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2009 Standard Specifications
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Details To Download: right click / save target as
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- Sidewalk
- Brick Sidewalk, Plan
- Brick Sidewalk, Section (Asphalt Base)
- Brick Sidewalk, Section (Concrete Base)
- Concrete Sidewalk, Section
- Curb Section, Bituminous Concrete
- Curb Section, Sloped Granite
- Curb Section, Vertical Granite
- Driveway Apron, Bituminous
- Driveway Apron, Brick
- Driveway Apron, Concrete
- Sidewalk Expansion Joint
- Parking Meter Post Installation
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- Common Manhole Separation
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Document Preparation Instructions:
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• 01010: Summary of Work |
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• 01025: Measurement and Payment |
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• 01040: Project Coordination |
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• 01045: Cutting and Patching |
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• 01060: Permits and Regulatory Requirements |
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• 01070: Abbreviations |
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• 01090: Reference Standards |
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• 01105: Rodent Control |
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• 01108: Health and Safety Procedures |
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• 01200: General Requirements for Utility Work |
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• 01300: Submittals |
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• 01301: Schedule of Values |
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• 01311: Scheduling and Reporting |
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• 01380: Construction Photographs |
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• 01390: Preconstruction Survey |
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• 01400: Quality Control |
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• 01500: Temporary Facilities Controls |
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• 01505: Mobilization |
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• 01560: Temporary Environmental Controls |
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• 01570: Maintenance and Protection of Traffic |
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• 01600: Products, Materials, and Equipment |
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• 01630: Restoration of Grounds and Cleaning Up |
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• 01700: System Checkout and Startup |
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• 01701: Project Closeout |
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• 01740: Warranties and Bonds |
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• 02010: Subsurface Investigation |
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• 02015: Geotechnical Instrumentation and Monitoring |
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• 02051: Demolition, Modification, Abandonment |
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• 02080: Soil and Waste Management |
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• 02095: Transportation and Disposal of Soil and Fill |
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• 02100: Tree Pruning and Protection |
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• Sedimentation and Erosion Control Standards |
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• 01010: Summary of Work. Word document of this text HERE ( right click / save target as ) |
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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
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• 01025: Measurement and Payment Word document of this text HERE ( right click / save target as ) |
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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
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• 01040: Project Coordination Word document of this text HERE ( right click / save target as ) |
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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
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• 01045: Cutting and PatchingWord document of this text HERE ( right click / save target as ) |
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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
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• 01060: Permits and Regulatory Requirements Word document of this text HERE ( right click / save target as ) |
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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.
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• 01070: Abbreviations Word document of this text HERE ( right click / save target as ) |
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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
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• 01090: Reference Standards Word document of this text HERE ( right click / save target as ) |
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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
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• 01105: Rodent Control Word document of this text HERE ( right click / save target as ) |
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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
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• 01108: Health and Safety Procedures Word document of this text HERE ( right click / save target as ) |
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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 ) |
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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 | | | | | |