a new pad of the same size that will be sloping away from the entrance to the building.

3. Mobilization, demobilization and clean up.

4. Supervision, materials, equipment, transportation, labor and all other incidentals necessary to complete the work.

1.2 PERIOD OF PERFORMANCE

A. The period of performance for this project is __45___ calendar days after the

Contract Award date.

1.3 CONTRACTOR'S USE OF SITE

A. Access to Site: Work on this contract shall be performed while the unit is in full operational status. Work shall be conducted around all government functions.

No work can begin until a construction progress schedule, is approved by the

Coast Guard.

B. Time Restrictions for Performing Work: The Contractor will be permitted to perform construction work through the hours of 8:00 am and 4:30 PM Mondays through Fridays, excluding Saturdays, Sundays and Federal Holidays. Work performed other than in these periods of time will only be allowed after approval of the Contracting Officer’s Representative (COR) following a 48 hour (72 hours for Sundays and Mondays) advance request.

1. GRADUATION: Work is not permitted Fridays between the hours of

10:30 am to 1:30 during graduation ceremonies.

C. Access to Base: Prior to commencement of the contract, the Contractor and all sub-contractors are required to register with the USCG TRACEN Cape May

Security Office. Background screenings will be performed by TRACEN

Security for all employees of the Contractor and sub-contractors working on the

Base. The Contractor shall contact USCG TRACEN Cape May Security Office at (609) 898-6915 for detailed requirements.

D. Training Center Regulations: The Contractor, his employees, and subcontractors shall become familiar with and obey all Training Center regulations. All

01 10 00 - 3 CMS-1467

personnel employed on the project shall keep within the limits of the work and avenues of ingress and egress, and shall not enter any other areas outside of the site of the work unless required to do so in the performance of their duties. The

Contractor's equipment shall be conspicuously marked for identification.

1.4 GOVERNMENT OCCUPANCY

A. The Government will occupy the site during the entire period of construction.

B. Cooperate with Government to minimize conflict, and to facilitate Government's operations.

C. Schedule the Work to accommodate Government occupancy.

1.5 SUB-CONTRACTOR RESPONSIBILITIES

A. Sub-contractors shall comply with the conditions of the contract. All general conditions and contract requirements shall be provided to all sub-contractors by the Contractor.

1.6 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases.

1.7 USCG CONTRACT PERSONNEL DEFINITIONS

A. Contracting Officer: Assigned by the US Coast Guard to execute the contract and enforce all contract requirements. Hereon referred to as the “KO”.

B. Contract Specialist: Appointed by the Contracting Officer (KO) to administer the contract. Hereon referred to as the “KSP”.

C. Contracting Officer’s Representative: Appointed by the Contracting Officer

(KO) to monitor the performance of the contract to ensure compliance with the contract requirements. Hereon referred to as the “COR”

D. Project Engineer: Assigned by the US Coast Guard to provide technical assistance to the Contracting Officer’s Representative (COR).

E. Owner: The term “Owner” shall mean Contracting Officer (KO) acting as the representative for the U.S. Government.

01 10 00 - 4 CMS-1467

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

01 30 00 - 5 CMS-1467

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 PRE-BID SITE VISIT

A. Bidders are responsible for visiting the site to field verify existing conditions and determine actual dimensions and the nature of the work required. Failure to visit the site does not relinquish the bidder from determining the extent and scope of the work required and estimating the difficulty and cost to complete the project.

Requests for equitable adjustments, in either time or money, arising from failing to field verify site conditions may be denied. Provisions regarding the site visit requirements are outlined in FAR Clause 52.236-3 “Site Investigation and

Conditions Affecting the Work”

B. During the Solicitation Phase of this Project, two Pre-Bid site visits will be scheduled by the Owner. The first Pre-Bid site visit will held two weeks after the release of the Solicitation. The second Pre-Bid site visit will be held three weeks after the release of the Solicitation. It is the responsibility of the contractor to contact the Project Engineer, Predrag Citakovic, Facilities Engineering, Design

Section, at 609-898-6820 to obtain the specific dates, as no other site visits will be scheduled.

1.2 BID PHASE REQUESTS FOR INFORMATION

A. Bidders shall submit all questions, in writing, to the KO. Requests for

Information (RFI) shall be submitted no later than five (5) business days prior to the bid due date. RFIs will be addressed by the USCG three (3) business days prior to the bid due date.

1.3 SITE CONDITION VERIFICATION

A. The Contractor shall verify the conditions of the existing site, equipment and facilities potentially affected by the work under this contract and photograph and/or videotape the conditions in order to document their pre-construction condition. Copies of the photos and videos shall be submitted to the Contracting

Officer prior to starting work.

1.4 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of this specification to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

01 30 00 - 6 CMS-1467

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. Coordinate completion and clean-up of Work.

1.5 PRECONSTRUCTION MEETING

A. The Contract Specialist (KSP) will schedule meeting after Notice of Award.

B. Attendance Required: KSP, Contracting Officer’s Representative (COR) and

Contractor.

C. The agenda will be provided by the KSP after the contract is awarded.

1.6 FIELD ENGINEERING (IF SPECIFIED OR REQUIRED)

A. Employ Land Surveyor registered in State of New Jersey and acceptable to

Contracting Officer’s Representative.

B. Locate and protect survey control and reference points. Promptly notify

Contracting Officer’s Representative of discrepancies discovered.

C. Control datum for survey that is shown on Drawings.

D. Confirm drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

F. Submit copy of site drawing and certificate signed by Land Surveyor certifying elevations and locations of the Work are in conformance with Contract

Documents.

G. Maintain complete and accurate log of control and survey work as Work progresses.

H. On completion of foundation walls and major site improvements, prepare certified survey illustrating dimensions, locations, angles, and elevations of construction and site work.

I. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

J. Promptly report to Contracting Officer’s Representative loss or destruction of reference point or relocation required because of changes in grades or other reasons.

K. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Contracting Officer’s Representative.

01 30 00 - 7 CMS-1467

1.7 PROGRESS AND TECHNICAL REVIEW MEETINGS: Either party may request a meeting to review the progress of the project and/or review or clarify the technical requirements of the specifications. Meetings generally take place at the project site.

1.8 SAFETY AND HEALTH STANDARDS: The contractor shall comply with all the requirements in the Occupational Safety and Health Act (OSHA) 29 CFR 1926 and the

U.S. Army Corps of Engineers (USACE) Safety and Health Requirements Manual No.

385-1-1.

1.9 EQUIPMENT: The contractor shall supply all equipment necessary to perform all work.

1.10 RECEIPT OF MATERIALS: Shipments of equipment, materials, and supplies shall be addressed to the Contractor - not the Coast Guard. The contractor shall provide all equipment, materials and labor for off-loading. The Coast Guard will not accept shipments for the Contractor.

1.11 SPECIAL WORKING CONDITIONS: Contractor's personnel shall wear outer garments consisting of at least a tee shirt, long trousers, (down to the ankles), and shoes at all times while at the job site. They shall not communicate with recruits or the instructors.

1.12 CUTTING AND PATCHING

A. General: Execute cutting and patching to complement adjacent work, in order to fit or integrate products together using methods to avoid damage and to provide appropriate surfaces to receive patching and finishing. Restore work with new products in accordance with requirements of the contract documents.

1. Structural elements: do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio.

2. Operational elements: do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended.

3. Visual requirements: do not cut and patch construction in a manner that results in visual evidence of cutting and patching.

4. Before proceeding, meet at project site with COR and parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

B. Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. Verify material substitutions with the COR prior to application and installation.

C. Examination: Examine existing conditions prior to commencing work including elements subject to damage or movement during cutting and patching. Beginning of cutting and patching means acceptance of existing conditions.

D. Preparation: Provide temporary support of work to be cut.

01 30 00 - 8 CMS-1467

E. Performance: Employ skilled workers to perform cutting and patching. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

F. Concrete or Masonry Core Drilling: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

G. Mechanical And Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

H. Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other sections of these specifications.

I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material to full thickness of the penetrated element.

J. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

1. For continuous surfaces, refinish to nearest intersection or natural break.

2. For an assembly, refinish entire unit.

K. Where walls or partitions that are removed, extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, as necessary, to achieve uniform color and appearance. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

L. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance.

1.13 SELECTIVE DEMOLITION

A. General: Quality assurance: any soiling, staining, breakage or other damage caused by the contractor shall be the sole responsibility of the contractor to clean, repair or replace to original condition all such items at no additional cost to the

USCG. Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

B. Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and

01 30 00 - 9 CMS-1467

structures or interruption of use of such utilities; and to provide free passage to and from such adjacent areas of structures.

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

4. Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space.

5. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

6. Provide an even surface of uniform finish color, texture, and appearance.

7. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends with adjacent surfaces.

8. Provide protection from elements for areas, which may be exposed by uncovering work. Protect existing construction during cutting and patching to prevent damage.

9. Adjoining areas: avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

PART 3 EXECUTION- Not Used

01 32 16 - 10 CMS-1467

SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 DESCRIPTION

A. The intention of this Section is to adequately plan and execute the Work of the

Construction Contract so that it is completed within the number of calendar days allowed, and to assist the Contracting Officer (KO) in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work.

Prepare and maintain the schedules and reports described in this Section.

B. Definitions:

1. "Day," as used throughout the Contract unless otherwise stated, means

"calendar day”.

1.2 QUALITY ASSURANCE

A. The construction schedule as submitted by the Contractor and approved by the

Contracting Officer will be an integral part of the Contract and will establish interim completion dates for the various activities under Contract.

B. Should any activity not be completed within 15 days after the stated schedule date, the Contractor shall explain in writing how this portion of the project can be expedited so as to not affect the remaining portions of the Contract.

1.3 FORMAT

A. The Contractor is requested to use Microsoft Project to prepare construction schedules.

B. Listings: Reading from left to right, in ascending order for each activity. Identify each activity with applicable specification section number.

C. Diagram Sheet Size: 11 inches high x 17 inches wide.

D. Scale and Spacing: To allow for notations and revisions.

1.4 CONSTRUCTION SCHEDULES

A. Within 10 days after date established in Notice to Proceed, submit one paper copy and one electronic copy of proposed construction schedule prepared in accordance with this section.

B. Graphically show by bar-chart all activities necessary to complete the Work.

C. Include, but do not necessarily limit indicated activities to:

1. Project mobilization;

2. Submittal and approval of Shop Drawings and Samples;

01 32 16 - 11 CMS-1467

3. Demolition;

4. Procurement of equipment and critical materials;

5. Fabrication of special material and equipment, and its installation and testing;

6. Final cleanup;

7. Final inspecting and testing.

D. Include time for all activities by the Contracting Officer that affect progress, required dates for completion, or both, for all and each part of the work.

1.5 SCHEDULE OF VALUES

A. This schedule shall be prepared as a detailed cost breakdown of the contract price and be submitted with the Construction Schedule. This schedule shall include but not be limited to costs of materials, equipment, and labor for all major work categories shown on the Construction Schedule. The Contractor shall adhere to the following guidelines when developing the Schedule of Values.

1. Format-The line items in the Schedule of Values shall be the same as that of the Construction Schedule.

2. Bonds-Bonding costs will only be paid in a lump sum if they are broken out separately and included with the schedule of values. The Contractor shall provide evidence that he has furnished full payment to the surety.

B. Materials-To request progress payments for materials delivered to the construction or fabrication site, the particular category of work associated with the materials must be broken down into separate material and labor costs.

1.6 PROGRESS SCHEDULES

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity. Update diagrams to graphically depict current status of

Work.

C. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

D. Indicate changes required to maintain Date of Completion.

E. Submit sorts required to support recommended changes.

F. Prepare narrative report to define problem areas, anticipated delays, and impact on schedule. Report corrective action taken or proposed and its effect including effects of changes on schedules of separate contractors.

01 32 16 - 12 CMS-1467

01 33 00 - 13 CMS-1467

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DESCRIPTION

A. The Contractor shall prepare all submittals in “.pdf” format required by this specification and/or submittals itemized on the “Submittal List” found at the end of this Section.

B. The Contractor shall prepare any additional submittals deemed necessary in

“.pdf” format by the Contracting Officer’s Representative (COR).

C. The Contractor shall prepare a Submittal Schedule in “.pdf” format within 10 days after Notice to Proceed.

1.2 SUBMITTAL PROCEDURES

A. All submittals shall be accompanied by the Material Approval Request sheet located in this section. Both sides of Material Approval Request sheet shall be submitted. The Material Approval Request sheet shall be signed and dated by the

Contractor. Emailed or Contractor revised forms are not permitted.

B. For Pre-Construction and Site Work submittals, submit one (1) electronic copy in

“.pdf” format of the following to the COR for review prior to the start of construction unless noted otherwise:

1. Pre-Construction items, including but not limited to schedules, safety plans, schedule of values, etc.

2. Site Work items, including but not limited to product data, shop drawings, design data, test reports, certifications, laboratory reports, manufacturer’s and installer’s qualifications, etc.

3. Package Unit information, including but not limited to HVAC units, transformers, pump stations, etc.

4. Samples: Provide one (1) physical sample.

5. Drawings required to have professional engineer stamp: Provide one (1) hard (paper) copy and one (1) electronic copy in “.pdf” format.

C. For Project Record Documents, submit hard and/or electronic copies to the COR as detailed below. Refer to Section 01 70 00 Execution and Closeout

Requirements for additional requirements:

1. Operations and Maintenance manuals and As-Built drawings: Provide two (2) hard (paper) copies and one (1) electronic copy in “.pdf” format.

2. Reports, test results, warranties, miscellaneous documents, etc.: Provide one (1) electronic copy in “.pdf” format.

D. The Contractor shall allow 14 calendar days, excluding delivery time, for the submittal review process.

01 33 00 - 14 CMS-1467

E. Identify Project, Contract Number, Contractor, subcontractor and supplier;

pertinent drawing and detail number, and specification section number, appropriate to submittal.

F. Any deviations from the specification shall be so noted on the submittal. Stamp each sheet with the Contractor's certification stamp. Data submitted in a bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. The Contractor's certification stamp shall be as follows:

"It is hereby certified that the (equipment) (material) shown and marked in this submittal is that proposed to be incorporated into Contract Number

____________, is in compliance with the Contract drawings and specifications, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by _______________________________ Date ____________"

G. The person signing the certification shall be the same person designated in writing by the contractor as having that authority. The signature shall be an original (signed in ink) and scanned in a “.pdf” format or an electronic signature.

Stamped signatures are not acceptable.

H. Schedule submittals to expedite Project, and deliver to the COR at TRACEN

Cape May Facilities Engineering. Coordinate submission of related items.

I. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of completed Work.

J. Allow space on submittals for Contractor and Contracting Officer’s

Representative review stamps.

K. When revised for resubmission, identify changes made since previous submission.

L. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

M. Submittals not requested will not be recognized or processed.

N. Refusal to follow these procedures will be cause for denial and will require resubmission.

1.3 SUBMITTAL DISTRIBUTION PROCESS BY THE GOVERMENT

A. After Government actions are taken on the submittals, the complete submittal shall be returned to the Contractor and the Contracting Officer.

B. Electronic project record documents including but not limited to, as-built drawings, operations and maintenance manuals, etc. will be sent to the

Contracting Officer and all other parties requiring this information.

01 33 00 - 15 CMS-1467

1.4 PRE-CONSTRUCTION SUBMITTALS

A. Submit Pre-Construction submittals within 10 calendar days after receipt of the

Notice to Proceed.

B. Submit a Construction Schedule, Schedule of Values and Pre-Construction

Photographs or Videos. Submit Progress Schedules and in accordance to Section

01 32 16.

C. Submit a Safety Plan that is tailored to the project and is based on the requirements identified in the OSHA Manual 29 CFR 1926 and the USACE

Safety and Health Requirements #385-1-1. The General Contractor shall be responsible for the safety of all personnel at the project site for the duration of the

Contract.

D. [Submit Dredging Data in accordance with Part 1.17 of this section.]

E. Submit an initial submittal schedule in accordance with Part 1.4.A. of this section.

1.5 SUBMITTALS FOR SITE WORK

A. Submit an initial submittal schedule within 10 calendar days after receipt of the

Notice to Proceed for all major products proposed for use and work to be performed in this contract. The submittal schedule shall include the project name, contract number, contractor name and date. The submittal schedule shall also include columns for specification section, description, data submitted, date submitted, date returned, status of approval and notes. After review of the submittal schedule by the COR, resubmit the revised schedule within 10 calendar days.

B. The Contractor shall begin submitting for approval submittals items within 10 calendar days after the Notice to Proceed. Submittals shall include all information required by this specification and/or itemized on the “Submittal List” found at the end of this section.

C. The Contractor shall promptly resubmit all unapproved submittals.

D. No work shall be installed until approval of the submittal has been made.

Proceeding with work utilizing submittal items requiring COR's approval or acceptance, prior to receiving said approval or acceptance, shall be at the

Contractor's risk and may jeopardize contract performance.

E. The KO and the COR reserves the right to request additional submittals as the work on this contract progresses.

F. Defective Work: Acceptance of submittals does not restrict the Government's right to reject materials at a later date where inspection reveals latent defects in all or individual items, departures from requirements of the contract, use of damaged articles or materials and improper installation; nor does this approval

01 33 00 - 16 CMS-1467

prejudice the Government's rights of rejecting any work found defective during the final inspection and acceptance.

1.6 PRODUCT DATA

A. Product Data: Submit pursuant to Part 1.2 of this section for review for conformance with contract.

B. Mark each copy to identify applicable products, models, options, and other data.

Supplement manufacturers' standard data to provide information specific to this

Project.

C. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

1.7 SHOP DRAWINGS

A. Shop Drawings: Submit pursuant to Part 1.2 of this section for review for conformance with contract.

B. Shop drawing submittals shall be drawings, diagrams, schedules and other data specially prepared for the work of this contract by the contractor or any subcontractor, manufacturer, supplier or distributor to illustrate a portion of work to be installed under this contract.

C. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings.

1. Include signed and sealed calculations to support design.

2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.

3. Make revisions and provide additional information when required by authorities having jurisdiction.

1.8 SAMPLES

A. Samples: Submit pursuant to Part 1.2 of this section for review for conformance with contract.

B. Samples For Selection as Specified in Product Sections:

1. Submit to Contracting Officer’s Representative for aesthetic, color, or finish selection.

2. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Contracting Officer’s Representative selection.

01 33 00 - 17 CMS-1467

C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Include identification on each sample, with full Project information.

E. Submit number of samples specified in individual specification sections;

Contracting Officer’s Representative will retain one sample.

F. Reviewed samples which may be used in the Work are indicated in individual specification sections.

G. Samples will not be used for testing purposes unless specifically stated in specification section.

1.9 DESIGN DATA

A. Submit pursuant to Part 1.2 of this section for review for conformance with contract.

B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

1.10 TEST REPORTS

A. Submit pursuant to Part 1.2 of this section for review for conformance with contract.

B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

C. The testing shall have been performed in a laboratory meeting the requirements specified herein. The tests shall have been performed within three years of submittal of the reports for approval. Test reports shall be accompanied by the certificates from the manufacturer certifying that the material and equipment proposed to be supplied is of the same type, quality, manufacture, and make as tested.

1.11 CERTIFICATIONS

A. Manufacturer's certification furnished by the Contractor on items of materials and equipment incorporated into the work will be accepted only when this method will assure full compliance with the provisions of the contract, as determined by the Contracting Officer. Pre-printed certificates will not be acceptable. All certifications shall be in the original. The original of all manufacturers’ certifications shall name the appropriate item of equipment or material, specification, standard, or other document specified as controlling the quality of that item and shall have attached thereto certified copies of test data upon which the certifications are based. All certificates shall be signed by the manufacturer's official authorized to sign certificates of conformance or compliance.

01 33 00 - 18 CMS-1467

B. When specified in individual specification sections, submit certification to

Contracting Officer’s Representative, in quantities specified for Product Data.

C. Indicate material or product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

1.12 LABORATORY REPORTS

A. Reports shall cite the contract requirements, the test or analysis procedures used, the actual test results, and include a statement that the item tested or analyzed conforms or fails to conform to the specification requirements. Each report shall be conspicuously stamped on the cover sheet in large red letters "CONFORMS" or "DOES NOT CONFORM" to the specification requirements as the case may

be. All test reports shall be signed by a representative of the testing laboratory authorized to sign certified test reports. The Contractor shall arrange for immediate and direct delivery of the signed original of all reports, certifications, and other documentation to the Contracting Officer.

1.13 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to

Contracting Officer’s Representative in quantities specified for Product Data.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.14 MANUFACTURER’S FIELD REPORTS

A. When specified in the individual specification sections, submit Manufacturer’s

Field Reports on tests conducted by manufacturers. Reports shall cite the contract requirements, the test or analysis procedures used, the actual test results, and include a statement that the item tested or analyzed conforms or fails to conform to the specification requirements. Each report shall be conspicuously stamped on the cover sheet in large red letters "CONFORMS" or "DOES NOT

CONFORM" to the specification requirements as the case may be. All test reports shall be signed by a representative of the testing laboratory authorized to sign certified test reports. The Contractor shall arrange for immediate and direct delivery of the signed original of all reports, certifications, and other documentation to the Contracting Officer.

1.15 MANUFACTURER’S AND INSTALLERS QUALIFICATIONS

A. When requested by the Contracting Officer (KO), submit qualifications of the manufacturers or installers as required. Qualifications shall include a list of projects of similar nature and a list of five references, minimum, with all contact information. Additional references may be required upon request.

01 33 00 - 19 CMS-1467

1.16 OPERATIONS AND MAINTENANCE MANUALS

A. Submit Operations and Maintenance Manuals in accordance with Section 01 70

00.

1.17 CLOSEOUT SUBMITTALS

A. Submit Closeout Submittals in accordance with Section 01 70 00.

1.18 DREDGING DATA

A. EQUIPMENT REPORT: Within 10 days after contract award, a report indicating the type and capacity of the dredge, including size and material of discharge pipe proposed for use.

B. DISPOSAL AND DISCHARGE LINE DRAWING: Submit for approval within

10 days after award a drawing showing the planned use of the disposal area and the proposed routing of the discharge piping.

PART 2 PRODUCTS - Not Used

01 33 00 - 20 CMS-1467

This page intentionally left blank.

01 33 00 - 21 CMS-1467

Submittal List

S E

C T

IO

N

N O

A R

T

IC

L E

N O

Description

P R

E -C

O N

S T

S

U B

M

IT

T A

L

R

O D

U C

T D

A T

A

H

O P

D R

A W

IN

G

M P

L

D

S

IG

N D

A

S T

R E

P O

R

C

R T

IF

IC

A T

IO

N

B O

R A

T O

R Y

R E

P O

R

M

N U

F

IN

S

T R

U C

T

M A

N U

F

F

IE

L D

R E

P O

R

N U

F

IN

S T

Q

U A

L

IF

O P

E R

M A

IN

T

M

A N

U A

O S

E O

U T

S U

B M

IT

T

A

01 32 16 1.4 Construction Project Schedule X

1.5 Schedule of Values X

1.6 Progress Schedules X

01 33 00 1.3 Safety Plan X

01 33 00 1.3 Submittal Schedule X

1.3 Pre-Construction Photographs/Video X

02 41 19 1.3 Demolition Schedule X

03 30 10 1.4 Joint Filler X X

03 30 10 1.4 Joint Sealant X X

03 30 10 1.4 Concrete Mix X X

03 30 10 1.4 Reinforcement X X

01 33 00 - 22 CMS-1467

01 33 00 - 23 CMS-1467

C T

IO

N

N O

A R

T

IC

L E

N O

Description

R

E -C

O N

S T

S

U B

M

IT

T A

R

O D

U C

T D

A

H

O P

D R

A W

IN

G

M P

L

D

S

IG

N D

A

S T

R E

P O

R

R T

IF

IC

A T

IO

N

B O

R A

T O

R Y

R E

P O

R

N U

F

IN

S

T R

U C

T

M A

N U

F

F

IE

L D

R E

P O

R

N F

U F

IN

S

T

Q U

A L

IF

O P

E R

M A

IN

T

M

A N

U A

O S

E O

U T

S U

B M

IT

T

A

01 33 00 - 24 CMS-1467

This page intentionally left blank.

01 33 00 - 25 CMS-1467

DHS-USCG

TRAINING CENTER

MATERIAL APPROVAL REQUEST

NOTE: Instructions for completion of form on reverse side. All entries will be filled in by typewriter or pen. Ref: Para. 2 on reverse – submit to the Contracting Officer with attachments.

Contract Number

Submission Number Submittal

( ) New

( ) Re-submittal

Date

Previous

Submission No.

Project Number Are More Forms Needed?

( ) New

( ) Re-submittal

FOR GOVERNMENT

USE ONLY

Item No.

Specification Sect. & Para.

DESCRIPTION OF MATERIAL

(Include Type, Model No., Catalog No., Mfg., etc.)

Ap- Prov.

Disap.

As Noted

Init.

Materials Marked

Properly

( ) YES ( ) NO

Contractor By: (Signature and Date)

Request as indicated above was received in this office on ______________________________________ .

Recommend approval or disapproval as indicated above and subject to any applicable comments on the reverse side.

Name and Grade

Signature Date

Approved/disapproved as indicated above and subject to any applicable comments on the reverse side.

Name and Grade

Signature Date

01 33 00 - 26 CMS-1467

1. The term “material is defined as supplies, raw materials, equipment, parts components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment

Data, Manufacturer’s Literature and Certificates, and Samples of Materials to the

Government for approval in accordance with the provisions of the contract.

Unless otherwise specified, it is to be prepared in five (5) copies, signed, and provided to the Contracting Officer with appropriate attachments. All documents submitted by contractors shall clearly indicate which Item(s) is/are to be approved.

3. Requests submitted shall be numbered consecutively, by contract, in the space entitled “Submission No.” This number, in addition to the Contract No., will be indicated in the appropriate block and the insertion of previous submission number and date in addition to a new submission include work for more than one

(1) contract. Submittals requiring priority handling will be submitted on a separate form and so marked across the face of the form.

4. Nothing contained in this Material Approval Request when approved by the

Contracting Officer shall restrict the Government’s rights to reject materials at a later date when inspection reveals latent defects, departures from requirements of the contract; use of damaged materials or prejudice to the Government’s rights of rejecting any work during the Final Inspection and Acceptance.

5. This form will not be used for submittals requiring contract changes within the meaning of the Changes clause.

Comments: (For use by the Government – Item numbers to correspond with reverse side.)

Item No. Specification

Sect. & Para.

Comments

01 40 00 - 27 CMS- 1467

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 QUALITY CONTROL AND CONTROL OF INSTALLATION

A. The Contractor shall verify, in the field, all conditions as shown in the contract documents. The Contractor shall be responsible for field measurements for all new construction and retrofits.

B. In the event existing conditions are notably different at time of construction than the construction documents provided. The Contractor shall notify the KO and the COR.

C. The Contractor shall consult the KO and the COR prior to making any major field adjustments. Any variation from the contract documents must be authorized by the KO.

D. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

E. All work shall be in strict compliance with the manufacturer’s instructions.

F. When manufacturers' instructions conflict with Contract Documents, request clarification from the COR before proceeding.

G. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

H. Perform Work by persons qualified to produce required and specified quality.

I. Upon request, the general contractor shall provide documented experience for all sub-contractors, manufacturers and applicators utilized as part of this contract.

J. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

K. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

L. Use adequate numbers of skilled work personnel who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of all work covered under this specification.

M. The general contractor shall coordinate the work of all trades to insure no conflicts occur that will prevent a complete operational installation.

01 40 00 - 28 CMS- 1467

N. All materials and methods of construction for building work shall comply with the International Building Code, latest edition. The contractor and his/her subcontractors shall be responsible to familiarize themselves with this document.

O. All materials and methods of construction for site work shall comply with the

New Jersey Department of Transportation Standard Specifications for Road and

Bridge Construction, 2001, with revisions, hereon referred to as the NJDOT

Specifications. The contractor and his/her subcontractors shall be responsible to familiarize themselves with this document.

P. Comply with the latest edition of all applicable code requirements, including:

1. NFPA 101: Life Safety Code

2. Uniform Federal Accessibility Standards

3. ASCE 7-05: “Minimum Design Loads for Buildings and Other

Structures”

4. National Electric Code (NEC)

5. ASHRAE Manual

6. Other applicable codes and industry standards

1.2 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from Contracting Officer’s

Representative before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

1.3 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard, by date of issue, current on date of Contract

Documents, except where specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. When specified reference standards conflict with Contract Documents, request clarification from Contracting Officer’s Representative before proceeding.

E. Contractual relationships, duties, and responsibilities of parties in Contract and those of Contracting Officer’s Representative shall not be altered from Contract

Documents by mention or inference otherwise in Reference documents.

F. The Contracting Officer has sole authority to approve or authorize any changes to the contract, particularly those that impact money or time.

01 40 00 - 29 CMS- 1467

1.4 LABELING

A. Attach label from agency approved by authority having jurisdiction for products, assemblies, and systems required to be labeled by applicable code.

B. Label Information: Include manufacturer's or fabricator's identification, approving agency identification, and the following information, as applicable, on each label.

1. Model number.

2. Serial number.

3. Performance characteristics.

1.5 TESTING AND INSPECTION SERVICES

A. Terminology

1. Factory Tests: Tests made on various products and component parts prior to shipment to the job site, including but not limited to such items as transformers, boilers, air conditioning equipment, electrical equipment, and precast concrete.

2. Field Test: Tests or analysis made at, or in the vicinity of the job site in connection with the actual construction.

3. Products: The term "product" includes the plural thereof and means a type or a category of manufactured goods, construction, installations and processed materials or those associated services whose characterization, classification or functional performance determination is specified by standards.

4. Person: The term "person" means associations, companies corporations, educational institutions, firms, government agencies at the Federal, State and local level, partnership, and societies, as well as divisions thereof, and individuals.

5. Testing Laboratory: The term "testing laboratory" means any person, as defined above, whose functions include testing, analyzing, or inspecting

"products", as defined above, and/or evaluating the designs or specifications or such "products" according to the requirements of applicable standards.

6. Certified Test Reports: Certified reports, performed by a testing laboratory regularly engaged in the business, attesting that the tests were performed in accordance with the method specified, that the results reported are accurate, and that items tested either meet or fail to meet the stated minimum requirements. Those test reports include tests performed by Factory Mutual, Underwriters Laboratories, Inc., and others.

7. Certified Inspection Reports: Certified inspections reports are those signed by approval inspectors attesting that the item inspected meets the specification requirements other than any exception included in the report.

8. Manufacturer's Certificate of Conformance or Compliance: A certificate signed by an authorized manufacturer's official attesting that the material or equipment delivered meets the specification requirements.

9. Contractor's Daily Report: A report of man-hours expended work accomplished, etc., filled out on a daily basis by the Contractor's Job

01 40 00 - 30 CMS- 1467

Superintendent and submitted to the Contracting Officer's

Representative.

B. Employ the services of an independent testing agency or laboratory acceptable to

The Government to perform specified testing.

1. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time registered Engineer or specialist and responsible officer.

2. Submit copy of report of laboratory facilities inspection made by

Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection.

C. The independent firm will perform tests, inspections and other services specified in individual specification sections and as required by Contracting Officer’s

Representative.

1. Laboratory: Authorized to operate in State of New Jersey.

2. Laboratory Staff: Maintain full time registered Engineer or specialist on staff to review services.

3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants.

D. Testing, inspections and source quality control may occur on or off project site.

Perform off-site testing as required by Contracting Officer’s Representative.

E. Reports will be submitted to the Contracting Officer and Contracting Officer’s

Representative, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

1. Submit final report indicating correction of Work previously reported as non-compliant.

F. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Contracting Officer’s Representative and independent firm 24 hours prior to expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

G. Testing and employment of testing agency or laboratory shall not relieve

Contractor of obligation to perform Work in accordance with requirements of

Contract Documents.

H. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by

Contracting Officer’s Representative.

I. Testing Laboratory Responsibilities:

1. Test samples of mixes submitted by Contractor.

01 40 00 - 31 CMS- 1467

2. Provide qualified personnel at site. Cooperate with Contracting Officer’s

Representative and Contractor in performance of services.

3. Perform specified sampling and testing of products in accordance with specified standards.

4. Ascertain compliance of materials and mixes with requirements of

Contract Documents.

5. Promptly notify Contracting Officer’s Representative and Contractor of observed irregularities or non-conformance of Work or products.

6. Perform additional tests required by Contracting Officer’s

Representative.

7. Attend preconstruction meetings and progress meetings, when requested.

J. Testing…