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Construction Information

cambridgeMa.gov
 

2009 Standard Specifications

  Details
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Document Preparation Instructions:
 
  •  01010: Summary of Work
  •  01025: Measurement and Payment
  •  01040: Project Coordination
  •  01045: Cutting and Patching
  •  01060: Permits and Regulatory Requirements
  •  01070: Abbreviations
  •  01090: Reference Standards
  •  01105: Rodent Control
  •  01108: Health and Safety Procedures
  •  01200: General Requirements for Utility Work
  •  01300: Submittals
  •  01301: Schedule of Values
  •  01311: Scheduling and Reporting
  •  01380: Construction Photographs
  •  01390: Preconstruction Survey
  •  01400: Quality Control
  •  01500: Temporary Facilities Controls
  •  01505: Mobilization
  •  01560: Temporary Environmental Controls
  •  01570: Maintenance and Protection of Traffic
  •  01600: Products, Materials, and Equipment
  •  01630: Restoration of Grounds and Cleaning Up
  •  01700: System Checkout and Startup
  •  01701: Project Closeout
  •  01740: Warranties and Bonds
  •  02010: Subsurface Investigation
  •  02015: Geotechnical Instrumentation and Monitoring
  •  02051: Demolition, Modification, Abandonment
  •  02080: Soil and Waste Management
  •  02095: Transportation and Disposal of Soil and Fill
  •  02100: Tree Pruning and Protection
  •  Sedimentation and Erosion Control Standards
 
   • 01010: Summary of Work. Word document of this text HERE ( right click / save target as )
   

SECTION 01010

 

SUMMARY OF WORK

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

PART 1 - GENERAL

 

1.1       SUMMARY

 

A.                 The Work to be done under this contract consists of

N.T.S. – Include the Primary and Secondary (if any) designation of the Project.  For example…”the construction of sewer separation with a surface enhancement component”. 

The Work includes, but is not limited to;

N.T.S. – Include a description of the major items of work.  For example…”installation of a box culvert type storm water holding tank with pump station; installation of pre-cast concrete diversion structures; installation of cured-in-place pipeliners; and installation of new storm drain pipes and structures.”

and all associated work.

 

B.                 A general description of the Work to be performed under this contract shall include, but will not be limited to the following construction operations:

 

1.                  Excavating, backfilling, grading and compacting for construction of

N.T.S. – List such items of work as pipes; storm water holding tanks, pump stations, manholes, catch basins, and any other applicable major elements of the Work

and subsequent restoration of surface features.

 

2.                  Furnish and install

N.T.S – List applicable major elements of the Work such as; sewer pipes; drain pipes, storm water holding tank, drainage structures, services, etc.

complete with necessary appurtenances and services.

 

3.                  Replace and restore disturbed pavement surfaces, sidewalks, curbing, utilities, shrubbery, grass, posts, signs, etc. along the line of work. Shore or guy any utility poles as required by utility company. Replace any disturbed bounds utilizing the services of a registered land surveyor.  Repair/replace disturbed driveways and walkways on private property.

 

 

4.                  N.T.S. – Include “Perform start-up and testing of pump station and correct all failures.” if applicable.

 

5.                  Reuse geotechnically and analytically suitable excavated material on site as backfill and dispose of excess material from excavation not required for fill or backfill as specified, and to the satisfaction of the Owner.

 

C.                 The work shall conform to such additional drawings, specifications and addenda to these Specifications and Drawings as may be published or exhibited prior to the opening of Bid Proposals or as may be furnished by the Engineer from time to time during the construction.

 

D.                 Work and materials which are necessary in the construction but which are not specifically referred to in the Specification, or shown on the Drawings, but implied by the Contract shall be furnished by the Contractor and included in the Contractor’s Unit and Lump Sum Prices Bid.  The work and materials shall be such as will correspond with the general character of the work as may be determined by the Engineer, whose decisions as to the necessity for and character of such work and materials shall be final and conclusive.  It is the intent of these specifications to produce a complete, finished job whether shown in every detail or not.

 

E.                  For the purposes of this Contract, anywhere the term “Temporary” is used in the Specifications, in the Plans, in Contract Addenda, in any revisions made to the Contract Documents at any time prior to or during construction, verbally, in writing, in change orders or work change directives or at any other time whether listed here or not, it shall be taken to mean “Temporary” only as it relates to the duration of the Contract.  All repairs, restoration, and construction shall be considered permanent.

1.2       CONSTRUCTION SEQUENCE

A.        Establish Baseline Rodent Control

 

B.         Mobilization

 

N.T.S – It is not the Specifiers role or responsibility to sequence the project for the Contractor.  Sequencing is based on the Contractor’s means and methods and is his responsibility.  However, this Sub-Section should be used to specify certain sequencing requirements which are critical to such issues as maintenance of flows; community impact; operations considerations; maintenance of services, etc.  This sub-section should also provide restrictions as may be applicable to performing the work such as “water shutdowns on X Street may not be performed at the same time as Street Y or Street Z”

 

N.T.S – For projects which require Pre / Post Construction Surveys and Geotechnical Instrumentation and Monitoring, the following must be included as some of the first items in the Construction Sequence; “B.     Perform Pre-Construction Survey as specified prior to excavation within the areas established in Section 01390 – PRE / POST CONSTRUCTION SURVEY and as indicated in the Drawings, C.     Establish Geotechnical Instrumentation and Monitoring Points as specified prior to any excavation within the areas established in Section 02015 – GEOTECHNICAL INSTRUMENTATION AND MONITORING and as indicated in the Drawings”     

 

N.T.S. – For projects which are expected to have dewatering and therefore treatment, the following must be included as a second tier item in the sequence; “D.     Establish the construction dewatering treatment system.”

 

N.T.S. – For projects which expect to have utility conflicts and/or relocations, the following must be included as some of the third tier items in the sequence;

“E.     Perform test pits.  F.    Prior to installation of (state items of work here i.e. storm water holding tank, pump station, drainage structures, or any piping) the Contractor shall verify the relocation of any existing utilities that are scheduled for relocation, coordinate with the responsible utility, and relocate those utilities which are the Contractor’s responsibility as per these Contract Documents.”

 

1.3       UNDERGROUND UTILITIES

 

A.                 The underground utilities shown on the plans have been located primarily from information furnished by others and are considered approximate both as to size and location.  There are additional utilities to be encountered that are not shown on the plans, and it shall be the Contractor's responsibility to locate all existing utilities and to protect same from damage or harm.  All utilities interfered with or damaged shall be properly restored, at the expense of the Contractor, to the satisfaction of its owner.

 

N.T.S. – If the Specifier expects to encounter an underdrain system, typically expected under old brick combined sewers, include the following; “The Contractor’s attention is directed to the possible presence of an existing underdrain system below existing combined sewers in the project area.  The Contractor shall be responsible for all costs expected to be incurred as a result of design considerations or means and methods of installation of the earth support systems, dewatering, and any other aspects of the Work which may be affected by the presence of the underdrain system and include such costs in the Bid.”           

 

1.4              SURFACE RESTORATION

 

A.                 Any damage to the pavement, curbing, or sidewalks outside of the limits of excavation and excavation support as defined in the Contract Documents shall be the responsibility of the Contractor and all costs associated with the repair of the excavation, sub-base, pavement, curbing, and sidewalks shall be fully borne by the Contractor.  Repairs shall be immediately made by the Contractor as per the Contract Documents and as directed by the Engineer.

 

1.5       HOURS OF WORK

 

N.T.S. – Specifier is to verify, with the CDPW and / or Traffic and Parking Department, hours of work for each location within the limits of the Work.  Adjacent streets sometimes have different work hour restrictions.  List all hours of work and restrictions.

 

1.5       CONTRACTOR USE OF PROJECT SITE

A.                The Contractor’s use of the project site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities and field offices.

 

B.                The Contractor shall determine the location(s) of the staging area(s) to be used for this project and shall obtain approval of the location(s) from the City prior to any mobilization activities.

N.T.S. – If the Specifier knows before hand that no area will be made available for staging, delete the above sub-section so as to avoid confusion.

 

C.                The Contractor shall maintain access to street parking and driveway parking and access to all properties and businesses outside the work zone during off work hours.

 

1.6       LIST OF DRAWINGS

 

A.                 The location, general characteristics, and principal details of the work are indicated on a set of drawings entitled

N.T.S. – List the Name of the Project.  For example; “City of Cambridge, Massachusetts Magnolia/Myrtle/Hovey and Lamont Avenues Drainage Improvements Project”

numbered

N.T.S. – List the Sheet Numbers with a general description of what is included on the sheets.  For example; “G-1 and G-2 (Cover and Index), GEO-1 and GEO-2 (Geotechnical Monitoring Points and Boring Locations), CG-1 through CG-8 (Civil General Notes and Details), CD-1 through CD-6 (Civil Drain Sheets), CS-1 through CS-6 (Civil Sewer Sheets), CU-1 through CU-6 (Civil Utility Sheets), MG-1 and MG-2 (Mechanical General Notes and Details), M-1 through M-4 (Mechanical Sheets), EG-1 through EG-4 (Electrical General Sheets), E-1 and E-2 (Electrical Sheets), S-1 through S-7 (Structural Sheets), RG-1 through RG-3 (Roadway General Sheets), R-1 through R-5 (Roadway Sheets), and TMP-1 through TMP-11 (Traffic management Sheets)”.

 

B.                 The drawings listed above are the Contract Drawings, sometimes referred to herein as the "Drawings." Additional drawings showing details in accordance with which the work is to be done may be furnished from time to time by the Engineer, if found necessary, and shall then become a part of the Drawings.

 

 

PART 2- PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

END OF SECTION 01010

 
   • 01025: Measurement and Payment Word document of this text HERE ( right click / save target as )
 

SECTION 01025

MEASUREMENT AND PAYMENT

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

 

PART 1 GENERAL

 

1.1       SUMMARY

 

A.        Payment for the items specified in the Bid Schedule shall include compensation for furnishing all labor, tools, equipment, supplies, and manufactured articles, and for all operations, and incidentals appurtenant to the items of work described, to complete the various items of the Work, all in accordance with the requirements of the Contract Documents, Drawings, Specifications, Addendum, and other modifications issued and approved by the Owner and Engineer.

 

B.         Payment for the items specified in the Bid Schedule shall include all costs for permits and compliance with the regulations of public agencies having jurisdiction including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA).

 

C.         The prices named in the Bid Schedule shall include all Work items described or implied in the Contract Documents, Drawings, Specifications, Addendum, and other modifications issued and approved by the Owner and Engineer, and all other Work items necessary to manufacture, furnish, install, test, and start-up a complete working project. 

N.T.S. – Delete “start-up” reference if there are no items of work to start-up. 

 

D.        Work items to be included in the Bid Schedule prices, not included for separate payment elsewhere include, but are not limited to:

 

N.T.S. – The items listed below apply to most Construction Projects.  If one or more of the items is not a requirement of the Contract, and therefore compensation does not apply, delete from the list so as to avoid confusion.  Also, this may not be an all inclusive list.  Add project specific items which are not suitable for inclusion into the “Inclusion” component of all Items for Compensation.

               

a.                   Backfill with materials not removed from the work zone and reused at the point of excavation.

b.                  Abandonment, removal and disposal of existing, abandoned or relocated private utilities

c.                   Rodent control

d.                  Construction photographs

e.                   Attending City meetings and neighborhood meetings

f.                   Submitting work plans and shop drawings

g.                   Concrete encasement of impacted utilities

h.                  Sweeping and removing snow from streets and sidewalks where work is ongoing

i.                    Transporting trash and recyclables out of the work area where municipal pickup is hindered

j.                    Providing certificates of design where required

k.                  Attending weekly Construction Progress Meetings and weekly DPW meetings

l.                    Submitting monthly CPM schedules and narratives

m.                Submitting weekly and bi-weekly construction schedule projections and updates

n.                  Fulfilling all reporting requirements

o.                  Preparation and submission of monthly and final record drawing information

p.                  Clean-up and restoration of all surface features not included for payment elsewhere.

q.                  Remove and reset all signs, bollards, benches, fences, posts, poles, and all other surface features on public and private property which may need to be removed for construction

 

r.          Obtain all permits including fees

 

N.T.S. – If your project has a significant component of erosion and sedimentation control, delete item s below and add the Compensation Section as directed in Section 01500.

s.          Erosion and sedimentation control

 

E.         No separate payment shall be made for any item that is not specifically specified in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work.

 

F.         The Contractor and Subcontractors shall not take advantage of any apparent error or omission on the Drawings or in the Specifications.  The Contractor and Subcontractors shall make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents at no additional cost to the City. 

 

D.        Anywhere in these Contract Documents, the term furnish shall mean the manufacture; supply; delivery to the Project site including the actual unloading and unpacking; assembly; erection; placing; installation; anchoring; applying; working to dimension; finishing; curing; protecting; cleaning; testing; start-up; and similar operations unless stated otherwise.

 

N.T.S. – If there are no lump sum items, it is suitable to delete Subsection 1.2 below so as to avoid confusion. 

1.2       LUMP SUM ITEMS

 

A.        Payment for the lump sums shall be full compensation for all labor, materials and equipment required to furnish, install, construct, startup and test the work covered under that lump sum item, whether listed in the related Compensation subsection for each item or not.  All supervision; overhead items including but not limited to bonds, insurance, and labor burden; and profit are also included.

 

B.                 Payment shall fully compensate the Contractor for any other work which is not specified or shown, but which is necessary to complete the Work.

 

N.T.S. – If there are no unit price items, it is suitable to delete Subsection 1.3 below so as to avoid confusion. 

1.3              UNIT PRICE ITEMS

 

A.        Unit prices shall be full compensation for all labor, materials and equipment required to furnish, install, construct, startup and test the work covered under that unit price item, whether listed in the related Compensation subsection for each item or not.  All supervision; overhead items including but not limited to bonds, insurance, and labor burden; and profit are also included.

 

B.                 Payment shall fully compensate the Contractor for any other work which is not specified or shown, but which is necessary to complete the Work.

 

1.4       MEASUREMENT FOR PAYMENT

 

A.        Work completed to date shall be submitted by the Contractor and substantiated as required by the Engineer. 

 

B.         The Owner and Engineer will review the submittal for completeness and verification.  Failure to submit any of the below requirements will be grounds for a rejection of the submitted pay request until such time as the submittals are complete, accurate, up to date, and have been approved by the Owner and Engineer.

 

1.                  Include a checklist of completed items.  Only items signed-off by the Engineer will be considered for payment.

 

2.                  Include red-lined “As-built” drawings indicating degree of completion.

 

N.T.S. – If CPM Schedules and/or updates are not a Contract requirement, delete Item 3  below or modify it as appropriate to reflect the Project’s reporting requirements.

3.                  Include a revised CPM schedule and narrative as required in the Specifications and showing actual record information.

 

 

N.T.S. – Modify Item 4 below as may be appropriate to reflect actual elements of the Work included in the Project.  For example, if the Project does not have cast-in-place concrete and geotechnical instrumentation and monitoring results, these two items would be deleted from the list below.

4.                  Include a copy of all required test results including, but not limited to geotechnical and settlement monitoring results, compaction test results, concrete strength test results, grain size analysis and analytical test results.

 

 

PART 2- PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

 

END OF SECTION 01025

 
   • 01040: Project Coordination Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

Section 01040

 

PROJECT COORDINATION AND MEETINGS

 

 

PART 1 – GENERAL

 

1.1       DESCRIPTION

 

A.        This section includes general coordination requirements including preconstruction conference, site mobilization conference, and progress meetings.

 

1.2       CONTRACTOR COORDINATION

 

A.        Coordinate scheduling, submittals, and the Work to assure efficient and orderly sequence of installation of interdependent construction elements.

 

N.T.S. – Delete Paragraph B, below, if there is no “equipment” existing or proposed as part of the Work.  Examples of equipment for which this would apply are pumps and control panels for pump stations.

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

 

N.T.S. – Delete Paragraph C, below, if there is no mechanical and/or electrical work proposed.  Examples of equipment for which this would apply are pumps, flap valves, hydroslides, etc.

C.         Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings.  Follow routing shown for pipes, duct banks, and conduit, as closely as possible.  Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

 

D.        Coordinate completion of the Work and clean up for Substantial Completion and for portions of Work designated for City's partial utilization.

 

E.         Coordinate access to site for correction of nonconforming Work to minimize disruption of City's activities where City is in partial utilization.

 

1.3            PRECONSTRUCTION CONFERENCE

 

A.        The Owner will schedule a preconstruction conference.

 

B.         Attendance Required:  Owner’s representatives, Architect/Engineer, Contractor, Contractor’s Project Manager and Superintendent and major Subcontractors.

 

N.T.S. – The items included in the agenda below are considered applicable to almost all Construction Contracts by the Cambridge DPW, however, the Specifier shall review and revise, add, delete requirements to fit the special needs of the Project.

C.         Agenda:

 

1.                  Designation of personnel representing the parties in Contract and the Architect/Engineer.

 

2.                  Description of the Project background, purpose, basis of design and major elements of the Work.

 

3.                  Community Relations requirements

 

4.                  Soil and Waste Management requirements

 

N.T.S. – Revise to reflect only those Contract requirements.  For example if geotechnical instrumentation and monitoring is not a requirement, delete.

5.                  Major Geotechnical requirements such as temporary support of excavation; backfill and compaction; geotechnical instrumentation and monitoring, and dewatering.

 

6.                  Requirements and procedures for the submission of change orders and pay requisitions.

 

N.T.S. – Modify Paragraph 7 below if scheduling is not a Contract requirement.

7.                  Requirements, procedures and processing of shop drawings and other submittals; Schedules and schedule updates; substitutions; and Requests for Information.

 

8.                  Scheduling of the Work and coordination with other contractors.

 

N.T.S. – Delete Paragraph 9 below if there are no major Subcontractors anticipated.  Trucking is not a major subcontractor.  Pavers on a project with significant paving, mechanical and electrical subcontractors are considered significant.

9.                  Review of Subcontractors

 

10.              Continuation of City services (trash and rubbish removal, recycling, street sweeping, and snow removal).

 

11.              Meeting requirements (Progress, Work Shops, Weekly Cambridge Department of Public Work Meetings, etc.)

 

N.T.S. – Delete if no special utility coordination is anticipated.

12.              Utility coordination

 

13.              Traffic and pedestrian management requirements

 

1.4       PROGRESS MEETINGS

 

A.        Project meetings shall be held at a location designated by the Owner and Engineers.  Meeting shall be held at

N.T.S. – Define interval.  Most large projects should have weekly meetings.  Smaller scope meetings may have bi-weekly or monthly meetings.

intervals, or more frequent intervals if directed by City Engineer.

 

N.T.S. – Delete Subcontractor reference if no major subcontractors are expected on the project.  See N.T.S for Paragraph 1.3.C.9 above for what is considered a major subcontractor.

B.         Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner representatives, and Architect/Engineer as appropriate to agenda topics for each meeting.

 

C.         The Owner or Engineer or their representative will make arrangements for meetings, and record minutes.

 

D.        The Owner or Engineers or their representative will prepare the agenda and preside at meetings.

 

E.         Contractor shall provide required information and be prepared to discuss each agenda item.

 

N.T.S. – The items included in the agenda below are considered applicable to almost all Construction Contracts by the Cambridge DPW, however, the Specifier shall review and revise, add, delete requirements to fit the special needs of the Project.

F.         Agenda:

 

1.                  Review minutes of previous meetings

 

2.                  Community Relations

 

3.                  Review of work progress.  Review of work completed, work on going and work scheduled within the coming month.

 

4.                  Field observations, problems, and decisions

 

5.                  Identification of problems which impede planned progress

 

6.                  Review of submittals schedule and status of submittals

 

7.                  Review of RFI and RFP status

 

8.                  Proposed Change Orders (PCO), claims, credits, Work Change Directive, and change order status

 

N.T.S. – Item 9 below may be deleted if there are no off-site fabricated items included in the Contract.  Pre-cast concrete structures are considered off-site fabricated items.

9.                  Review of off‑site fabrication and delivery schedules

 

10.              Maintenance of progress schedule

 

11.              Corrective measures to regain projected schedules

 

12.              Maintenance of quality and work standards

 

13.              Effect of proposed changes on progress schedule and coordination

 

14.              Other item relating to Work

 

 

PART 2 – PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

END OF SECTION 01040

 
   • 01045: Cutting and PatchingWord document of this text HERE ( right click / save target as )
 

SECTION 01045

 

CUTTING AND PATCHING

N.T.S. – Use this Section if your Contract includes modifications to proposed or existing structures by cutting and subsequently patching

 

 

PART 1 - GENERAL

 

1.1       DESCRIPTION

 

A.        This Section specifies administrative and procedural requirements for cutting and patching.

 

B.         Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

 

N.T.S. – If your Project does not include mechanical or electrical components then delete the appropriate reference or Paragraph 1.1.B.1 in its entirety.

1.         Requirements of this Section do not apply to mechanical and electrical installations.  Refer to Division‑15 and Division‑16 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

 

1.2       SUBMITTALS

 

            A.        For informational purposes only, submit proposed procedures for cutting and patching at a minimum of 2 weeks in advance of the time cutting and patching will be performed.  The submittal shall contain, but not be limited to the following information:

 

1.         Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided.

 

2.                  Describe anticipated results in terms of changes to existing or proposed construction; include changes to structural elements and operating components.

 

N.T.S. – If there is cutting and patching anticipated on existing or proposed construction above or at grade, include the following, otherwise delete as not being applicable.

3.                  If the cutting and patching is to be performed on an existing or proposed construction which is visible above or at grade, describe changes in appearance and other significant visual elements.

 

4.         List firms or entities that will perform Work.

 

5.         Indicate dates when cutting and patching is to be performed.

 

6.         List utilities, service, or performance that will be disturbed or affected and indicate how long service will be disrupted.

 

7.         Where cutting and patching involves addition of reinforcement to structural elements, submit details stamped by a Massachusetts Professional Engineer to show how reinforcement is integrated with the original structure.

 

B.         Review by the Engineer prior to proceeding with cutting and patching does not waive the Engineer's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

 

1.3       QUALITY ASSURANCE

 

            A.        Requirements for Structural and Utility Work:  Do not cut and patch structural elements in a manner that would reduce their load‑carrying capacity or load‑deflection ratio.

 

                        1.         Submit, for informational purposes only, the cutting and patching proposal, including a structural analysis and design of additional reinforcement, stamped by a Massachusetts Professional Engineer, before cutting and patching.

 

N.T.S. – If Paragraph B below does not apply to the work of the Contract, delete B and all subparagraphs in their entirety.

            B.         Operational and Safety Limitations:  Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

 

                        1.         Submit, for informational purposes only, the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

 

                                    a.         Shoring, bracing, and sheeting.

 

                                    b.         Primary operational systems and equipment.

 

                                    c.         Control systems.

 

                                    d.         Electrical wiring systems.

N.T.S. – If there is no cutting and patching anticipated on existing or proposed construction above or at grade, delete Paragraph C and its subparagraphs in their entirety.

            C.         Visual Requirements:  Do not cut and patch construction exposed on the exterior, in a manner that would, in the Engineer's opinion, reduce aesthetic qualities, or result in visual evidence of cutting and patching.  Remove and replace Work cut and patched in a visually unsatisfactory manner as determined by the Engineer.

 

                        1.         If possible retain the original installer or fabricator to cut and patch or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm acceptable to the Engineer:

 

 

PART 2 - PRODUCTS

 

2.1       MATERIALS

 

            A.        Use materials whose installed performance will equal or surpass that of existing materials.

 

N.T.S. – If there is no cutting and patching anticipated on existing or proposed construction above or at grade, delete Paragraph B in its entirety.

B.         Where cutting and patching occurs on exposed exterior structures or work, use materials that are identical to existing materials.  If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. 

 

 

PART 3 - EXECUTION

 

3.1       INSPECTION

 

A.        Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed.  Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

 

N.T.S. – Delete reference in Paragraph 3.1.A.1 below if the Project does not include a mechanical and/or electrical component.

1.         Before proceeding, meet at the site with parties involved in cutting and patching, including but not limited to mechanical and electrical trades.  Review areas of potential interference and conflict.  Coordinate procedures and resolve potential conflicts before proceeding.

 

3.2       PREPARATION

 

A.        Temporary Support:  Provide temporary support of Work to be cut.

 

B.         Protection:  Protect existing construction during cutting and patching to prevent damage.  Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

 

N.T.S. – Delete or revise Paragraph 3.2.C below if the cutting and patch does not include cutting and patching any of the items described below.

C.         Take all precautions to avoid cutting existing pipe, conduit or duct banks that are scheduled to be removed or relocated until provisions have been made to bypass them.

 

3.3       CUTTING

 

A.        General:  Employ skilled workmen to perform cutting and patching.  Complete cutting and patching without delay.

 

B.         Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

 

            C.         Cutting:  Cut existing construction using methods least likely to damage elements to be retained or adjoining construction.  Where possible, review the proposed procedures with the original installer or manufacturer or with an installer or manufacturer with similar experience.  Comply with the installer's and / or manufacturer’s recommendations.

 

D.        In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping.  Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces.  Temporarily cover openings when not in use.

 

E.         Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

 

N.T.S. – Delete the following Paragrph “F” if there is no cutting of pipe or conduit anticipated.

F.         By‑pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned.  Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by‑passing and cutting.

 

3.4       PATCHING

 

A.        Inspect and test patched areas to demonstrate integrity of the installation.

 

3.5       CLEANING

 

N.T.S. – Delete reference to pipe in Paragraph 3.5.A below if cutting and patching is not anticipated in the project.

            A.        Thoroughly clean areas where cutting and patching is performed or used as access.  Remove completely mortar, oils, reinforcing, concrete, masonry and items of similar nature.  Thoroughly clean piping, conduit and similar features before finishing is applied.  Restore damaged pipe to its original condition.

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

 

END OF SECTION 01045

 
   • 01060: Permits and Regulatory Requirements Word document of this text HERE ( right click / save target as )
 

PERMITS AND REGULATORY REQUIREMENTS

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

 

 

PART 1 - GENERAL

 

1.1       REGULATORY AGENCIES

 

A.        Contractor shall comply with all laws, rules, regulations, and ordinances promulgated by any authority having jurisdiction over the Work.

 

N.T.S. – Specifier may revise the list of agencies included below to include additional ones or delete those listed below to refine the list to be specific to the Contract being prepared.

B.         The Contractor shall be fully responsible for obtaining and complying with all required permit(s).  The Contractor shall be responsible for including all costs and fees required to obtain and comply with the permits, in the Bid.  The Contractor shall ensure that all necessary permits from the Department of Public Safety, Cambridge Fire Department, Cambridge Police Department, Cambridge Electrical Department, Cambridge Water Department, Cambridge Department of Public Works and all other regulatory agencies and/or inspectional authorities having jurisdiction are obtained and paid for by the Contractor or its subcontractor (s) as appropriate. 

 

1.2       PERMITS OBTAINED BY THE CONTRACTOR

 

A.        The Contractor or its subcontractor shall be responsible for obtaining; paying for; and complying with, as part of its base Bid, all permits; licenses; certifications; and approvals required for the work of this contract, not specifically listed in Appendix 01060-A of this section.  The Contractor's responsibility includes but is not limited to, all permits required for his equipment, work force, and particular operations such as transportation and storage of fuel, chemicals or other materials and air emission. 

 

N.T.S. – Specifier may revise the list of Cambridge permits below to include additional ones or delete those below which may not apply to refine the list to be specific to the Contract being prepared.

            B.         At a minimum, the Cambridge Department of Public Works and Cambridge Traffic and Parking Department permits that the Contractor shall be responsible for obtaining, paying for, and complying with include, but are not limited to, the following:

 

                        1.         Excavation Permit

 

                        2.         Street Obstruction Permit

 

                        3.         Sidewalk Obstruction Permit

 

4.         Street Closing Permit

 

                        5.         Curb Cut Permit

 

                        6.         Traffic Management Detour Plan

 

C.         The Contractor shall be responsible for scheduling and coordinating inspections and receipt of local, state, or federal permits/approvals/certifications for all Work as part of this Contract.

 

N.T.S. – Paragraph “D” below may be deleted if it does not apply.  For example on Surface enhancement projects.

D.        The Contractor shall be responsible for obtaining, paying for and complying with DEP and City of Cambridge Backflow Prevention Permits.

 

N.T.S. – If no permits are obtained by the Owner, delete sub-section 1.5 and all its Paragraph’s in their entirety.

1.5       PERMITS OBTAINED BY THE OWNER

 

N.T.S. – If all permits have been obtained, delete the “and the status of any permits not yet received” reference in Paragraph 1.5.A below.

A.        Appendix "01060-A" contains a list of permits that the Owner has obtained or will obtain for this Work, and the status of any permits not yet received. 

 

B.         The Contractor is solely responsible for the implementation of the permit requirements and shall include as such in the Bid.

 

C.         The Contractor is solely responsible for any punitive action resulting from any violation of the permit. 

 

N.T.S. – If all permits have been obtained, delete the Paragraph 1.5.D below.

D.        Actual permits, listed in Appendix “01060-A” as not yet received, issued by the respective agencies will become part of this contract by either addendum to the bid documents prior to opening bids, or by change order, after the project is awarded. 

 

N.T.S. – If some permits have not been obtained and samples of permits of a similar nature by the permitting agency are available and are attached to the Contract Appendix, add the following paragraph, otherwise, disregard.

E.         Sample permits of a similar nature by the awarding authorities, as listed in Appendix “01060-A” are attached to the Contract Specifications as an Appenix.  The Contractor shall, at a minimum, include compliance with the provisions and requirements of these samples as part of the Bid.  The Contractor will receive no additional compensation for compliance with these requirements.     

 

F.         Contractor shall comply with all permits obtained by the Owner and the permits obtained by the Contractor.

 

 

PART 2- PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

 

END OF SECTION 01060


N.T.S. – Specifier is to complete the Schedule below as may be appropriate for the specific Project.  Some examples are included below.  If samples of the permits are available, showing requirements of a typical permit of the nature listed, include in Contract’s Appendix as an attachment.

APPENDIX 01060-A

 

SCHEDULE OF PERMITS

 

______________________________________________________________________________

 

PERMIT                       ISSUING                                 STATUS                      SAMPLE

TITLE                          AGENCY                                AS OF                         ATTACHED

                                                                                    Date…..                       YES / NO

______________________________________________________________________________

 

Temporary Construction MWRA                 Permit in process                    Yes, sample Dewatering Permit                                                                                            of permit

                                                                                                                        is included in

Appendix

______________________________________________________________________________

 

NEPDES                                                         Permit in process                    Yes, sample Dewatering Permit                                                                                            of permit

                                                                                                                        is included in

Appendix

______________________________________________________________________________

 

 

MBTA Railroad                                             Permit in process                    Yes, sample

Permit                                                                                                             of permit

                                                                                                                        is included in

Appendix

______________________________________________________________________________

 

Conservation Commission                             Approved                                Permit             Order of Conditions                                                                                      included

                       

______________________________________________________________________________

 

 

 

1.8M permit for water.

2.8M permit for sewer.

2.Army Corps.

 

 
   • 01070: Abbreviations Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

SECTION 01070

 

ABBREVIATIONS

 

 

PART 1 - GENERAL

 

1.1       DESCRIPTION

 

A.        Wherever in these Specifications references are made to the standards, specifications, or other published data of the various international, national, regional, or local organizations, such organizations may be referred to by their acronym or abbreviation only.  As a guide to the user of these Specifications, the following acronyms or abbreviations which may appear in these Specifications shall have the meanings indicated herein.

 

N.T.S. – Specifier shall review list below during the preparation of the Contract Documents.  If any acronyms or abbreviations are used, specific to the Project for which these documents are being prepared, add the appropriate information below.

1.2       ABBREVIATIONS

 

            AA                   Aluminum Association

            AAMA             Architectural Aluminum Manufacturer's Association

            AAR                Association of American Railroads

            AASHTO         American Association of State Highway and Transportation Officials

            ACI                  American Concrete Institute

            AFBMA           Anti-Friction Bearing Manufacturer's Association, Inc.

            AGA                American Gas Association

            AGMA             American Gear Manufacturers Association

            AI                    The Asphalt Institute

            AIA                 American Institute of Architects

            AISC                American Institute of Steel Construction

            AISI                 American Iron and Steel Institute

            AITC               American Institute of Timber Construction

            AMCA             Air Moving and Conditioning Association

            ANSI               American National Standards Institute, Inc.

            APA                 American Plywood Association or American Parquet Association, Inc.

            API                  American Petroleum Institute

            APWA             American Public Works Association

            ARI                  Air-Conditioning and Refrigeration Institute

            ASCE               American Society of Civil Engineers

            ASLE               American Society of Lubricating Engineers

            ASME              American Society of Mechanical Engineers

            ASQC              American Society for Quality Control

            ASSE               American Society of Sanitary Engineers

            ASTM              American Society for Testing and Materials

            AWS                American Welding Society

            AWWA            American Water Works Association

            BBC                 Basic Building Code, Building Officials and Code Administrators International

            BHMA             Builders Hardware Manufacturer's Association

            CABO              Council of American Building Officials

            CDA                Copper Development Association

            CGA                Compressed Gas Association

            CLFMI             Chain Link Fence Manufacturer's Institute

            CMA                Concrete Masonry Association

            CRSI                Concrete Reinforcing Steel Institute

            DCDMA          Diamond Core Drill Manufacturer's Association

            DHI                 Door and Hardware Institute

            DIPRA             Ductile Iron Pipe Research Association

            EIA                  Electronic Industries Association

            ETL                 Electrical Test Laboratories

            EPA                 Environmental Protection Agency

            FCC                 Federal Communications Commission

            FCI                  Fluid Controls Institute

            FM                   Factory Mutual System

            FPL                  Forest Products Laboratory

            HI                    Hydronics Institute

            HPMA             Hardwood Plywood Manufacturers Association

            IAPMO            International Association of Plumbing and Mechanical Officials

            ICBO               International Conference of Building Officials

            IEEE                Institute of Electrical and Electronics Engineers

            IES                   Illuminating Engineering Society

            IP                     Institute of Petroleum (London)

            IPC                  Institute of Printed Circuits

            IPCEA             Insulated Power Cable Engineers Association

            ISDSI               Insulated Steel Door Systems Institute

            ISA                  Instrument Society of America

            ISEA                Industrial Safety Equipment Association

            ISO                  International Organization for Standardization

            ITE                  Institute of Traffic Engineers

            MBMA            Metal Building Manufacturer's Association

            MIL                 Military Standards (DoD)

            MPTA              Mechanical Power Transmission Association

            MSS                 Manufacturers Standardization Society

            MTI                 Marine Testing Institute

            NAAMM         National Association of Architectural Metal Manufacturer's

            NACE              National Association of Corrosion Engineers

            NAGDM          National Association of Garage Door Manufacturers

            NB                   National Board of Boiler and Pressure Vessel Inspectors (alternate NBBPVI)

            NBS                 National Bureau of Standards (Now NIST)

            NCCLS            National Committee for Clinical Laboratory Standards

            NEC                 National Electrical Code

            NEMA             National Electrical Manufacturer's Association

            NETA              International Electrical Testing Association

            NFPA               National Fire Protection Association or National Fluid Power Association or National Forest Products Association

            NISO               National Information Standards Organization

            NLGI               National Lubricating Grease Institute

            NMA               National Microfilm Association

            NRCA              National Roofing Contractors Association

            NSF                 National Sanitation Foundation

            NWMA            National Woodwork Manufacturers Association

            NWWDA         National Wood Window and Door Association

            OSHA              Occupational Safety and Health Administration

            PCA                 Portland Cement Association

            PPI                   Plastics Pipe Institute

            RCRA              Resource Conservation and Recovery Act

            RIS                  Redwood Inspection Service

            RMA                Rubber Manufacturers Association

            RVIA               Recreational Vehicle Industry Association

            RWMA            Resistance Welder Manufacturer's Association

            SAE                 Society of Automotive Engineers

            SAMA             Scientific Apparatus Makers Association

            SDI                  Steel Door Institute

            SMA                Screen Manufacturers Association

            SMACCNA      Sheet Metal and Air Conditioning Contractors National Association

            SPI                   Society of the Plastics Industry, Inc.

            SPIB                Southern Pine Inspection Bureau

            SPR                  Simplified Practice Recommendation

            SSA                 Swedish Standards Association

            SSBC               Southern Standard Building Code, Southern Building Code Congress

            SSPC                Society for Protective Coating

            SSPWC            Standard Specifications for Public Works Construction

            TAPPI              Technical Association of the Pulp and Paper Industry

            TFI                   The Fertilizer Institute

            TIA                  Telecommunications Industries Association

            TPI                   Truss Plate Institute

            UBC                Uniform Building Code

            UL                   Underwriters Laboratories, Inc.

            WCLIB            West Coast Lumber Inspection Bureau

            WCRSI            Western Concrete Reinforcing Steel Institute

            WEF                Water Environment Federation

            WIC                 Woodwork Institute of California

            WRI                 Wire Reinforcement Institute, Inc.

            WWPA            Western Wood Products Association

 

 

PART 2 – PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

 

END OF SECTION 01070

 
   • 01090: Reference Standards Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

SECTION 01090

 

REFERENCE STANDARDS

 

 

PART 1 - GENERAL

 

1.1       DESCRIPTION

 

            A.        Titles of Sections and Paragraphs:  Captions accompanying specification sections and paragraphs are for convenience of reference only, and do not form a part of the Specifications.

 

            B.         Applicable Publications:  Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes.  No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

 

            C.         Specialists, Assignments:  In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work.  Such assignments shall be recognized as special requirements over which the Contractor has no choice or option.  These requirements shall not be interpreted so as to conflict with the enforcement of regulations governing the Work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions.  Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations.  Nevertheless, the final responsibility for fulfillment of the entire set of Contract requirements remains with the Contractor.

 

1.2       REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

 

            A.        Without limiting the generality of other requirements of the Specifications, all work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents.

 

N.T.S. – Modify Paragraph 1.2.B below to add to or delete references below which may or may not apply to the Contract for which these Documents are being prepared.

            B.         References herein to "Building Code" or "Uniform Building Code" shall mean Uniform Building Code of the International Conference of Building Officials (ICBO).  Similarly, references to "Mechanical Code" or "Uniform Mechanical Code," "Plumbing Code" or "Uniform Plumbing Code," "Fire Code" or "Uniform Fire Code," shall mean Uniform Mechanical Code, Uniform Plumbing Code and Uniform Fire Code of the International Conference of the Building Officials (ICBO).  "Electric Code" or "National Electric Code (NEC)" shall mean the National Electric Code of the National Fire Protection Association (NFPA).  The latest edition of the codes as approved by the Municipal Code and used by the local agency as of the date that the Work is advertised for bids, as adopted by the agency having jurisdiction, shall apply to the Work herein, including all addenda, modifications, amendments, or other lawful changes thereto.

 

            C.         In case of conflict between codes, reference standards, drawings and the other Contract Documents, the most stringent requirements shall govern.  All conflicts shall be brought to the attention of the Engineer for clarification and directions prior to ordering or providing any materials or furnishing labor.  The Contractor shall bid for the most stringent requirements.

 

            D.        The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein.

 

            E.         Applicable Standard Specifications:  References in the Contract Documents to "Standard Specifications" or SSPWC shall mean the Standard Specifications for Public Works Construction, 1991 Edition unless otherwise stated in the specification section.

 

            F.         References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

 

            G.        References herein to "OSHA Standards" shall mean, Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

 

1.3       REGULATIONS RELATED TO HAZARDOUS MATERIALS

 

            A.        The Contractor is responsible for ensuring that all work included in the Contract Documents, regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any other Federal, State, and Local Regulations governing the storage and conveyance of hazardous materials, including petroleum products.

 

 

PART 2 – PRODUCTS

 

Not Used

 

 

PART 3 – EXECUTION

 

Not Used

 

 

PART 4 – COMPENSATION

 

Not Used

 

 

 

END OF SECTION 01090

 

JN

 
   • 01105: Rodent Control Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

SECTION 01105

 

RODENT CONTROL

 

 

PART 1 - GENERAL

 

1.1       SUMMARY

 

            A.        This section specifies rodent control and general pest control requirements within project areas, and bordering areas as designated by the Owner and Engineer.  This work is to be performed prior to demolition, excavation, and site preparation and throughout the Contract, so that rodents and other pests do not disperse from or infest the project area.

 

            B.         The Contractor shall develop and implement an Integrated Pest Management (IPM) approach.  As part of that approach, the Contractor shall maintain a cooperative dialogue with appropriate agencies and management/representatives of neighboring properties.

 

            C.         The Contractor shall perform the rodent control tasks described in this Scope of Work and also respond to other pest control needs when directed by the Owner.

 

1.2       SUBMITTALS

 

            A.        Submit to the Engineer copies of pesticide applicator certifications and licenses within ten (10) days of the start of Rodent Control activities and ten (10) days prior to their issuance or renewal for the duration of this Contract.

 

            B.         After performing the survey described in Paragraph 3.2 below and before initiating baiting, submit to the Engineer a written description of proposed pest control procedures, indicating materials, quantities, methods, and time schedule.  For all pesticides to be used, submit a copy of the pesticide manufacturer's EPA-approved pesticide label with application directions.

 

            C.         Submit to the Engineer documentation of pest control activities and results and follows:

 

                        1.         Weekly - Submit data sheets with locations of sites treated, amounts and types of pesticide used, number and types of traps set, survey and inspection results, sanitation conditions, complaint calls investigated, and any problem that occurred.

 

                        2.         Monthly - Submit a written summary that includes determinable results of the IPM program and recommendations.

 

                        3.         Quarterly - Submit a map that shows bait stations, manholes, and catch basins where rodent baits are being maintained.

 

1.3       QUALIFICATIONS

 

            A.        The Contractor shall perform this work at all times in accordance with the following minimum standards and as acceptable to the Owner and Engineer.

 

                        1.         The Contractor and key personnel shall have experience with commercial and residential accounts and construction projects; have experience and technical training in vertebrate pest management and integrated pest management; have experience with various rodent control techniques, equipment, and strategies; have training and experience with insect control; and have knowledge of and experience with techniques to reduce non-target hazards.

 

                        2.         The supervisor shall be licensed and certified by the Massachusetts Pesticide Bureau and certified in General Pest Control (category 41) and Vertebrate Pest Control (category 44).  The supervisor shall have specific training and experience in vertebrate pest management, commercial rodent control, general pest control, and integrated pest management.

 

                        3.         Applicators shall be licensed by the Massachusetts Pesticide Bureau and certified in General Pest Control (category 41).  Applicators shall have specific training and experience in commercial rodent control and integrated pest management.

 

1.4       COORDINATION

 

            A.        Perform this Work in cooperation with the other Work performed under the Contract.

 

            B.         Initiate the work on or before field mobilization begins for the Contract and with adequate timing to achieve control before environmental disruptions.  Provide a maintenance program until Contract is completed and all equipment and materials are removed.

 

            C.         Perform the Work according to the preliminary schedule described in this section and as accepted or revised by the Owner and Engineer.  Estimated durations and start dates may be changed by the Owner or Engineer to suit changes in construction schedules and field conditions.  The Work could potentially require performance any day of the week and any hour of the day or night, regardless of weather.

 

            D.        Perform this work in such a manner that toxicant or other control tools do no pose a hazard to persons, domestic animals, or non-target wildlife.

 

1.5       PERMITS

 

            A.        Obtain and maintain in coordination with the Contractor appropriate permit(s) from city or state agencies for pest control activities associated with this Work. 

 

            B.         Obtain and maintain in coordination with the Contractor all right of entry permits required for the performance of this Work.  This includes all utilities and private properties to which entrance is required.

 

 

PART 2 - PRODUCTS

 

2.1       PRODUCTS

 

            A.        Furnish and use only pesticide formulations registered by the U.S. Environmental Protection Agency (EPA) and the Massachusetts Department of Food and Agriculture, where appropriate according to label directions and as acceptable to the Engineer.

 

            B.         Furnish and use devices and supplies (e.g., traps and bait stations) to facilitate the management and effectiveness of the pest control program, where appropriate and as acceptable to the Engineer.

 

 

PART 3 - EXECUTION

 

3.1       MEETINGS

 

            A.        Before proceeding with the Work, all pest control personnel shall attend a Work Shop held by the Contractor and Engineer to discuss planned pest control methods and coordination.

 

            B.         The supervisor shall meet with the Contractor and Engineer weekly to discuss pest control activities.

 

3.2       SURVEY

 

            A.        Prior to baiting, survey the proposed construction area and accessible or observable bordering areas and record signs of rodent activity and sanitation conditions.  Closely inspect all embankments, edge areas, and properties within and abutting the construction area.  Maintain survey records in the manner described in Paragraph 3.7 below.

 

            B.         Thoroughly inspect construction area and accessible or observable bordering areas and any nearby areas designated by the Owner or Engineer, for rodent activity and sanitation deficiencies weekly throughout the duration of this Contract and in accordance with the work schedule.  Maintain inspection records in the manner described in Paragraph 3.7 below.

 

            C.         Plan the control program and allocate resources based on survey and inspection data and as acceptable to the Owner.

 

3.3       APPLICATION FOR RODENT CONTROL

 

            A.        Apply rodenticide in strict accordance with EPA-approved label directions and the Rules and Regulations of the Massachusetts Department of Food and Agriculture.  Maintain records of all bait placements in the manner described in Paragraph 3.7 below.

 

            B.         Where appropriate, especially for surface placements of rodent baits, use properly secured and tamper-resistant bait stations consistent with EPA regulation.  Individually number and properly identify all bait stations.

 

            C.         Surface Applications

 

                        1.         Initial Surface Baiting

 

                                    Rid the construction area of all detectable rodents before construction begins, or as acceptable to the Owner.  Bait all observable rodent burrows.  Install and secure bait stations at regular and appropriate intervals and locations, and document rodent activity (burrows, droppings, bait consumed, dead rodents).  Replenish bait and shift bait stations as necessary to ensure complete control of rodent populations.  Bait edge and accessible bordering areas as necessary to ensure that rodents will not be dispersed by construction activities and that rodents will not infest work areas.

 

                        2.         Maintenance Surface Baiting

 

                                    Establish a maintenance baiting program prior to mobilization by the Contractor, including construction areas and accessible bordering areas, as acceptable to the Owner.  Check bait placements weekly.  Use survey and baiting data to determine the most effective distribution of baiting locations and bait quantities.  Shift and distribute bait and bait stations as appropriate to ensure continued control.

 

            D.        Subsurface Applications

 

                        1.         General

 

                                    For situations involving underground construction/demolition, utility relocation, or utility construction, and for other situations when determined necessary by the Owner or Engineer, initiate subsurface baiting and rid underground environments of all detectable rodents before construction begins.  Assign an identifying number to each manhole and catch basin where bait is placed so that locations of bait placements can be identified and rodent activity (droppings, bait consumed, dead rats) can be documented.  Conduct bait applications during off-peak traffic hours unless otherwise directed by the Engineer.  Access manholes according to the requirements of appropriate agencies and utility companies.  Coordinate the Work with appropriate municipal agencies and utility companies.

 

                        2.         Initial Subsurface Baiting

 

                                    Apply appropriate baits to control rodent populations in manholes and catch basins.  This will involve suspending and securing bait using noncorrosive wire (e.g., 24 gauge plastic coated).  Place bait in all accessible manholes and catch basins within the construction work area.  In addition, bait an appropriate set of manholes and catch basins in the blocks bordering the work area and as acceptable to the Owner.  Identify all baited manholes and catch basins with a standardized paint mark on the street and a numbered tag to be attached to the suspending wire.  Approximately seven days after completion of the first baiting, check all manhole and catch basin baits and record estimates on the amount of bait consumed.  Replenish or increase the amount of bait applied according to the amount consumed or as acceptable to the Owner and Engineer.  Repeat this process again approximately fourteen days later and until there is little or no bait consumed.  Check manholes and catch basins weekly when they repeatedly have 100 percent of the bait consumed.

 

                        3.         Maintenance Subsurface Baiting

 

                                    Prior to mobilization by the Contractor, establish a maintenance baiting program appropriate for the rodent infestation patterns identified during initial subsurface baiting.  This program shall ensure continued control and shall be performed in a manner acceptable to the Owner and Engineer.  Maintain bait in manholes and catch basins that have rodent activity and those that had activity during initial baitings.  Check each bait according to rodent activity levels.  This could range from weekly to approximately every three months, depending upon the recent history of bait consumption. Use utility maps and baiting data to determine the most effective distribution of baiting locations and bait quantities.  Shift and distribute baiting locations as necessary to ensure adequate interception points for controlling immigrating rodents.

 

            E.         Cleanup

 

                        1.         Remove visible rodent carcasses and dispose of them daily consistent with the pesticide label directions and applicable codes, laws, and regulations. 

 

                        2.         Upon completion of any pest control operations at the site, remove remaining bait and dispose of it according to the pesticide label and applicable codes, laws, and regulations.  Also remove all wires used for subsurface baiting and any bait stations or traps.

 

3.4       SANITATION

 

            A.        Prior to construction and throughout the duration of this Contract, identify and document harborage and food sources available to rodents on the construction site and in observable bordering areas.  This includes any littering or improper or insufficient use of trash receptacles in construction areas.  It also includes any bordering areas with sanitation conditions or structural deficiencies that violate City or State sanitation codes.

 

            B.         Maintain records of sanitation conditions in the manner described in Paragraph 3.7 below.

 

3.5       COMPLAINT CALLS

 

            A.        During construction, respond to pest-related complaints from the "adjacent" neighborhood (i.e. within 200 feet of the project limits) within 12 hours when directed by the Owner or Engineer.  Inspect the particular premises and adjacent areas for sanitation and structural deficiencies and also signs of historic and recent pest activity.  Provide sanitation and structural maintenance information to the property owner or manager.  Use pesticides or traps as necessary and appropriate to resolve the complaint when there is a relationship between the pest infestation and construction activities, or when directed by the Owner or Engineer.

 

            B.         Maintain records of all complaints investigated, including location, contact person, inspection results, and actions taken.  Document the relatedness of the pest infestation to construction activities.

 

3.6       GENERAL PEST CONTROL

 

            A.        When directed by the Owner or Engineer, the Contractor shall determine appropriate methods for any pest control task not specifically identified above and shall submit them in writing to the Owner and Engineer for approval in advance.  Such pest control tasks would relate to unanticipated pest control needs within construction areas or adjacent areas.  This could include control of insects or vertebrates other than rats and mice.

 

            B.         Maintain records of general pest control activities and results in the manner described in Paragraph 3.7 below.

 

3.7       RECORD KEEPING

 

            A.        Use standardized data sheets acceptable to the Owner and Engineer to maintain accurate records of date, placement, type, and amount of pesticides or other control tools (e.g., traps) applied.  Similarly, maintain records of surveys, inspections, changes in pest activity, sanitation conditions, and complaint calls.  Submit data in a format acceptable to the Owner and Engineer and as required under Paragraph 1.3 (C) above.

 

 

PART 4 – Compensation

 

Not Used

 

 

 

END OF SECTION 01105

 

Jn

 
   • 01108: Health and Safety Procedures Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

SECTION 01108

 

HEALTH AND SAFETY PROCEDURES

 

 

PART 1 - GENERAL

 

1.1       SUMMARY

 

A.                Prepare a Health and Safety Plan (HASP) that meets all applicable state and federal health and safety regulations, including, but not limited to, those listed below.  The Contractor shall be solely responsible for developing a HASP suitable for the Contractor's use and all work done by their subcontractors.  The Owner, Engineer and/or their representative is not responsible for establishing or enforcing the health and safety requirements of the Contractor, and that nothing herein shall relieve the Contractor from its exclusive responsibility for the health and safety of its employees, and/or its representatives, and/or subcontractors.

 

B.                The Contractor shall be responsible for being aware of all potential hazards at the site, and reviewing existing information which provides evidence of contamination within the limit of the work.

 

N.T.S. – If  Environmental Assessment Findings and Recommendations Reports are available for the project, include Paragraph 1.1.C below, modified to suit the needs of the project.  If no report is available, delete the Paragraph in its entirety.

C.                Copies of

N.T.S. – Include name of report to be made available.

are available for review at 

N.T.S. – Include location where the report is available.  If the location is an Engineer, include the address and a telephone number. 

An appointment to review these reports shall be arranged by contacting

N.T.S. – Include contact person and title and employer.

at least two (2) business days prior to the day proposed for the review.

 

D.                The Contractor shall also be required to defend, indemnify, and hold the City of Cambridge, MA, and the Engineer harmless against any and all claims, liabilities, fines, or penalties arising out of actual or alleged failure of the Contractor and/or its agents, employees, or subcontractors to comply with any health or safety regulation, rule, ordinance, legislation, and/or health and safety plan.

 

E.         All work required in the Specifications regarding development and implementation of a HASP shall be in accordance with State hazardous waste site regulations (310 CMR 40.0018) and OSHA requirements (29 CFR 1910 and 1926).  The HASP shall be submitted to the Engineer prior to site mobilization.  Work shall not proceed at the site until the Engineer and the City of Cambridge has received a copy of the Contractor’s Health and Safety Plan meeting all the requirements specified herein. 

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not have a need for a decontamination area.  For these type contracts, it is acceptable to delete Paragraph F below in it’s entirety.

F.         The Contractor shall be responsible for the construction, maintenance, and dismantling of the decontamination areas specified within the HASP.  This includes providing all labor, materials, and equipment to prepare, maintain in working order, and remove the decontamination area, including collection and disposal of decontamination water and solids, and subsequent dismantling and disposal of materials.

 

G.                 The Contractor is responsible for establishing, implementing and maintaining of ambient air and dust monitoring programs and all other environmental monitoring programs.  All such programs shall be operated by the Contractor whenever there are soils handling construction activities occurring at the site.

 

H.                 The Contractor shall be responsible for providing all materials, equipment, and labor associated with applying dust control suppressants, including equipment that shall be required during all soil handling activities, in the event that fugitive dust or excessive odors are encountered.

 

1.2       DUST CONTROL

 

A.        During excavation of soil and fill material, dust shall be controlled to limit potential spread of contaminants and potential exposure of contaminants to workers and the public.  The dust control measures implemented at the site shall be performed in accordance with this Section.

 

B.                During the progress of the work, the Contractor will conduct his operations and maintain the area of his activities, including sweeping and sprinkling of water if acceptable to the Engineer, so as to minimize the generation and dispersion of dust.

 

1.3       AIR MONITORING

 

A.        Air monitoring shall involve direct reading instruments capable of providing real-time indications of air contaminants to protect on-site personnel and the local population.  The Contractor's Site Health and Safety Officer and Superintendent shall be responsible for assuring that monitoring is conducted in an approved manner, that air monitoring/sampling are conducted at a frequency sufficient to ensure accurate assessments of site conditions, and that work practices, engineering controls, and/or personal protective equipment are proper for the conditions.

 

B.         At a minimum, detectors for organic contaminants shall be utilized to monitor on-site and off-site breathing zones and possible sources of potentially hazardous material (e.g., excavations, regrading, etc.).  All personnel shall be made aware of the potential hazards and be informed of air monitoring information.  Particular attention to air quality shall be made in the work area during earthwork activities to ensure that contaminants do not escape to the atmosphere and affect off-site population, on-site control, working conditions, and personnel protection measures.

 

C.                The Contractor shall keep accurate documentation of all air monitoring, which shall be made available to the Owner and Engineer for review at all times.

 

 

PART 2 - PRODUCTS

 

2.1       HEALTH AND SAFETY PLAN AND CERTIFICATIONS

 

A.                The Contractor shall, prior to the start of work on the site, submit six (6) copies of its site-specific Health and Safety Plan to the Engineer.  Submit with the site-specific Health and Safety Plan, a certification that states the following:

 

1.                 The Contractor hereby certifies that the Contractor and any workers engaged in work on the project meet the requirements of 29 CFR 1910.120 and the provisions of the American National Standards Institute, Standard Z88.2, for training, medical surveillance, and respirator protection unless the operation does not involve employee exposure or the reasonable possibility for employee exposure to safety or health hazards.  These requirements include, but are not limited to, the following items:

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not have a need for respirators.  For these type contracts, it is acceptable to delete the respirator reference below.

 

a.                  The Contractor's employees have been examined by a licensed physician within the last 12 months, and have been determined to be physically able to perform the work and use the respirator and other protective or safety equipment required for this assignment.

 

b.                 The employees have received health and safety training for working in environments with known and unknown hazards within the past twelve months.

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not have a need for respirators.  For these type contracts, it is acceptable to delete Paragraph c, below, in its entirety.

c.                  The Contractor has established and is maintaining a respiratory protection program that complies with the provision of 29 CFR 1910.134.

 

d.                 The Contractor maintains appropriate surveillance of the work area conditions and degree of employee exposure or stress.

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not have a need for respirators.  For these type contracts, it is acceptable to delete the three Paragraphs of sub-section 2.1.A.2, below, in their entirety.

2.                 The Contractor shall further certify that only respirators approved or accepted by NIOSH/MSHA shall be provided and used by the Contractor's employees; that each of the Contractor's employees has been properly fitted to the respirators provided by the Contractor, including a test of the face-to-face piece seal; that the Contractor has provided its employees with written procedures covering the use of respirators in dangerous atmospheres; and that the Contractor has established a program for inspection, maintenance, and care of the respirators.

 

                                    The certification shall be signed and dated by the Contractor.

 

                        3.         Work shall not proceed at the project site until the Engineer has received all certification(s) and the Contractor's Health and Safety Plan.  Any delays incurred by the Contractor relating to the Health and Safety Plan shall be the responsibility of the Contractor, and constitute no additional costs or claims to the City of Cambridge.

 

 

PART 3 - EXECUTION

 

3.1       HEALTH AND SAFETY PLAN CONTENTS, MAINTENANCE, AND IMPLEMENTATION

 

A.                The Contractor's Plan shall address the specific work activities to be conducted by the Contractor.  The HASP shall include, but not be limited to, the following:

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not consider levels of contamination.  For these type contracts, it is acceptable to delete “the levels of contamination” statement below.

1.                 All anticipated hazards based on site conditions, construction activities and the levels of contamination and information presented in previous studies. 

 

2.                 Provisions for continually updating the Plan in accordance with any new applicable state and federal regulations or any additional information regarding conditions at the site.

 

3.                 The following information, shall be included in the HASP in accordance with the minimum standards set forth in 29 CFR 1910.120, 29 CFR 1910.1000, and 29 CFR 1926, and 310 CMR 40.0018:

 

N.T.S. – Surface Enhancement and Chapter 90 related contracts may not consider levels of contamination or oil and hazardous materials factors.  For these type contracts, it is acceptable to delete “field monitoring of site contaminants”, “Respiratory Protection Training and Requirements”, and “Zone Delineation of the Project Site” below.

a.                  Contractor's Standard Operating Procedures, including Personnel Training and Field Orientation; Personal Hygiene Requirements and Guidelines; Field Monitoring of Site Contaminants; Respiratory Protection Training and Requirements; Levels of Protection and Selection of Equipment Procedures; Zone Delineation of the Project Site; Site Security and Entry Control Procedures; Contingency and Emergency Procedures; and Listing of Emergency Contacts.

 

b.                 Identification of Contractor's Site Safety Officer.

 

c.                  Identification of Contractor's Designated Field Personnel.

 

d.                 Identification of Hazard and Risks Associated with the Contractor's work.

 

e.                  Type of Medical Surveillance Program.

 

f.                  List of all hazardous materials that the Contractor shall have on site; the location of the latest Material Safety Data Sheets (MSDS) for each material listed; and the plan for notifying all on-site personnel, including, but not limited to, the Engineer and/or their representatives, of the presence of hazardous materials on site.  If there are no hazardous materials to be brought on site, the Contractor shall provide a written statement to the Engineer and/or their representative, prior to initiating work activities, certifying that the Contractor shall not transport, store, or use hazardous materials on site.

 

B.                The Contractor shall keep a copy of the HASP on site during all operations and shall conduct daily health and safety meetings.  Failure to keep a copy of the HASP on site, or any other breach of the Contractor's Plan, shall be cause for stopping work at the cost of the Contractor.  Delays caused by the Contractor's failure to comply with the health and safety regulations, or any health and safety plan, shall not entitle the Contractor to recover any additional costs or time lost.  The Contractor shall not be allowed to resume activities until corrective measures are implemented.

 

C.                Medical surveillance records, OSHA 40-hour training forms, accident forms, and all other documentation requirements of the Contractor's safety and health program for personnel working on the site shall be up-to-date and kept on file at the site.  The Contractor shall provide documentation of employee status upon request of the Engineer.

 

D.                The Contractor shall make available Level C personal protective equipment and clothing, not including respirators, to the Engineer and/or their representative for use during site inspections by the Engineer and/or their representative, up to a maximum of three (3) complete sets per day.  These shall be supplied and maintained at no cost to the Owner and shall be returned to the Contractor upon completion of the work (except for expendable disposal protective clothing).  The Contractor shall provide a repository for collection of disposed health and safety materials.  Collection and disposal of contaminated expendable supplies shall be the Contractor's responsibility.

 

E.                 The level of dermal and respiratory protection shall be determined based upon continuous air monitoring to be performed by the Contractor.  The Engineer may conduct duplicate air monitoring for quality control purposes.  As air monitoring indicates the levels of contaminants in the air, the personal protective equipment shall be determined based upon established standards and the standards set forth in the Contractor's Health and Safety Plan.  Regardless, modified Level D protection for all on-site personnel is the minimum project requirement.

 

F.                 The Contractor shall be aware of site-specific requirements, such as site security during non-working hours, limited work space, and minimizing the effects of soil excavation, in preparing its health and safety program.

 

3.2       ROUTINE SAFETY MEETINGS

 

A.                The Contractor shall keep a copy of the HASP on site during all operations, and shall conduct routine health and safety meetings to ensure that all work is being performed in accordance with OSHA regulations, the Contractor’s HASP, and prior to initiating a new task, following an incident or following any changes to the HASP necessitated by site conditions.  Failure to conduct routine safety meetings may be cause for stopping work at the cost of the Contractor.

 

 

END OF SECTION 01108

 

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   • 01200: General Requirements for Utility Work Word document of this text HERE ( right click / save target as )
 

N.T.S. – All Specifications prepared for Cambridge Department of Public Works projects, regardless of type, size, and scope shall include this Section

SECTION 01200

 

GENERAL REQUIREMENTS FOR UTILITY WORK

 

 

PART 1 - GENERAL

 

1.1       DESCRIPTION

 

A.        This Section specifies general requirements for construction, protection, support, maintenance, and restoration for underground and overhead utilities affected by construction of the Project.  The Work includes new construction, reconstruction, relocation, and abandonment.

 

B.         The utility works and services that may be affected include, but are not limited to:

 

            1.         Storm drain, sanitary sewer, and combined sewer

            2.         Water distribution

            3.         Gas distribution

            4.         Electric power and street lighting

            5.         Telephone

            6.         Traffic signals

            7.         Fiber optic communications

            8.         Cable Television

9.                 Signal communication

10.             city fire signal lines

 

C.                 This Section shall be used in conjunction with the specific underground utility work sections that apply to the Contract.

 

1.2       WORK BY UTILITY COMPANIES

 

N.T.S. – If there is no work which is shown on the Plans, to be done by a utility company, delete 1.2.A in its entirety.

A.        Certain parts of the utility work shall be performed, where shown or specified, by the utility company.

 

B.         For all utilities, with the exception of storm drains; sanitary sewers; combined sewers; and water disconnecting and connecting of service shall be performed by the respective utility companies.  Disconnecting and connecting of storm drains; sanitary sewers; and combined sewers services shall be the Contractor’s responsibility as required in the Specifications or after having notified the Cambridge Department of Public Works.  Disconnecting and connecting of water services shall be the Contractor’s responsibility as required in the Specifications or after having notified the Cambridge Water Department.  

 

C.         Contact the utility companies in advance of construction to allow sufficient time for the utility companies to accomplish the work they are required to perform.  Provide the utility company at least thirty (30) days advance notice of scheduled date for commencement of work by the utility company.

 

N.T.S. – If there is no work by the Utility Companies planned as part of the Contract, delete, “as part of the Work of this Contract,”

D.        Work performed by utility companies as part of the Work of this Contract, in order to facilitate the Work of this Contract, and other work performed by utility company solely for the Contractor's convenience, shall be at no additional cost to the Owner.

 

1.3       DEFINITIONS

 

A.        Abandoned means that use has been discontinued by the utility company.

 

B.         To be abandoned means that use will be discontinued as part of the Work of this Contract.

 

C.         Maintenance means providing continuous and satisfactory service during construction.

 

D.        Maintain complete-in-place means to protect, support, and otherwise maintain the existing condition and function of a facility during construction.

 

E.         Restoration means replacement of a facility or portions of a facility that have been removed or made inoperative by the Contractor in the performance of the Work.

 

F.         Utility Company means the company, agency, owner, or operator of the facility concerned.

 

G.        Temporary Facility means a facility provided, in lieu of an existing or new facility, to ensure continuity of service.  When a temporary facility is not shown on the Contract Drawings, but is provided for the convenience of the Contractor, it shall be constructed at no additional cost to the Owner.

 

1.4       SUBMITTALS

 

           

N.T.S. – Ensure Section 01300 has been included in the Contract Documents.

A.        Shop Drawings:  Submit the following in accordance with Section 01300 - SUBMITTALS

 

N.T.S. – When utility relocations, support or work by utility companies is included in the Contract or know during design, include Paragraph A.1 below as is.  If there are no planned utility relocations, support or work or there are no suspected utility relocations, support or work, add the following at the beginning of Paragraph A.1 below, “Once a relocation, support, or work by a utility company is known during the course of the Construction, submit….”

            1.         Submit working drawings and, if applicable, shop drawings showing the details, procedures, and scheduling for performance of each utility work.  Show actual verified field locations of existing utility facilities that are affected by the Work of this Contract; interferences which these facilities present to the new work; location of settlement markers; method proposed to proceed with the construction; and, if applicable, method of testing and procedure for restoration.

 

N.T.S. – When utility support is included in the Contract or know during design, include Paragraph A.2 below as is.  If there is no planned utility support, add the following at the beginning of Paragraph A.2 below, “Once a utility support is known to be required during the course of the Construction, submit….”

            2.         Submit to the Engineer specifications and drawings describing the method to be used to temporarily support existing subsurface, surface and overhead utilities during construction.  Include working drawings that indicate proposed materials and details.

 

            3.         Submit to the Engineer for review a detailed excavation procedure for subsurface utilities.  At a minimum, the procedure shall include:

 

a.         Equipment to be used for anticipated subsurface utility investigation and excavation.

 

b.         Personnel to be used and designated utility coordinator.

 

c.         Duration and schedule of investigation and excavation.

 

d.         Techniques proposed to isolate and protect existing utilities.

 

e.         Method for the Contractor to provide utility information derived from subsurface investigation to field personnel doing excavation.

 

f.          A disciplinary plan that delineates all steps to be taken as a result of a utility disruption, including possible removal of Contractor's individuals from the site.

 

4.         Submit an emergency action plan outlining procedures to be followed by the Contractor in case of unplanned utility interruptions or unplanned damage to utilities in service.  Obtain concurrence from each affected utility company.

 

a.         List Contractor's personnel assigned responsible charge for emergency action on site for each shift, and those on call.

 

b.         List phone notification numbers for each utility company, fire, and police departments, and other relevant agencies.

 

c.         Include copies of utility plans showing the valve or switch locations to isolate each line.

 

C.                 Transmit to the Engineer the as-built utility location survey data as specified in Article 3.11 of this Section.

 

1.5       APPROVAL BY UTILITY COMPANIES

 

A.        All personnel performing work on utility facilities shall be fully qualified and able to meet the standards of the affected utility company.  If the Contractor does not have the required utility experience, Contractor shall retain a specialist firm acceptable to the affected utility company to perform the Work.

 

B.         Prior acceptance of temporary support methods for each affected utility facility shall be obtained by the Contractor from each utility company concerned.

 

C.         Prior permission for disrupting a utility shall be obtained by the Contractor from each utility company concerned.

 

D.        Prior approval for disrupting fire signal lines, high pressure fire water mains and hydrants, and fire service lines shall be obtained from the Cambridge Fire Department.

 

1.6       NOTIFICATION

 

A.        In addition to the initial 30 day utility company notification, the Contractor shall notify the appropriate utility companies and the Engineer at least seven (7) days prior to starting any work involving or adjacent to surface, subsurface, or overhead utility facilities. 

 

N.T.S. – If there are no gas mains in the area of work, delete Paragraphs B.1 and B.2 below.

B.         NStar Gas Requirements:

 

1.         If cut-off or connection is expected, notify the NSTAR Gas Company Engineering Department four (4) weeks prior to cut-off or connection to gas main.

 

2.         Immediately notify the Gas Company Engineering Department if surface or subsurface settlement or movement in excess of the design amount is observed, regardless of the proximity to an existing gas facility.

 

1.7       STANDARD SPECIFICATIONS OF UTILITY OWNERS

 

A.        Specifications and construction methods from each utility owner apply to individual utility specification sections. 

 

B.         It is the Contractor's responsibility to ensure that, unless otherwise specified, the standards for materials and construction methods required by the utility owner are met.

 

 

PART 2 - MATERIALS

 

2.1       GENERAL

 

A.        Materials for temporary and permanent work shall be of the type, grade, and class specified by reference to utility company standards.

 

N.T.S. – If the Contract does not indicate or intend to reuse utility company materials, delete Paragraph B below in its entirety.

B.         Materials salvaged during construction that are indicated to be reused are subject to inspection and acceptance by the respective utility companies and the Engineer.  Salvaged material not reused or claimed by the utility company shall become the property of the Contractor and must be disposed by the Contractor at no additional

 

 

PART 3 - EXECUTION

 

3.1       GENERAL CONSTRUCTION REQUIREMENTS

 

A.        Unless otherwise noted, conform to the construction standards, specifications, and standard practices of the affected utility companies.  Coordinate with each utility company the work to be done by the Contractor and the work to be done by utility company.  Ensure continuity of all existing utility services to all users, except when the utility company determines that temporary interruption is acceptable.

 

B.         Unless otherwise indicated, maintain all utility facilities complete in place.  Provide temporary support of utilities during construction only by methods acceptable to the utility company concerned.

 

C.         Provide and maintain all temporary facilities required to provide interim utility service when a utility facility is to be relocated and when a utility facility to be replaced is abandoned prior to replacement.

 

D.        Where an existing utility facility is encountered that is not indicated or that is determined to be a different utility facility than that indicated, promptly notify the Engineer.  The Contractor is responsible for determining the owner of the facility and the disposition of the facility.

 

E.                  All water, sanitary, and storm services must be maintained throughout the project through the use of temporary pumps and piping.  Unless otherwise noted, no service interruptions will be permitted.

 

F.                  The Contractor shall dewater existing utility manholes and structures prior to beginning construction.  Any dewatered material shall be properly treated and disposed.

 

3.2       UNSAFE AND UNSUITABLE UTILITY STRUCTURES

 

A.        If, upon exposure, the condition of a facility to be maintained complete-in-place is found to be unsafe, by the utility company, for support or for maintenance of service, the Contractor shall replace or reconstruct or coordinate the replacement or reconstruction of the facility with the utility Owner and shall promptly notify the Engineer of additional costs anticipated prior to beginning the work.

 

3.3       ABANDONED FACILITIES

 

N.T.S. – Include Paragraph 3.3.A and B below if demolition of existing utilities is anticipated.  If there is no demolition anticipated, delete 1st sentence of 3.3.A and 3.3.B in its entirety.

A.        Demolish and remove abandoned utility facilities located within areas of the Work of this Contract.  Abandoned facilities that do not interfere with the Work of this Contract may remain.

 

B.         Do not undertake demolition or removal until written permission for such Work has been obtained from the utility company.

 

N.T.S. – Modify Paragraph 3.3.C below to suit needs of Contract, i.e. –delete removal of manholes, etc reference if no work of this nature is anticipated.  If utilities are not anticipated to be left in place, delete the Paragraph below in its entirety.  Ensure that Plans call out anticipated locations of abandoned utilities.

C.         When abandoned facilities are to be left in place, plug or cap the ends of conduits and pipes, and fill with control density fill (CDF) unless otherwise indicated.  Remove abandoned utility manholes, junction boxes, and similar structures to a minimum depth of 4 feet below finish grade, and puncture or break the bottom slabs of manholes and similar structure to allow drainage. Backfill and compact excavations resulting from removal of utility facilities as required to restore original grade.

 

3.4       SETTLEMENT OR MOVEMENT

 

A.        In case of settl