HomeMy WebLinkAbout441491 ALPINE DEMOLITION & RECYCLING LLC - CONTRACT - AGREEMENT MISC - ALPINE DEMOLITION & RECYCLING LLCSERVICES AGREEMENT
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and Alpine Demolition Recycling LLC, hereinafter referred to as
"Service Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed
by and between the parties hereto as follows:
1. Scope of Services. The Service Provider agrees to provide services in
accordance with the scope of services, attached hereto as Exhibit "A", consisting of fifty-four
(54) pages, and subject to the Building Design Standards described at
http://www.fcgov.com/opserv/design-standards.php, both of which are incorporated herein by
this reference.
2. Time of Commencement and Completion of Services. The services to be
performed pursuant to this Agreement shall be initiated within five (5) days following execution
of this Agreement. Services for the deconstruction of 220 N Howes Street shall be completed
no later than January 31, 2013, and services for the deconstruction of 225 Maple Street shall be
completed no later than June 21, 2013. Time is of the essence. Any extensions of the time limit
set forth above must be agreed upon in a writing signed by the parties.
3. Delay. If either party is prevented in whole or in part from performing its
obligations by unforeseeable causes beyond its reasonable control and without its fault or
negligence, then the party so prevented shall be excused from whatever performance is
prevented by such cause. To the extent that the performance is actually prevented, the Service
Provider must provide written notice to the City of such condition within fifteen (15) days from
the onset of such condition.
4. Early Termination by City/Notice. Notwithstanding the time periods contained
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 1 of 62
D E M O L I T I O N
-c/c1in4 LLC
Excluded in Price:
• Traffic control
• Excavation of site areas more than 5-0" from building line
• Export of excavation spoils
• Import of fill material ( City of Fort Collins will provide backfill material to be graded by
Alpine Demolition)
• Re -vegetation of disturbed land areas
• Relocation of trees or shrubs
• Disconnection of gas and electric utilities (Alpine can assist with coordinating utility
companies for disconnection of those services)
• Removal and disposal of contaminated soils
• Abatement, removal and disposal of lead based paint materials ( Alpine can provide
these services under a separate contract if required)
• Offsite demolition
• Removal, testing transportation and disposal of asbestos containing materials, or other
contaminated materials.( Alpine can provide these services under a separate contract if
required)
• Disconnection of fire alarm system
• Disconnection of fire sprinkler system
• Storm water management plan/ BMP's (to be provided by others if required )
• Vehicle tracking pads/silt fence ( to be provided by others if required)
• Work in public right of way
• Removal of concrete curb and gutter, concrete sidewalks and drain pans in the public
ROW
• Removal of utilities in the public ROW
• ROW occupancy permits for sidewalk and street closures
• Shoring and underpinning of adjacent buildings, streets, alleys, parking lots or
sidewalks
THE PRICE FOR THE ABOVE REFERENCED DEMOLITION WORK IS: $ 24,617.00
5790 West 56th Ave. Unit C. Arvada, Colorado 80002 O: 303-421-3366 F: 303-940-0868
www.alpinedemolition.com
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 10 of 62
i'Uu�J'I
D E M O L I T I O N
�Re c Yc I ng L L C
Alpine Demolition Inc. would be interested in providing a bid proposal on any abatement work
that may be required. Please let us know if we can assist you with these services. An asbestos
survey will be required prior to issuance of a demolition permit.
We thank you for the opportunity to provide you pricing, if we can assist you in any other way
or if you need additional information please contact me directly. Thank you again and we look
forward to working with you.
Thank you,
ka�.roTsD�C,�
Raymond DeCroce, Architect
Alpine Demolition Inc.
5790 West 56th Ave. Unit C. Arvada, Colorado 80002 O: 303-421-3366 F: 303-940-0868
www.alpinedemolition.com
Services Agreement
Deconstruction of 220 N Howes 8 225 Maple Street Page 11 of 62
TABLE OF CONTENTS
DIVISION I GENERAL REQUIREMENTS
Section 0 10 10
Summary of Work
01040
Coordination
01041
Superintendent
01046
Access to Site
01060
Regulatory Requirements
01200
Project Meetings
01310
Work Schedules
01370
Schedule of Values
01510
Temporary Utilities
01520
Deconstruction Equipment and Aids
01530
Barriers and Enclosures
01540
Erosion and Sedimentation Control
01560
Temporary Controls
01590
Field Offices and Sheds
01700
Contract Close-out
01710
Cleaning
01714
Deconstruction Waste Management
01715
Waste Removal and Recycling
DIVISION 2 SITEWORK
02080 Hazardous Materials Removal
02200 Earthwork
Services Agreement
Deconstruction of 220 N Howes & 226 Maple Street Page 12 of 62
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.01 PROJECT SITE
A. Location: Garages located at 225 Maple Street and the Parks Downtown Maintenance Shop
(formerly Ricker Brothers Building) at 220 N. Howes Street in Fort Collins, Colorado.
1.02 DESCRIPTION OF THE WORK
A. General: The work consists of the deconstruction of one large CMU block building and
series of concrete and brick attached garages along with various other miscellaneous small
site items on City of Fort Collins, Block 32.
B. Perform existing material removal, salvage, recycling activities, clean up, site backfill,
grading, and fine grading in preparation for seeding or placement of sod and minor
landscaping (seeding/sod & landscaping by others).
C. Unless otherwise noted, Contractor shall provide, at his expense, all materials, labor,
equipment, tools, transportation and utilities, including cost of connection of such temporary
utilities, necessary for successful completionof the project.
D. The Contractor will complete the scope of work outlined above and comply with all the
requirements of the subsequent specifications.
E. It is the intent of the Owner not to disturb the normal functions of the other buildings on the
block, its residents and their visitors, employees, vendors, suppliers, contractors or related
outside businesses during the work of this project.
The Contractor shall be responsible for seeing that all subcontractors, suppliers and
workmen associated with the project conduct themselves in a professional and businesslike
manner while on the site.
1. Alcoholic beverages will not be permitted on the site, anywhere within the Owner's
facilities or on the Owner's property. Smoking will be permitted in designated areas.
2. All workers shall refrain from the use of profane or abusive language and other
forms of harassment on the site or in close proximity there to.
3. Other specific conditions of this Section shall be as arranged at the Pre -Construction
Conference.
4. Refer to Section 01046 for specific rights of the Owner's principal representative.
G. Contractor shall take all necessary care to protect all buildings on adjoining properties and
structures and/or any other features to remain on the site.
H. Provide erect and maintain barricades, lighting and guardrails as required by applicable
regulatory requirements to protect construction workers and occupants of adjoining
properties
Provide a safe -zone perimeter, including signs, fencing, and periodic patrol to protect both
vehicular and pedestrian traffic circa the project area.
$esyiGes Agreement 01010 -
0236eE:tinstruction of 220 N Howes & 225 Maple Street Page 13 of 62
1.03 CONTRACTOR QUALIFICATIONS
A. Contractor Qualifications: General Contractor shall have completed at least four (4) projects
of similar size, scope and complexity in the past five (5) years under similar
deconstruction/demolition guidelines to the ones provided herein.
1. Contractor shall hold the appropriate State and/or local licenses to perform the work
in the local jurisdiction.
2. Contractor shall submit a list of references, including name, telephone number, and
address for persons who can verify successful completion of
deconstruction/demolition projects of similar size, scope and complexity. Positive
verification results from references shall be a condition precedent to award of this
contract.
3. Superintendent Qualifications: Refer to Section 01041.
1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT
A. The work of this Project shall be bid and construction contracts awarded on the following
basis, unless otherwise modified in the General or Supplementary Conditions of the
Contract:
Lump sum basis, including approved Alternates.
1.05 SALVAGE, RECYCE, REUSE RIGHTS
A. The Owner retains the right to salvage all items identified as historical artifacts at the
site, either interior or exterior of the building, identified by either list or
photographs included in these documents. In addition, Owner will retain the right
to any undocumented or undiscovered artifact and/or material that may be
encountered and recovered during the course of the Work.
B. The Contractor is granted the right to salvage any/all materials from the project except
those items so designated as historical artifacts, and that are scheduled to be removed
before demolition operations begin.
1. The Contractor is responsible for identifying any items and/or materials
either recycled or retained in the Deconstruction Waste Management Plan (see
Section 01714 1.03 Submittals). Known quantities of materials having possible
recycle or reuse value are as follows:
a. Copper content in electrical wiring
b. Copper content in water pipe service and drain lines
C. Interior trim lumber, casework and shelving
d. Interior framing lumber, decking, plywood
e. Steel pipe, hardware, connectors, posts, beams, and conduit
f. Small appliances, heating units, ductwork
g. Masonry, and masonry byproducts (unclaimed by the Owner)
h. Miscellaneous small unspecified items such as, but not limited to;
electric panels, boxes or meters; plumbing fixtures, faucets,
brass fittings, hardware, exhaust fans, mechanical equipment,
garage door openers, etc.
C. It is the intent of the Owner that the Contractor will reduce his bid price at time of bid to
compensate the Owner for salvage rights so received by the Contractor.
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023Del:Hnstruction of 220 N Howes & 225 Maple Street
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1.06 ENVIRONMENTAL
A. Owner shall provide asbestos abatement by separate contract.
Lead paint removal shall be handled by the Contractor, following all applicable OSHA
And CDOT requirements for handling, collection and disposal. Refer to Standard
Specifications for Road and Bridge Construction, 1999, Section 250 Environmental, Health
and Safety Management.
END OF SECTION
g,Ues Agreement 01010 -
023 a nstruction of 220 N Howes & 225 Maple Street
Page 15 of 62
3
SECTION 01040
COORDINATION
PART 1 GENERAL
1.01 COORDINATION REQUIREMENTS
A. Contractor shall be responsible for the overall coordination of all work to be performed as
part of this project.
B. Coordinate all work included in the Construction Documents, including but not limited to the
following construction trades:
1. Deconstruction/Demolition.
2. Earthwork, excavation and grading.
3. Onsite utilities, including utilities designed by other jurisdictions.
4. Loading, hauling.
5. Recycling.
6. Waste Management Plan management
C. Coordinate scheduling, submittals and work of the various Sections of Specifications to
assure efficient and orderly sequence of deconstruction/demolition, recycling, and site
refurbishment.
D. Coordinate utility locates and utility designs with the City of Fort Collins and other
jurisdictions having authority over the project. Refer to Section 01060.
E. Related requirements specified elsewhere:
1. General and Supplementary Conditions: Contractor's Responsibilities.
2. Section 01010, Summary of Work.
3. Section 01060, Regulatory Requirements.
1.02 COORDINATION OF SCHEDULES
A. Coordinate schedule of deconstruction/demolition activities with Owner.
B. Coordinate schedule of construction activity with other Contractors as necessary to facilitate
the related work.
1.03 COORDINATION MEETINGS
A. In addition to progress meetings specified in Section 01200, Contractor shall hold
coordination meetings and pre -demolition meetings with subcontractor to assure
coordination of work.
1.04 COORDINATION OF CONTRACT CLOSE-OUT
A. Coordinate completion and cleanup of work of separate Sections in preparation for
Substantial Completion.
B. Assemble and coordinate close-out submittals specified in Section 01700.
s Agreement 01040 - 1
023�t,{fLY1renstruction of 220 N Howes & 225 Maple Street
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C. After Owner's occupancy of premises, coordinate access to the site by various Sections for
correction of defective work and work not in accordance with Contract Documents to
minimize the disruption of Owner's activities.
END OF SECTION
(yes Agreement
01040 - 2
023 e�Hnstruction of 220 N Howes & 225 Maple Street
Page 17 of 62
SECTION 01041
SUPERINTENDENT
PART GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall employ a competent superintendent and any necessary assistants, who
shall be in attendance at the project site during performance of the work.
B. Superintendent shall be on thejobsite to the minimum level specified herein, but in all cases
whenever the Contractor or a subcontractor is working on the project.
C. Related work specified elsewhere:
1. General and Supplementary Conditions of the Contract.
2. Section 01010, Summary of Work.
3. Section 01040, Coordination.
4. Section 01046, Access to Site.
1.02 QUALIFICATIONS
A. Contractor shall employ a competent superintendent to supervise and coordinate all
construction and jobsite administration tasks for the duration of the project.
1. Superintendent shall be a regular employee of the Contractor's firm, unless the use
of a contract employee is approved and authorized by the Owner in writing.
2. Superintendent shall have a general knowledge of the building type and type of
construction proposed for this project, and shall have successfully completed at
least two (2) projects of similar size and complexity in the past five (5) years, serving
in a similar capacity.
3. Contractor shall submit a written resume, references for similar completed projects
and other supporting documents to verify the qualifications of the person(s) to be
employed as superintendent for this project, if requested by the Owner.
1.03 REQUIRED LEVEL OF SUPERVISION
A. Superintendent shall be present at the jobsite until Substantial Completion on a full-time
basis.
1. Superintendent shall be present at the jobsite whenever a Subcontractor is working
on the project.
2. Superintendent shall be present during any municipal or utility inspection.
3. Superintendent shall be present at any scheduled or Owner- or Architect -requested
meeting.
gejy�esAgreement 01041 - 1
023 e nslruction of 220 N Howes & 225 Maple Street
Page 18 of 62
B. Superintendent shall be present at the jobsite after Substantial Completion and through
project closeout as follows:
1. Superintendent need not be onsite full time during this period, except as noted
below.
2. Superintendent shall be present at the jobsite when punchlist work is being
completed.
END OF SECTION
�e(y�es Agreement 01041 - 2
023Det;Unstruction of 220 N Howes & 225 Maple Street Page 19 of 62
herein, the City may terminate this Agreement at any time without cause by providing written
notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15)
days prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties. All notices provided under this Agreement shall be effective when mailed, postage
prepaid and sent to the following addresses:
City: Copy to: Service Provider:
City of Fort Collins City of Fort Collins Alpine Demolition Recycling LLC
Attn: Purchasing Attn: Steve Seefeld Attn: Raymond DeCroce
PO Box 580 PO Box 580 5790 W 561" Ave., Unit C
Fort Collins, CO 80522 Fort Collins, CO 80522 Arvada, CO 80002
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the date of termination, subject only to the satisfactory performance of the Service
Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole
right and remedy for such termination.
5. Contract Sum. The City shall pay the Service provider for the performance of this
Contract, a fixed fee of Twenty -Four Thousand Six Hundred Seventeen Dollars ($24,617.00)
subject to additions and deletions provided herein, per page three of the attached Exhibit "A",
consisting of fifty-four (54) pages, and incorporated herein by this reference.
6. City Representative. The City will designate, prior to commencement of the
work, its representative who shall make, within the scope of his or her authority, all necessary
and proper decisions with reference to the services provided under this agreement. All requests
concerning this agreement shall be directed to the City Representative.
7. Independent Service provider. The services to be performed by Service Provider
are those of an independent service provider and not of an employee of the City of Fort Collins.
The City shall not be responsible for withholding any portion of Service Provider's compensation
hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for
any other purpose.
8. Personal Services. It is understood that the City enters into the Agreement
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 2 of 62
SECTION 01046
ACCESS TO SITE
PART 1 GENERAL
1.01 OWNER'S USE OF PREMISES
A. It is the intent of the Owner not to disturb the normal functions of the adjacent properties,
visitors, employees, vendors, suppliers, contractors or related outside businesses during
the work of this project.
B. The City of Fort Collins (the Owner) shall not occupy or use any portion of the building or
site until Substantial Completion of the project.
C. Refer to paragraph 1.04 below for special site restrictions.
D. The Owner's principal representative on this project shall be Steve Seefeld. Mr.
Seefeld shall be the only representative of the Owner with access to the site with or without
the Contractor's knowledge, permission or guidance.
Related conditions specified elsewhere:
1. Section 01010, Summary of Work.
2. Section 01040, Coordination.
3. Section 01060, Regulatory Requirements.
4. Section 01510, Temporary Utilities.
5. Section 01590, Field Offices and Sheds.
1.02 CONTRACTOR'S USE OF PREMISES
A. Contractor shall have access to the site as required for the successful completion of the
project, as arranged at the Pre -Construction Conference.
Site area affected by deconstruction access, demolition activities, employee parking and
material storage areas is to be minimized.
1. Final limits of site access shall be as determined at the Preliminary
deconstruction/demolition conference.
2. Owner's access to non -effected areas of Block 32 shall be maintained at all times.
Employee parking areas will be maintained throughout the duration of the project, as
determined at the Pre -Construction Conference.
3. Contractor's employees and subcontractors shall not park in designated City
employee or designated business parking spaces but may park on public streets
adjacent to the site or use the nearby parking garage at their own expense.
4. Contractor shall provide periodic cleaning of the site during the period of
deconstruction/demolition activity as determined by the Owner's Representative.
C. Contractor shall assume full responsibility for the protection and safekeeping of products
under this Contract stored on the site and for completed work.
S,'Ves Agreement 01046 -
023d�tlnstmction of 220 N Howes & 225 Maple Street
Page 20 of 62
D. Noise Control: Refer to Section 01560, Temporary Controls.
Dust and Erosion Control: Refer to Section 01560, Temporary Controls.
Construction Hours: Refer to Section 01560, Temporary Controls.
G. Toilet Facilities: Refer to Section 01510, Temporary Utilities.
1.03 DECONSTRUCTION -DEMOLITION STAGING
A. Contractor shall provide a staging and phasing plan for the Owner's review and approval at
the Pre -Construction Conference, including:
1. Major materials to be stored on the site.
2. Major equipment to be used in the work, with the proposed placement of this
equipment during different phases of construction.
3. Field offices, trailers and storage sheds, including those proposed by major
Subcontractors.
4. Limits of temporary site fencing, including access points.
5. Proposed phasing or sequencing of deconstruction/demolition on the site.
1.04 SPECIAL SITE RESTRICTIONS
A. The project is located on a downtown site, enclosed on each side by adjacent buildings,
fronted by a public street with a public alley to the rear. Access to the site for delivery of
materials and/or equipment and any other deconstruction/demolition activities will be
restricted to locations and times as prescribed by the City of Fort Collins. Contractor shall
acquire any permits or other approvals as required for street or alleyway closures
necessitated by the deconstruction/demolition. Refer to Section 01060, Regulatory
Requirements.
B. All deconstruction/demolition access shall be via Laporte Avenue. No
deconstruction/demolition access will be permitted from alleys, drives, or parking areas to
the north and east of the site without permission from the Owner.
END OF SECTION
$ge(�yy�ees Agreement 01046 - 2
023det;Hnstruction of 220 N Howes S 225 Maple Street Page 21 of 62
SECTION 01060
REGULATORY REQUIREMENTS
PART1 GENERAL
1.01 APPROVAL AND RECOMMENDATION AGENCIES
A. The City of Fort Collins has jurisdiction for review and approval of the project, including but
not limited to, the following departments:
1. Building Inspection.
2. Fire Prevention.
3. Engineering and Traffic Engineering.
4. Water/Wastewater Utility.
5. Stormwater Utility.
6. Electric Utility.
B. Other entities having jurisdiction of this project, include but are not limited to:
1. State of Colorado Department of Public Health and Environment.
2. Larimer County Health Department.
3. Poudre Fire Authority.
C. Codes which have been adopted by City of Fort Collins applicable to the project include, but
may not be limited to:
1. International Building Code, 2006 Edition, with amendments.
2. International Fire Code, 2006 Edition.
3. National Electric Code, 2008 Edition.
4. Miscellaneous health and safety codes and standards applied by the State of
Colorado Department of Public Health and Environment.
5. Any other local, state or federal codes which are applicable.
6. In case of a conflict between referenced applicable codes, the one having the more
stringent requirements shall govern.
1.02 SERVICES AND UTILITIES
A. Utility services are provided to the area of the project by the following jurisdictions:
1. Water: City of Fort Collins Utilities Department.
2. Sanitary Sewer: City of Fort Collins Utilities Department.
3. Stormwater Drainage: City of Fort Collins Storm Water Utility
4. Natural Gas: Xcel Energy.
5. Telephone: Qwest.
6. Electric: City of Fort Collins Utilities Department.
B. The Contractor shall be responsible for coordinating the work of these outside utility
providers relative to utility shot -off, capping and/or terminating services, or abandoning
services lines in place. Refer to Section 01040.
$esy des Agreement 01060 -
023de�dnstruction of 220 N Howes & 225 Maple Street
Page 22 of 62
1.03 COMPLIANCE WITH APPLICABLE LAWS
A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly
adhere to all applicable federal and state laws, orders, and all applicable standards,
regulations, interpretations or guidelines issued pursuant thereto, including but not limited
to:
1. National Environmental Policy Act of 1969, as amended, and the implementing
regulations of HUD and of the Council on Environmental Quality providing for
establishment of national policy, goals, and procedures for protecting, restoring and
enhancing environmental quality.
2. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be
given and that license or permit will not be issued to any activity not conforming to
the State implementation plan for national primary and secondary ambient air quality
standards.
1.05 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE
A. Contractor shall have sole responsibility for compliance on the job site with all applicable
portions of the Williams -Steiger Occupational Safety and Health Act (OSHA) and
compliance with the Equal Employment Opportunity Act (EEO).
1. Contractor shall fully comply with OSHA requirements for maintaining Material
Safety Data Sheets (MSDS) on the site.
B. Protection of life, health and public welfare as it relates to construction of the project is the
responsibility of the Contractor. The Owner will not provide observation, inspection,
supervision or any comment on plans, procedures or actions employed at the project as
they relate to safety of life, health or public welfare. If conditions are imposed by the Owner
which interfere with or imply actions detrimental to safety, written notice shall be returned to
the Contractor for action prior to affecting any unsafe conditions.
C. The Owner/Architect shall not have control or charge of, and shall not be responsible for,
construction means, methods, techniques, sequences or procedures for safety precautions
and programs in connection with the work, for the acts or omissions of the Contractor,
subcontractors or any other persons performing any of the work or for the failure of any of
them to carry out the work in accordance with the Contract Documents.
1.06 LICENSES
A. Refer to General and Supplementary Conditions.
B. Contractor shall be responsible for meeting all contractor licensing requirements for the City
of Fort Collins including testing and fees as applicable. Contractor shall aquire and maintain
all required licenses for the duration of the project. See Summary of Work, Section 01010;
1.03.
1.07 PERMITS AND FEES
A. Refer to General and Supplementary Conditions.
B. Contractor shall be responsible for all permits, fees and inspections required by the
regulatory agencies referenced above, including but not limited to:
1. Subcontractor fees.
2. Any other local or state permits or fees.
C. Owner shall be responsible for the following permits, fees and inspections required by the
regulatory agencies referenced above, including:
ge y Fes agreement 01060 -
023 e nstruction of 220 N Howes & 225 Maple Street
Page 23 of 62
Plan review fees.
Building permit fees.
Utility impact and plant investment fees, and other development fees.
Utility tap and meter fees.
D. The Contractor shall be responsible for applying for, and acquiring, all building or building
demolition permits, inspections and any other permits required for the
deconstruction/demolitition of this project.
END OF SECTION
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023de�dnstruction of 220 N Howes & 225 Maple Street
Page 24 of 62
3
SECTION 01200
PROJECT MEETINGS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Owner shall schedule and administer Pre -Construction Conferences.
B. Contractor shall schedule and administer periodic progress meetings and specially called
meetings throughout progress of the work.
1. Prepare agenda for meetings and conduct meetings.
2. Record the minutes, including significant proceedings and decisions.
3. Reproduce and distribute copies of minutes within five (5) days after each meeting
to all participants in the meeting and parties affected by decisions made at the
meeting.
4. Prepare and regularly update an "open items list" to document and track required
decisions and pending changes.
C. Representatives of contractors, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
D. Owner's representative will attend meetings to ascertain that work is expedited consistent
with Contract Documents and construction schedules.
1.02 PRE -CONSTRUCTION MEETING
A. Owner shall schedule and administer the Pre -Construction Conference within five (5)
working days after the date of Notice to Proceed.
B. Location: A central site, convenient for all parties, designated by the Owner.
C. Attendance:
1. Owner's principal representative.
2. Contractor's project manager and superintendent.
3. Major subcontractors.
D. Agenda:
1.
Distribution and discussion of:
a. List of major subcontractors.
b. Project construction schedules.
C. Contractor's Safety plan
d. Contractor's staging plan.
2.
Critical work sequencing.
3.
Major equipment deliveries and priorities.
4.
Project coordination.
a. Designation of responsible personnel.
5.
Procedures and processing of:
a. Field decisions.
b. Proposal requests.
C. Submittals, shop drawings and samples.
d. Change Orders.
Mervices Agreement 01200 -
023 nstruction of 220 N Howes & 225 Maple Street Page 25 of 62
e. Applications for Payment.
f. Certified payroll reports for Davis -Bacon wage reporting, if applicable.
6. Adequacy of distribution of Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Field office, work and storage areas.
b. Owner's use of site and grounds.
9. Construction facilities, controls and construction aids.
10. Temporary utilities.
11, Safety and first -aid procedures.
12. Security procedures and temporary site or building fencing and enclosures.
13. Housekeeping procedures.
14. Pending changes and substitutions by Change Order.
15. Installation of project sign.
1.03 PROGRESS MEETINGS
A. Contractor shall schedule and administer regular weekly meetings as determined at the
Pre -Construction Conference and specially called meetings as required by progress of the
work.
B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's
principal representative, normally the Contractor's jobsite trailer.
C. Attendance:
1. Contractor's project manager and on -site superintendent.
2. Owner's principal representative.
3. Subcontractors as appropriate to the agenda.
4. Others as appropriate.
D. Suggested Agenda:
1. Review of work progress since previous meeting.
2. Field observations, problems and conflicts.
3. Review of delivery schedules.
4. Revisions to the deconstruction/demolition schedule.
5. Progress and schedule during succeeding work period.
7. Maintenance of quality standards.
8. Pending changes and substitutions, with review of the proposed changes for:
a. Effect on deconstruction/demolition schedule and completion date.
b. Effect on other contracts of the project.
9. Review of Contractor's application for progress/final payment.
10. Walk-through inspection of the work in progress by the Owner's representative,
and his consultants, as necessary, and General Contractor. Subcontractors will
only be involved in these walk-throughs as requested by the Owner/Architect.
END OF SECTION
Services Agreement 01200 -
023-69;nstruction of 220 N Howes & 225 Maple Street Page 26 of 62
SECTION 01310
WORK SCHEDULES
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor shall prepare and submit to the Owner estimated deconstruction/demolition
progress schedules for the work with sub -schedules of related activities which are essential
to its progress.
Submit revised progress schedules periodically.
C. Related requirements specified elsewhere:
1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated
Damages.
2. Section 01040, Coordination.
3. Section 01200, Project Meetings.
1.02 FORM OF SCHEDULES
A. Type: Schedules will be computer generated, using software designed for this intent.
B. Prepare schedules in a continuous flow, both daily and weekly formats.
1. Provide separate horizontal bar for each trade, supplier or subcontractor.
2. Horizontal Time Scale: Identify the first workday of each week.
3. Scale and Spacing: As required to allow space for notations and future revisions.
4. Minimum Size: 8-1/2" x 11".
C. Format of Scheduling: Chronological order of the start of each item of work.
1.03 CONTENT OF SCHEDULES
A. Construction Progress Schedule:
1. Show the complete sequence of deconstruction/demolition by activity.
2. Show the dates for the beginning and completion of each major element of work,
based upon the Schedule of Values.
3. Substantial completion, punch list completion, final completion and contract close-
out shall be included.
B. Final Completion Schedule: Contractor shall update the latest progress schedule through
contract close-out.
C. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's
authority and responsibility to plan and schedule the work as he sees fit, subject to all other
requirements of the Contract Documents.
1.04 SUBMISSIONS
$e{y1�es Agreement 01310 - 1
023de�dnstmction of 220 N Howes & 225 Maple Street Page 27 of 62
A. Submit initial schedule within five (5) days after Award of Contract.
1. Owner will review schedules and return review copy within two (2) days after receipt,
if modifications are not required.
2. If required, resubmit within two (2)days after return of review copy.
B. Submit revised progress schedules with each Application for Payment indicating actual work
progress in comparison to scheduled progress. Schedules will be reviewed at normally
scheduled meetings as determined at pre-deconstruction/demolition conference.
C. Submit final schedule with contract close-out documentation.
1.05 DISTRIBUTION OF SCHEDULES
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Owner's representative.
3. Subcontractors
4. Other interested parties such as adjacent property owners.
B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by
the projections shown in the schedules.
END OF SECTION
$eFy�es Agreement 01310 - 2
023delHnstruclion of 220 N Howes & 225 Maple Street Page 28 of 62
SECTION 01370
SCHEDULE OF VALUES
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit to the Owner/Architect/City Project Manager a Schedule of Values allocated to the
various portions of the work. Upon request of the Owner, support the values with data
which will substantiate their correctness.
Schedule of Values shall be used only as the basis for the Contractor's Applications for
Payment.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01026, Application for Payment.
1.02 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Schedule of Values shall be submitted to the Owner within seven (7) days of Award of
Contract.
B. Format: Contractor's standard forms or computer printouts. Identify schedule with: .
1. Title of project and location.
2. Owner/Architect and project number.
3. Name and address of Contractor.
4. Contract designation.
5. Date of submission.
6.
C. Schedule shall list the installed value of the component parts of the work in sufficient detail
to serve as a basis for computing values for progress payments during construction.
1. List separately the costs associated with the materials and labor for each component
part of the work.
D. Basis: At a minimum, the Table of Contents of this Project Manual shall be used as the
format for listing component items. Contractor may include additional listings at their option.
1. Identify each line item with the number and title of the respective major section of
the Specifications.
E. For each major line item, list subvalues of major products or operations under the item.
F. Contractor's overhead and profit shall be listed as a separate line item.
G. The sum of all values listed in the schedule shall equal the total Contract Sum.
END OF SECTION
$e{y�es Agreement 01370-1
023 a nsiruction of 220 N Howes & 225 Maple Street
Page 29 of 62
based on the special abilities of the Service Provider and that this Agreement shall be
considered as an agreement for personal services. Accordingly, the Service Provider shall
neither assign any responsibilities nor delegate any duties arising under the Agreement without
the prior written consent of the City.
9. Acceptance Not Waiver. The City's approval or acceptance of, or payment for
any of the services shall not be construed to operate as a waiver of any rights or benefits
provided to the City under this Agreement or cause of action arising out of performance of this
Agreement.
10, Warranty.
a. Service Provider warrants that all work performed hereunder shall be
performed with the highest degree of competence and care in accordance with accepted
standards for work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment
incorporated into any work shall be new and, where not specified, of the most suitable grade of
their respective kinds for their intended use, and all workmanship shall be acceptable to City.
C. Service Provider warrants all equipment, materials, labor and other work,
provided under this Agreement, except City -furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship for a
period beginning with the start of the work and ending twelve (12) months from and after final
acceptance under the Agreement, regardless whether the same were furnished or performed by
Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from
City of any such defect or nonconformances, the affected item or part thereof shall be
redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to
City.
11. Default. Each and every term and condition hereof shall be deemed to be a
material element of this Agreement. In the event either party should fail or refuse to perform
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 3 of 62
SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary utility services required for construction. Remove
upon completion of work.
B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel.
Remove upon completion of work.
C. Related requirements specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01530, Barriers and Enclosures.
3. Section 01560, Temporary Controls.
4. Section 01590, Field Offices and Sheds.
5, Section 01710, Cleaning: Trash removal during construction.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with the current editions of all applicable building codes. Refer to Section 01060.
B. Comply with applicable federal, state and local codes and regulations.
C. Comply with applicable utility company requirements.
1.03 UTILITY FEES
A. Utility charges and expenses for temporary construction usage for the following shall be
paid by the Owner, unless indicated otherwise:
1. Temporary electricity
Utility charges and expenses for temporary construction usage for the following shall be
paid by the Contractor, unless indicated otherwise:
1. Installation or connection charge for temporary electricity, water, natural gas,
propane or telephone service.
2. Temporary sanitary facilities.
3. Temporary local and long-distance telephone, including cellular.
PART 2 PRODUCTS
2.01 TEMPORARY ELECTRICITY AND LIGHTING
A. Contractor may utilize existing 120/240V power service in the existing facility for historic
artifacts removal and other work as approved by the City.
Install circuit and branch wiring with area distribution boxes located so that power and
lighting is available throughout the deconstruction area by the use of construction -type
power cords.
023re(y des Agreement 01510 - 1
, nstruction of 220 N Howes & 225 Maple Street Page 30 of 62
C. Provide adequate artificial lighting for all areas of work when natural light is not adequate for
work and for areas accessible to the public.
D. Security Lighting: Provide temporary security lighting for temporary, secure materials
storage area, as may be required by the Owner's or Contractor's Builder's Risk insurance.
2.05 TEMPORARY WATER
A. Contractor shall tap existing fire hydrant for deconstruction/demolition water. Contractor
shall be responsible for acquiring any necessary permit and installing temporary meter as
required by the City of Fort Collins.
B. Contractor shall provide and maintain, at his own expense, all temporary construction water
service to the site of construction.
2.06 TEMPORARY SANITARY FACILITIES
A. Contractor shall provide sanitary facilities for use by construction personnel in compliance
with current laws and regulations.
1. Service, clean and maintain facilities and enclosures in accordance with local
governing health agencies.
B. Toilet facilities within the existing facility shall not be used by deconstruction/demolition
personnel during the period of work for this project.
PART 3 EXECUTION
3.01 INSTALLATION AND OPERATION
A. General: Install and maintain temporary utility services in accordance with requirements of
applicable federal, state and local codes and regulations, and applicable utility company
requirements.
B. Maintain and operate systems to assure continuous service.
C. Modify and extend systems as work progress requires and as necessary.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when use is no longer required, or
upon completion of the work.
Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore permanent facilities used for temporary deconstruction/demolition services to
original or specified condition.
END OF SECTION
023ZSykes Agreement 01510 - 2
e nstruction of 220 N Howes & 225 Maple Street Page 31 of 62
SECTION 01520
DECONSTRUCTION EQUIPMENT AND AIDS
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish and maintain required construction equipment.
B. Furnish, install and maintain required construction aids and remove upon completion of
work.
C. Related work specified elsewhere:
1. Section 01046, Access to Site.
2. Section 01510, Temporary Utilities.
3. Section 01530, Barriers and Enclosures.
4. Section 01560, Temporary Controls.
5. Section 01590, Field Offices and Sheds.
PART2 PRODUCTS
2.01 MATERIALS
A. General: Equipment and deconstruction/demolition aids for temporary deconstruction uses
may be new, used or rental equipment, suitable for the intended purpose, but must not
violate requirements of applicable codes and standards.
2.02 CONSTRUCTION EQUIPMENT
A. Provide construction equipment as necessary to facilitate execution of the work, including
but not limited to:
1. Miscellaneous hand tools.
2. Miscellaneous power tools.
3. Goggles, masks, hardhats and other personal safety equipment.
4. Cranes, forklifts and other material handling equipment.
5. Rolling or vibrating plate compactors.
6. Concrete batching and pumping trucks and equipment.
7. End loaders, scrapers, backhoes and other heavy equipment.
8. Air compressors.
9. Portable electrical generators.
10. Mortar batching equipment.
11. Other equipment as required.
2.03 CONSTRUCTION AIDS
A. Provide construction aids and temporary equipment required by personnel to facilitate
execution of the work, including but not limited to:
1. Scaffolding, staging, ladders and platforms.
2. Stairs, ramps, runways and guardrails.
3. Hoists, platform lifts and chutes.
4. Concrete curing and thermal protection blankets.
5. Drop cloths and other protective materials.
S,esy des Agreement 01520 - 1
023dlulstruction of 220 N Howes & 225 Maple Street
Page 32 of 62
51
PART 3 EXECUTION
Other facilities as required.
3.01 PREPARATION
A. Consult with Owner, review site conditions and other factors which affect construction
procedures and construction aids, including adjacent properties and public facilities which
may be affected by execution of the work.
B. Comply with applicable requirements specified in Divisions 1 through 16 (if applicable).
C. Relocate construction aids as required by progress of construction, by storage or work
requirements and to accommodate legitimate requirements of other subcontractors
employed at the site.
3.02 REMOVAL
A. Completely remove temporary materials, equipment and services:
1. At completion of the project.
B. Clean and repair damage caused by installation or by use of temporary facilities.
1. Remove foundations and underground installations for construction aids.
2. Grade areas of site affected by temporary installations to required elevations and
slopes and clean the area.
C. Restore permanent facilities used for temporary purposes to specified condition.
END OF SECTION
$esy des Agreement 01520 - 2
023deg, struction of 220 N Howes & 225 Maple Street
Page 33 of 62
SECTION 01530
BARRIERS AND ENCLOSURES
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary barriers and enclosures.
B. Furnish, erect, and maintain temporary site security fencing and gates.
C. Furnish, erect and maintain temporary safety barricade fencing.
PART PRODUCTS
2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES
A. General: Provide and maintain for the duration of deconstruction/demolition all scaffolds,
tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary
construction necessary for proper completion of the work, in compliance with applicable
safety and other regulations.
B.
C. Safety Barricade Fencing: Refer to paragraph 2.08 below.
2.02 TEMPORARY SITE FENCING
A. Prior to commencing work, Contractor shall erect and maintain construction fencing tc
enclose an area for deconstruction/demolition activity, storage and waste removal, as
approved by the Owner.
1. Fencing Materials: Panelized, chain -link fencing with crossed X-type post supports,
minimum 6-0" high.
2. Refer to the approved staging plan for approximate limits of site area to be fenced
for construction activities and storage.
B. Provide vehicular and pedestrian access gates, with locks, as appropriate for
deconstruction/demolition access.
1. Furnish Owner's principal representative with keys to the lock of the primary access
gate.
C. Do not attach temporary fencing to any existing permanent structures, including buildings,
trees, retaining walls, walks or pavements without permission of Owner.
D. Promptly remove temporary fencing materials upon completion of sitework, rough grading
and asphalt paving and restore area to original condition. Contractor shall repair or replace
any existing materials or equipment damaged as a part of this work at no cost to the Owner.
1. Fencing shall remain in place until site is secured and safe.
2. Fencing shall be removed prior to finish grading, installation of underground
sprinkler system and landscaping.
$env des Agreement 01530 - 1
023de�4fnstruction of 220 N Howes & 225 Maple Street Page 34 of 62
2.03 SAFETY BARRICADE FENCING
A. Prior to commencing any sitework within any street, alley, public sidewalk or other right-of-
way, Contractor shall prepare and submit a traffic lane closure plan to the City of Fort
Collins for approval.
1. Plan shall clearly indicate how both vehicular and pedestrian traffic shall be safely
accommodated and maintained during deconstruction/.demolition activities.
B. Prior to commencing such work, Contractor shall erect and maintain protective safety
barricade fencing around the areas of work, as required by an approved safety plan.
1. Approved Materials: Expanded plastic fencing.
2. Color: Orange, or as approved by the governing agency with jurisdiction over this
work. Refer to Section 01060.
C. Provide adequate room within fenced enclosures for workers and construction activities.
D. Maintain all required clearances for vehicular and/or pedestrian circulation within public
right-of-ways that will be allowed during the construction period. Consult with the City of
Fort Collins for any additional barricading or public safety requirements.
Promptly remove temporary safety fencing upon completion of work and restore site area to
original condition. Contractor shall repair or replace any existing materials or finishes
damaged as a part of this work at no cost to the Owner.
END OF SECTION
$eryinst Agreement
01530 - 2
023 a nstruction of 220 N Howes 8 225 Maple Street Page 35 of 62
SECTION 01540
EROSION AND SEDIMENTATION CONTROL
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain erosion and sedimentation control materials and
procedures. Remove upon completion of work.
B. Design an erosion and sediment control plan in accordance with specified
standards. Monitor compliance as required by applicable standards.
C. Related work specified elsewhere:
1. Section 01060, Regulatory Requirements.
2. Section 01530, Barriers and Enclosures.
3. Section 01714, Construction Waste Management.
4. Section 01715, Waste Removal and Recycling.
5. Section 02221, Trenching, Backfilling and Compacting.
6. Section 02225, Excavating, Backfilling and Compacting.
1.02 EROSION AND SEDIMENT CONTROL PLAN
A. Erosion and Sediment Control Plan: Prior to the start of work, the Contractor shall
submit a Storm Water Management Plan (SWMP) conforming to an Erosion Control
Plan that is approved by the City of Fort Collins. The SWMP plan shall contain the
following required information:
1. Name of Contractor's personnel responsible for managing the SWMP
plan.
2. Analysis of the erosion and sediment controls needed for the Project,
including extent of controls, appropriate methods and construction
phasing or sequencing of work.
B. The SWMP shall be designed in conformance with the U. S. Environmental Protection
Agency(EPA)Document No. EPA 832/R-92-005 (September 1992), Storm Water
Management for Construction Activities, Chapter 3, or local erosion and sedimentation
control standards and codes, whichever is more stringent. The plan shall meet the
following objectives:
1. Prevent loss of soil during deconstruction by stormwater runoff and/or wind
erosion,
including protecting topsoil by stockpiling for reuse.
2. Prevent sedimentation of storm sewer or receiving streams.
3. Prevent polluting the air with dust and particulate matter.
C. The SWMP should include the following information:
1. Statement of erosion control and stormwater control objectives.
2. Comparison of post -development stormwater runoff conditions with pre -
development conditions.
3. Description of all temporary and permanent erosion control and stormwater
control measures implemented on the project site.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 36 of 62
4. Description of the type and frequency of maintenance activities required for the
chosen erosion control methods.
D. Contractor shall submit copies of the SWMP for review by the and Owner's
Representative. Allow for at least one week for review. Contractor shall make requested
revisions and complete the approved SWMP.
1.03 ACCEPTABLE EROSION AND SEDIMENT CONTROL MEASURES
A. EPA Document No. EPA 832/R-92-005 describes two types of measures that can be
used to control sedimentation and erosion:
1. Stabilization measures include temporary seeding, permanent seeding and
mulching. All of these measures are intended to stabilize the soil to prevent
erosion.
2. Structural control measures are implemented to retain sediment after erosion
has occurred. Structural control measures include earth dikes, silt fencing,
sediment traps and sediment basins.
3. The application of these measures depends on the conditions at the specific
site. If local provisions are substantially similar, they can be substituted for this
standard if it is demonstrated that local provisions meet or exceed the EPA best
management practices.
B. Definitions:
1. Erosion is a combination of processes in which materials of the earth's surface
are loosened, dissolved or worn away, and transported from one place to another
by natural agents.
2. Sedimentation is the addition of soils to water bodies by natural and human -
related activities. Sedimentation decreases water quality and accelerates the
aging process of lakes, rivers and streams.
1.04 EROSION AND SEDIMENT CONTROL IMPLEMENTATION
A. Distribution: Contractor shall distribute copies of the approved SWMP to the
Superintendent, each affected Subcontractor, the Owner/Architect/Civil Engineer. One
copy shall be posted at the jobsite at all times.
B. Instruction: Contractor shall provide onsite instruction of appropriate erosion and
sediment control measures to be implemented and maintained at appropriate stages of
the work.
C. Erosion and Sediment Control Plan Compliance: Contractor shall implement, maintain
and monitor compliance with the approved SWMP.
1. Protect areas prone to erosion from construction activities and implement a
soil stabilization plan in susceptible areas.
D. Conditions in the field may warrant erosion control measures in addition to what is
specified herein or shown on the Diagram. The Contractor shall implement whatever
measures are determined necessary, as directed by the City of Fort Collins.
Services Agreement
Deconstruction of 220 N Howes S 225 Maple Street Page 37 of 62
PART 2 PRODUCTS
2.01 MATERIALS
A. Erosion and Sediment Control Materials: Refer to specific silt fence and other
required materials.
B. Straw Bales: Not allowed.
C. Wattles: 8" diameter machine -produced tube filled with compacted rice straw in
seamless flexible netting material, creating a densely filled fiber log.
D. Riprap: Rock used for riprap shall be hard, durable, angular in shape and free from
cracks, overburden, shale and organic matter. Thin, slab type stones, rounded stones
and flaking rock shall not be used. Removed concrete may not be used for riprap.
1. Rock used for riprap shall have a minimum specific gravity of 2.50.
2. The d50 for the riprap shall be equal to 9". The maximum stone size shall not
be larger than the thickness of a riprap layer. Neither breadth nor thickness of a
single stone shall be less than 1/3 of it's length.
E. Bedding material used shall be equivalent to Colorado Division of Highways Class A
filter material. (Section 703.09)
PART 3 EXECUTION
3.01 PREPARATION
A. No earth -disturbing activity outside the limits designated on the diagram is permitted.
B. All required perimeter silt and construction fencing shall be installed prior to any land
disturbing activity (stockpiling, stripping, grading, etc.). All other required erosion control
measures shall be installed at the appropriate time in the deconstruction sequence as
indicated in the approved SWMP, deconstruction diagram and erosion control report.
C. At all times during construction, the Contractor shall be responsible for preventing and
controlling onsite erosion including keeping the property sufficiently watered so as to
minimize wind blown sediment. The Contractor shall also be responsible for installing
and maintaining all erosion control and mitigation facilities.
D. Pre -disturbance vegetation shall be protected and retained wherever possible.
Removal or
disturbance of existing vegetation shall be limited to the areas required for immediate
deconstruction/demolition operations, and for the shortest practical period of time.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 38 of 62
E. Verify required locations of erosion and sedimentation controls with the SWMP and
the Owner's principal representative before proceeding.
3.02 EXECUTION
A. All soils exposed during land disturbing activity (stripping, grading, utility installations,
stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along
land contours until mulch, vegetation or other permanent erosion control best
management practices are installed. No soils in areas outside the project street rights -of -
way shall remain exposed by land disturbing activity for more than 30 days before
required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the City of Fort Collins.
B. In order to minimize erosion potential, all temporary (structural) erosion control
measures shall:
1. Be inspected at a minimum of once every two (2) weeks and after each
significant stormevent and repaired or reconstructed as necessary in order to
ensure the continued performance of their intended function.
2. Remain in place until such time as all the surrounding disturbed areas are
sufficiently stabilized as determined by the Owner.
3. Be removed after the site has been sufficiently stabilized as determined by the
Owner.
C. No soil stockpile shall exceed 10' in height. All soil stockpiles shall be protected from
sediment transport by surface roughening, watering and perimeter silt fencing. Any soil
stockpile remaining after 30 days shall be seeded and mulched.
D. Silt Fence: Set stakes, construct 4" wide x 4" deep trench upslope of stakes, install
fabric to bottom of trench, backfill and compact excavated trench.
E. Wattle Sediment Barrier: Wattle sediment barriers will be installed after the initial
grading of the site (in swales) and after the installation of storm pipes and inlets. Install
wattles with ends tightly abutted. Stake each wattle into the ground with two (2) wooden
stakes.
F. Riprap: Riprap shall be installed after the initial grading of the site (in swales) and
after the Installation of storm pipes and inlets. Place 6" of bedding material underneath a
minimum of 16" of Type L riprap (d50 = 9"). Cover riprap bed with 6" of soil cover
consistent with the surrounding finished grade. Refer to the Drawings for appropriate
details.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 39 of 62
according to the terms of this agreement, such party may be declared in default thereof.
12. Remedies. In the event a party has been declared in default, such defaulting
party shall be allowed a period of ten (10) days within which to cure said default. In the event
the default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non -defaulting party
commences legal or equitable actions against the defaulting party, the defaulting party shall be
liable to the non -defaulting party for the non -defaulting party's reasonable attorney fees and
costs incurred because of the default.
13. Binding Effect. This writing, together with the exhibits hereto, constitutes the
entire agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs,
personal representatives, successors and assigns of said parties.
14. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its
officers, agents and employees against and from any and all actions, suits, claims, demands or
liability of any character whatsoever brought or asserted for injuries to or death of any person or
persons, or damages to property arising out of, result from or occurring in connection with the
performance of any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the
work hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the
Service Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified within Exhibit B,
consisting of one (1) page, attached hereto and incorporated herein by this reference. The
Service Provider before commencing services hereunder, shall deliver to the City's Director of
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 4 of 62
3.03 SITE CLEANING AND EXCESS MATERIAL DISPOSAL
A. City of Fort Collins ordinances and Colorado Discharge Permit System (CDPS)
requirements make it unlawful to discharge or allow the discharge of any pollutant or
contaminated water from construction sites. Pollutants include, but are not limited to,
discarded building materials, concrete truck washout, chemicals, oil and gas products,
litter and sanitary waste. The Contractor shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state and federal regulations.
B. The stormwater volume capacity of detention ponds or other stormwater management
infrastructure will be restored and storm sewer inlets, catch basins and/or lines shall be
cleaned upon completion of the project, before turning the maintenance over to the
Owner.
C. When temporary erosion control measures are removed, the Contractor shall be
responsible for the clean up and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
D. The Contractor shall immediately clean up any construction materials inadvertently
deposited on existing streets, sidewalks or other public rights -of -way, and make sure
streets and walkways are cleaned at the end of each working day.
E. All retained sediments, particularly those on paved roadway surfaces, shall be
removed and
disposed of in a manner and location so as not to cause their release into any natural
waterways, in accordance with local, state or federal regulations.
END OF SECTION
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 40 of 62
SECTION 01560
TEMPORARY CONTROLS
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary facilities required for dust, erosion and pollution
control.
B. Implement and maintain temporary controls required for noise and construction work hours
limitations.
C. Related requirements specified elsewhere:
1. Section 01010, Summary of Work: Special site restrictions.
2. Section 01040, Coordination.
3. Section 01046, Access to Site.
4. Section 01510, Temporary Utilities.
5. Section 01530. Barriers and Enclosures: Cold -weather construction enclosures.
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Materials for temporary controls may be new or used, but must be adequate in
capacity for the required usage, must not create unsafe conditions and must not violate
requirements of applicable codes and standards.
2.02 DUST CONTROL
A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne
dust generated by the construction activities of this project from affecting either the Owner's
use of this site or neighboring properties. Implementation of such requirements will be at
the sole discretion of the Owner or the City of Fort Collins.
1. Partition Sheeting: Translucent or clear polyethylene sheets, 6-mil thickness
minimum.
2.03 POLLUTION CONTROL
A. Contractor shall take all necessary precautions to prevent spilling or littering of water -
polluting substances. Do not allow any foreign materials to be dumped into any portion of
the sewer or storm drainage collection system or into any water runoff collection basin. The
Contractor shall be responsible for all labor, equipment and materials necessary to remedy
any such pollution as deemed appropriate by governing agencies with such jurisdiction.
B. No burning of debris or any other air -polluting methods or equipment will be allowed. All
motorized equipment shall be adjusted to minimize exhaust pollution.
(y1�es Agreement 01560 -
023De�Hnstruction of 220 N Howes & 225 Maple Street Page 41 of 62
C. To the extent possible, Contractor shall prevent machinery and equipment fumes from being
drawn into adjoining building's air intake systems. Equipment shutdowns shall be
scheduled as specified in Section 01040.
PART 3 EXECUTION
3.01 GENERAL
A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 4:00 p.m.
Monday through Saturday during the deconstruction/demolition period. Sunday or holiday
construction will not be allowed.
B. Specific activities that may limit the Contractor's working hours, if applicable, shall be
determined at the Pre -Construction Conference.
3.02 NOISE CONTROL
A. Construction activities that generate noise in excess of 90 db shall be limited to hours as
established at the Pre -Construction Conference.
1. Prohibited after 6:00 p.m. every weekday, unless approval is obtained by Owner.
2. Prohibited on Saturdays, Sundays and holidays, unless approval is obtained by
Owner.
END OF SECTION
$e(y1�es Agreement 01560 - 2
0236eudnstruction of 220 N Howes & 225 Maple Street Page 42 of 62
SECTION 01590
FIELD OFFICES AND SHEDS
PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary construction offices and secured storage facilities.
B. Related work specified elsewhere:
1. Section 01046, Access to Site.
2. Section 01530, Barriers and Enclosures.
PART 2 PRODUCTS
2.01 TEMPORARY FIELD OFFICES
A. Contractor may provide, at his option, and maintain a secured, weathertight office, no larger
than 12' x 16', for use by Contractor, A/E/O subcontractors and consultants. Building shall
be the property of the Contractor and shall be promptly removed upon completion of the
project. Location for the building shall be as arranged at the Pre -Construction Conference.
1. Structures shall be provided and maintained in good condition, as determined by
the Owner's representative.
2. Signage and other advertising allowed on the structures shall be as
determined at the Pre -Construction Conference.
3.
B. Facilities may include, but not be limited to:
1. Conference table and chairs for minimum six (6) persons.
2. Bottled, chilled water dispenser and cups.
3. Plan rack or other facilities for storage of project record documents.
4. File cabinet or other facilities for storage of shop drawings, samples, color boards,
installation instructions, materials data sheets, etc.
5. Adequate heat, air conditioning, ventilation and artificial lighting.
6. Other facilities as deemed appropriate or necessary by the Contractor.
C. Facilities to be paid for by the Owner as Division 1 expenses shall be subject to the
approval of the Owner.
2.02 STORAGE SHEDS
A. Contractor shall provide and maintain secured, weathertight storage sheds or enclosures for
tools, materials and equipment requiring such conditions, with adequate heat and
ventilation. Provide space for organized storage, and access and artificial lighting for
inspection of stored materials.
1. Structures shall be provided and maintained in good condition, as determined by the
Owner's representative.
y ges Agreement 01590 - 1
023$e a nsirudion of 220 N Howes & 225 Maple Street Page 43 of 62
2. Sign age and other advertising allowed on the structure shall be as determined at the
Pre -Construction Conference.
B. Temporary Site Fencing: Refer to Section 01530.
C. Security Lighting: Provide temporary security lighting for temporary, secure materials
storage area, as may be required by the Owner's or Contractor's Builder's Risk insurance.
Refer to Section 01510, Temporary Utilities.
PART 3 EXECUTION
3.01 REMOVAL OF TEMPORARY FACILITIES
A. Completely remove temporary facilities when use is no longer required, or upon completion
of the work.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
END OF SECTION
=SY� is Agreement 01590 - 2
023De�Hnsetruction of 220 N Howes & 225 Maple Street Page 44 of 62
SECTION 01700
CONTRACT CLOSE-OUT
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
administrative procedures in closing out the work.
Related requirements specified elsewhere:
1. Conditions of the Contract: Fiscal provisions, legal submittals and additional
administrative requirements.
2. Section 01026, Applications for Payment: Requirements for final payment.
3. Section 01050, Field Engineering: Surveying certificate and final completion survey.
4. Section 01310, Construction Schedules.
5. Section 01600, Material and Equipment: Maintenance materials.
6. Section 01710, Cleaning.
7. Section 01720, Project Record Documents.
8. Section 01730, Operating and Maintenance Data.
9. Section 01740, Warranties and Bonds.
10. Respective Sections of Specifications: Testing requirements and closeout submit-
tals required of specific trades or subcontractors.
1.02 SUBSTANTIAL COMPLETION
A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the
Contract.
When Contractor considers that the work is substantially complete, he shall submit to the
Owner:
1. Written notice that the work or designated portion thereof is substantially complete.
2. "Punch list" of items to be completed or corrected, as determined by the Contractor
prior to inspection by the Owner.
3. Temporary Certificate of Occupancy, or other evidence of acceptance by the
building official or other authority with jurisdiction over the project.
C. Within a reasonable time after receipt of such notice, Owner will make an inspection to
determine the status of completion.
D. Should Owner/Engineer determine that the work is not substantially complete:
1. Owner/Engineer will promptly notify the Contractor in writing, giving the reasons
therefor.
2. Contractor shall remedy the deficiencies in the work and send a second written
notice of substantial completion to the Owner.
3. Owner/Engineer will reinspect the work, as appropriate.
E. When Owner determines that the work is substantially complete, he will:
1. Prepare a Certificate of Substantial Completion on AIA form G704 or other Owner -
provided form, accompanied by Contractor's list of items to be completed or
corrected as verified and amended by the Owner.
2. Submit the Certificate to the Owner and Contractor for their written acceptance of
gejy des Agreement 01700 - 1
023de4,+dnstruction of 220 N Howes & 225 Maple Street Page 45 of 62
the responsibilities assigned to them in the Certificate.
1.03 FINAL INSPECTION
A. When Contractor considers the work is complete, he shall submit written certification that:
1. Contract Documents have been reviewed, and that the work has been inspected for
compliance with Contract Documents.
2. Work has been completed in accordance with Contract Documents,
3. Corrective or incomplete work has been completed from "punch lists" provided at
Substantial Completion.
4. Equipment and systems have been tested in the presence of the Owner's
representative and are operational.
5. Final cleaning has been completed and project is ready for final inspection.
6. Final Certificate of Occupancy has been issued.
Owner will make an inspection to verify the status of completion with reasonable
promptness after receipt of such certification.
C. Should Owner consider that the work is incomplete or defective:
1. Owner/Engineer will promptly notify the Contractor in writing, listing the incomplete
or defective work.
2. Contractor shall take immediate steps to remedy the stated deficiencies and send a
second written certification to Owner that the work is complete.
3. Owner/Engineer will reinspect the work, as appropriate.
D. When the Owner finds that the work is acceptable under the Contract Documents, he shall
request the Contractor to prepare and deliver closeout submittals.
1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS
A. Evidence of compliance with requirements of governing authorities:
1. Certificate of Occupancy.
2. Certificates of Inspection.
B. Final Completion Schedule: Refer to Section 01310.
C. Project Record Documents: Refer to Section 01720.
D. Warranties and Bonds: Refer to Section 01740.
Evidence of Payment and Release of Liens: General and Supplementary Conditions.
F. Test Results: Written approval from the testing agency for systems or equipment requiring
final testing, as specified above.
1.06 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Owner. Statement shall reflect all adjustments
to the Contract Sum:
1. The original Contract Sum, including accepted Bid Alternates.
2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Allowances.
C. Unit prices.
$esy des Agreement 01700 - 2
023deVdnstruction of 220 N Howes & 225 Maple Street Page 46 of 62
d. Deductions for uncorrected work.
e. Deductions for liquidated damages.
f. Deductions for reinspection payments.
g. Other adjustments.
3. Total Contract Sum, as adjusted.
4. Previous payments:
5. Sum remaining due, including retainage.
B. Contractor will prepare a final Change Order reflecting approved adjustments to the
Contract Sum which were not previously made by Change Orders.
1.07 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in accordance with procedures and
requirements stated in the Conditions of the Contract and Section 01026, Applications for
Payment.
END OF SECTION
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023 a nsiruction of 220 N Howes & 225 Maple Street Page 47 of 62
SECTION 01710
CLEANING
PART1 GENERAL
1.01 REQUIREMENTS INCLUDED
A. Execute cleaning during progress of the work and at completion of the work.
B. Furnish, maintain and service trash removal dumpsters and/or roll -offs.
C. Furnish, maintain and service recycling containers for construction materials, packaging and
waste products.
D. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Respective Sections of Specifications: Cleaning for specific products or work.
1.02 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with applicable codes, ordinances,
regulations and anti -pollution laws.
B. Disposal of waste materials, debris and rubbish shall be at a commercially -operated
recycling center, legal dumpsite or landfill.
1. Contractor shall be responsible for all dump fees and expenses associated with
hauling materials to the landfill.
PART 2 PRODUCTS
2.01 CLEANING MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property..
2.02 WASTE REMOVAL CONTAINERS
A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll -off
dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient
for the Work.
1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being
blown out.
2. Roll -offs shall not be required to be covered, but shall be serviced frequently enough
to prevent debris from accumulating and being blown out.
3. Individual recycling containers shall be maintained for paper, corrugated cardboard,
and co -mingled containers for glass, plastic, aluminum and steel. General
contractor shall be responsible for ensuring proper separation of recycled materials
and delivery to acceptable recycling centers.
B. Location of roll -offs and trash dumpsters shall be as arranged at the Pre -Construction
Conference.
$ejy�es Agreement 01710 - 1
023 heF.lfnstruclion of 220 N Howes & 225 Maple Street
Page 48 of 62
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris resulting from construction
operations.
B. Maintain parking areas, access drives and city streets clean from mud and other debris.
C. Remove recycling, waste materials, debris and rubbish from the site periodically and
dispose of at legal commercial recycling centers, dump sites or landfills away from the site.
3.02 FINAL CLEANING
A. Site cleaning shall include, but not be limited to:
1. Broom clean and wash down all areas of exterior concrete flatwork and asphalt
paving impacted by the Work.
2. Prior to final completion, Contractor shall conduct an inspection of the site with
Owner to verify that work of the entire project is clean.
END OF SECTION
$e�y yes Agreement 01710 - 2
023detklnstruction of 220 N Howes & 225 Maple Street Page 49 of 62
Purchasing and Risk Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of a
certificate evidencing the insurance coverage required from an insurance company acceptable
to the City.
15. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the . entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
16. Law/Severability. The laws of the State of Colorado shall govern the construction
interpretation, execution and enforcement of this Agreement. In the event any provision of this
Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such
holding shall not invalidate or render unenforceable any other provision of this Agreement.
17, Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101,
C.R.S., et. seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1. Service Provider does not knowingly employ or contract with an illegal
alien who will perform work under this Agreement; and
2. Service Provider will participate in either the e-Verify program created
in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th
Congress, as amended, administered by the United States Department of Homeland Security
(the "e-Verify Program") or the Department Program (the "Department Program"), an
employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in
order to confirm the employment eligibility of all newly hired employees to perform work under
this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to
perform work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this Agreement.
c. Service Provider is prohibited from using the e-Verify Program or Department
Services Agreement
Deconstruction of 220.N Howes & 225 Maple Street Page 5 of 62
SECTION 01714
DECONSTRUCTION WASTE MANAGEMENT
PART 1 GENERAL
1.01 REQUIREMENTS
A. The (Owner) City of Fort Collins has established that this project shall generate less waste and
will recycle or salvage at least 75% by weight of deconstruction/demolition and land clearing
waste. The Contractor shall develop and implement a Construction Waste Management (CWM)
plan that identifies proposed deconstruction and salvage opportunities, reduces waste and
recommends recycling activities, identifies licensed haulers and processors of
recycled materials, names materials subject to salvage and identify organizations that accept
salvaged materials. The Contractor shall estimate costs for recycling, salvage and reuse on site
and train all site workers on the CWM plan process and requirements.
B. Administrative and procedural requirements for the following:
1. Recycling non -hazardous demolition and construction waste.
2. Disposing of non -hazardous demolition and construction waste.
C. Related requirements specified elsewhere:
1. Section 01715, Waste Removal and Recycling.
2. Section 02070, Selective Demolition.
3. Section 02080, Hazardous Material Removal.
1.02 DEFINITIONS
A. Demolition Waste: Building and site improvement materials resulting from demolition or
selective demolition operations.
B. Disposal: Removal offsite of deconstruction/demolition waste and subsequent sale, recycling,
reuse or deposit in landfill.
C. Recycle: Recovery of deconstruction/demolition waste and subsequent sale or reuse in
another facility.
D. Salvage: Recovery of deconstruction/demolition waste and subsequent sale or reuse in
another facility.
E. Salvage and Reuse: Recovery of deconstruction/demolition waste and subsequent
incorporation into new Work.
1.03 SUBMITTALS
A. Waste Management Plan: Submit one (1) electronic plan in PDF or Microsoft Word format
within five (5) days of date established for commencement of the work.
B. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit one
(1) electronic copy of report, including the following information:
1. Material category.
2. Total quantity of waste in tons, cubic yards, or other satisfactory and approved
standard of measure.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street - Page 50 of 62
3. Total quantity of waste recovered (salvaged, reused or recycled) in tons, cubic yards
other satisfactory and approved standard of measure.
4. Total quantity of waste recovered as a percentage of total waste.
C. Waste Reduction Calculations: Before request for Substantial Completion, submit one (1)
electronic copy of calculated end -of -project rates for salvage, recycling and disposal as a
percentage of total waste generated by the work.
D. Records of Donations: Indicate receipt and acceptance of salvageable or reusable waste
donated to individuals and organizations. Indicate whether organization is tax exempt.
E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable
waste by recycling and processing facilities licensed to accept them. Include manifests, weight
tickets, receipts and invoices.
F. Landfill Disposal Records: Indicate receipt and acceptance of waste by landfills facilities
licensed to accept them. Include manifests, weight tickets, receipts and invoices.
G. Final Report: Contractor shall submit a final report after all waste materials have been
removed or reused on site and final cleaning has taken place. The report shall include information
from the Waste Reduction Progress Reports and shall result in a total waste recovered (salvaged,
reused or recycled) matching the goal established above. (le, 75% waste reduction).
H. Submittal for Possible LEED Credit in the Event of New Construction on this Site
Spreadsheet, updated monthly, tabulating total waste material, quantities
diverted and means by which it is diverted. Individual hauling tickets must be kept by the
Contractor and Owner for five (5) years.
1.04 WASTE MANAGEMENT PLAN
A. Waste Management Plan: Prior to the start of work, the Contractor shall submit a draft
Construction Waste Management (CWM) plan to Owner for review. The CWM plan
shall contain the following required information:
1. Name of Contractor's personnel responsible for managing the CWM plan.
2. Analysis of the proposed jobsite waste to be generated, including types and
approximate quantities or percentages. Offer options to reduce the waste generated.
Offer options to reduce waste that must be disposed of in a hazardous waste facility.
3. Landfill Options: Name of the landfill(s) where trash will be disposed of, the applicable
landfill tipping fees, and the projected cost of disposing of all construction waste in the
landfill(s).
B. Alternatives to Landfilling: A list of each material proposed to be salvaged, reused or
recycled during the course of the Project and the estimated net cost savings or additional
costs resulting from separating and recycling, reusing or salvaging (versus landfilling)
each material. "Net" means that the following have been subtracted from the cost of
separation and recycling:
a. Revenue from the sale of recycled or salvaged materials, and
b. Landfill tipping fees saved due to diversion of materials from the landfill. The
list of these materials shall include, at a minimum, the following materials:
1) Concrete,
2) Asphalt.
3) Wood, including dimensional, unpainted wood, plywood, OSB and
particleboard.
4) Ferrous materials.
5) Non-ferrous metals, including copper, brass and aluminum.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 51 of 62
6) Glass
7) Brick.
8) Concrete masonry units (CMU).
9) Gypsum wallboard products.
10) Glass
C. Materials Handling Procedures: Describe the means by which any materials identified
above will be protected from contamination and describe the means to be employed in
recycling the materials (separation requirements, containers, etc.)
D. Transportation: Describe the means of transportation of the recyclable materials, such as
whether materials will be site -separated by the Contractor, hauled by the Contractor or
specialty recycling firm, or collected by the designated facility.
E. Site Disposal: Burial or other disposal of material on site is prohibited.
F. Contractor shall submit copies of the CWM plan for review by the Owner. Allow at least (5)
days for review. Contractor shall promptly make requested revisions and complete the approved
CWM plan.
G. Quantity of Draft Plan: Two (2) electronic copies.
1.05 WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Distribution: Contractor shall distribute copies of the approved CWM plan to the
Superintendent, each Subcontractor, and the Owner. One copy shall be posted at the jobsite at
all times.
B. Instruction: Contractor shall provide on -site instruction of appropriate separation, handling and
recycling, salvage, reuse and return methods to be used by all parties at the appropriate stages
of the work.
C. Separation Facilities: Contractor shall lay out and label a specific area to facilitate separations
of materials for potential recycling, salvage, reuse and return. Recycling and waste bin areas are
to be kept neat and clean, and clearly marked in order to avoid contamination of materials.
D. Hazardous Wastes: Hazardous wastes shall be separated, stored and disposed of according
to local regulations. Refer to Section 02080, Hazardous Material Removal.
E. Application for Progress Payments: Contractor shall submit with each Application for Progress
Payment a summary of waste generated by the Project. The summary shall contain the following
information.
1. Amount (in cubic yards) of material landfilled from the Project, the identity of the
landfill, the total amount of tipping fees paid and the total disposal cost.
2. Amount (in cubic yards) of each material recycled, reused on the jobsite, salvaged or
returned. Include the transportation cost, the amount of money paid or received for the
recycled or salvaged material and the net total cost or savings of recycled or salvaged
materials.
F. Final Report: Contractor shall submit a final report when all waste material has been removed
or reused on site and final cleaning has taken place. The report shall state what percentage by
weight of construction, demolition and land clearing waste has been diverted from landfill
disposal.
Services Agreement -
Deconstruction of 220 N Howes & 225 Maple Street Page 52 of 62
G. Salvage may include donation of the material to charitable organizations if acceptable to the
Owner.
H. Minimum required construction waste diversion rate is 75% by weight of construction,
demolition and land clearing debris.
1.06 WASTE MANAGEMENT CONFERENCE
A. Conduct conference at project site to comply with requirements in Division 1 Section "Project
Management and Coordination". Meeting shall include contractors affected by the Waste
Management Plan. Review methods and procedures related to waste management including, but
not limited to, the following:
1. Review and discuss waste management plan including responsibilities of Waste
Management Coordinator.
2. Review requirements for documenting quantities of each type of waste and its
disposition.
3. Review and finalize procedures for materials separation and verify availability of
containers and bins needed to avoid delays.
4. Review procedures for periodic waste collection and transportation to recycling and
disposal facilities.
5. Review waste management requirements for each trade.
PART 3 EXECUTION
1.01 DECONSTRUCTION/DEMOLITION WASTE MANAGEMENT PLAN IMPLEMENTATION
A. General: Contractor shall implement CWM plan as approved by the Owner.
Provide handling, containers, storage, signage, transportation and other items as required to
implement waste management plan during the entire duration of the Contract. Also refer to
Section 01715.
B. Waste Management Coordinator: Engage a waste management coordinator to be responsible
for implementing, monitoring and reporting status of waste management work plan.
C. Training: Train workers, subcontractors and suppliers on proper waste management
procedures, as appropriate for the project.
1. Distribute CWM plan to everyone concerned within three (3) days of submittal return.
2. Distribute waste management plan to entities when they first begin work on site.
3. Plan procedures and locations established for salvage, recycling and disposal.
D. Site Access and Temporary Controls: Conduct waste management operations to ensure
minimum interference with roads, streets, walks, walkways and other adjacent occupied and used
facilities.
1. Designate and label specific areas on site necessary for separating materials that are
to be salvaged, recycled, reused, donated and sold.
1.02 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled or otherwise reused, remove
waste materials from site and legally dispose of them as required by Section 01715.
END OF SECTION
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 53 of 62
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 54 of 62
SECTION 01715
WASTE REMOVAL AND RECYCLING
PART 1GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, maintain and service trash removal dumpsters and/or roll -offs.
B. Furnish, maintain and service recycling containers for deconstructed materials, and/or
waste products.
C. Related requirements specified elsewhere:
1. Conditions of the Contract.
2. Section 01010, Summary of Work.
3. Section 01710, Cleaning.
4. Section 01714, Deconstruction Waste Management: Project goal for
construction waste diversion.
5. Section 02070, Selective Demolition.
6. Section 02080, Hazardous Material Removal.
1.02 DISPOSAL REQUIREMENTS
A. Conduct disposal operations to comply with applicable codes, ordinances, regulations
and antipollution laws.
B. Deconstruction waste management shall be provided in accordance with the
approved deconstruction waste management plan specified in Section 01714.
C. Disposal of waste materials, debris and rubbish shall be at a commercially -operated
recycling center, legal dumpsite or landfill.
1. Contractor shall be responsible for all dump fees and expenses associated
with hauling materials to the landfill.
PART 2 PRODUCTS
1.01 WASTE REMOVAL CONTAINERS
A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll -off
dumpsters for the collection of waste materials, debris and rubbish, in quantities
sufficient for the Work.
1. Dumpsters shall be provided with tightly fitted covers to prevent debris from
being blown out.
2. Roll -offs shall not be required to be covered, but shall be serviced
frequently enough to prevent debris from accumulating and being blown out.
B. Location of roll -offs and trash dumpsters shall be as arranged at the Pre -Construction
Conference.
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Deconstruction of 220 N Howes & 225 Maple Street Page 55 of 62
1.02 RECYCLED MATERIALS CONTAINERS
A. General: Refer to Sections 01010 and/or 01714, for specified goal for construction
waste diversion.
B. Individual recycling containers shall be maintained as required to meet the
Contractor's construction waste management plan. General contractor shall be
responsible for ensuring proper separation of recycled materials and delivery to
acceptable recycling centers.
PART 3 EXECUTION
1.01 RECYCLING DECONSTRUCTION AND DEMOLITION WASTE
A. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives
received for recycling waste materials shall accrue to the Owner unless stipulated
elsewhere in the specifications.
C. Procedures: Separate recyclable waste from other waste materials, trash, and debris.
Separate recyclable waste by type at Project site to the maximum extent practical.
1. Provide appropriately marked containers or bins for controlling recyclable
waste until they are removed from Project site. Include list of acceptable and
unacceptable materials at each container and bin.
2. Inspect containers and bins for contamination and remove contaminated
materials if found.
3. Remove recyclable waste off of Owner's property and transport to
recycling receiver or processor.
1.02 DISPOSAL OF WASTE AND RECYCLED MATERIALS
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris resulting from
deconstruction operations, as specified in Section 01710.
B. Maintain parking areas, access drives and city streets clean from mud and other
debris.
C. Remove recycling, waste materials, debris and rubbish from the site periodically and
dispose of at legal commercial recycling centers, dump sites or landfills away from the
site.
END OF SECTION
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 56 of 62
SECTION 02200
EARTHWORK
PART 1 —GENERAL
1.01 RELATED DOCUMENTS:
A. The General Contract Conditions, Drawings, and Division —
Specification Sections apply to Work of this section.
1.02 SUMMARY:
A. Work Included: Provide excavation, regarding, filling, backfilling, compaction, hauling, and
legal off -site disposal of spoil materials to meet the required lines and grade as specified to
complete the work.
B. Related Work:
1. Erosion and Sedimentation Control — Section 01565
2. Selective Building Demolition — Section 02070
3. Excavating and Backfilling of Trenches — Section 02221.
1.03 DEFINITIONS:
A. Excavation consists of removal of material encountered to subgrade or over -excavation
and subsequent disposal or placement of materials removed.
B. All excavation will be considered unclassified regardless of the nature of material
encountered.
C. Unauthorized excavation consists of inadvertent or purposely removing materials beyond
indicated subgrade elevations or dimensions without specific direction of the Project
Manager. Unauthorized excavation, as well as remedial work resulting from
unauthorized excavation shall be at Contractor's expense.]
D. Removal of unsuitable material and its replacement as directed will be paid on basis of
Conditions of the Contract relative to changes in work.
E. Subgrade: The undisturbed earth or the compacted soil layer immediately below
proposed pavement topping materials.
F. Structure: Walls, foundations, slabs, pavement or other manmade stationary features
occurring above or below ground surface.
G. Structural Fill: The term "structural fill", as used herein, includes soil materials used for
general site filling under pavements or structures.
H. Unclassified Excavation: The term "unclassified excavation', as used herein, includes the
excavation of all materials required for the work obtained within construction limits of
project, including bedrock, surface boulders, wasted sections of concrete, asphalt or other
debris.
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Deconstruction of 220 N Howes & 225 Maple Street Page 57 of 62
1.04 QUALITY ASSURANCE:
A. Codes and Standards: Comply with all applicable local, state and Federal rules,
regulations and ordinances concerning sloping of excavation, trenching and safety of
workers, including the latest version of OSHA requirement.
B. Testing Agency: All testing required to determine compliance for the work of this section
will be done by the City's testing agency and as specified in Section 01400. Correct
deficiencies before placing additional embankment.
1.05 PROJECT CONDITIONS:
A. Existing Utilities: The Contractor shall contact all public utility companies and determine
the location of all existing underground utilities prior to proceeding with deconstruction work.
All work performed in the area of public utilities shall be performed according to the
requirements of these agencies. The Contractor shall be responsible for locating any
existing utility (including depth) which may conflict with the proposed deconstruction. The
Contractor shall contact Utility Notification Center of Colorado (800) 922-1987 and other
local utilities for existing utility locations. The Contractor shall protect, at his own
expense, all existing utilities and be responsible for their repair if they are damaged
during deconstruction/demolition.
B. Use of Explosives: Use of explosives is not permitted.
C. Protection of Persons and Property: Barricade open excavations occurring as part of this
work and post with warning lights.
I. Operate warning lights as recommended by authorities having jurisdiction.
2. Protect structures, utilities, walkways, pavements, and other facilities from
damage caused by settlement, lateral movement, undermining, washout, and
other hazards created by earthwork operations.
D. Environmental Requirements: Blasting is not permitted. Employ jack hammering and
other loud noises and methods sparingly; comply with all applicable noise abatement
ordinances or regulations. Onsite burning is not allowed.
E. Existing Benchmarks: Carefully preserve and maintain existing benchmarks,
vertical/horizontal control, monuments, property line pipes and pins, and other reference
points. If disturbed or destroyed, restore or replace at no additional cost to the City.
PART 2 PRODUCTS
2.1 SOIL MATERIALS:
A. General: All fill material, regardless of intended use category, must be clean and free
from organic matter, roots, brush or other vegetation, trash, debris or other detrimental
substances, and rocks or unbroken lumps larger than 3 inches. Project Manager to
approve material prior to placement.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 58 of 62
B. Structural Fill: Existing soils obtained from on -site excavations, including granular or
aggregate base course from removed pavements shall be free of organic matter or any
other deleterious substances. If sufficient materials meeting the above requirements are
not available from on -site sources, provide additional material obtained from off -site
sources and approved by the City.
PART 3 — EXECUTION
3.01 EXAMINATION:
A. Verification of Conditions: Examine areas and conditions under which the work of this
Section will be performed. Do not proceed with the work until unsatisfactory conditions
have been corrected.
3.02 GENERAL PROCEDURES:
A. Existing Utilities: Locate existing underground utilities in areas of the work. If utilities
are to remain in -place, provide protection during earthwork operations. Should uncharted
or incorrectly charted piping or other utilities be encountered during excavation, consult
Project Manager immediately for direction. Cooperate with utility companies in keeping
respective permanent and temporary utility services and facilities in operation. Repair
damaged utilities to the satisfaction of the appropriate utility company.
B. Protect of Persons and Property: Provide all necessary measures to protect workmen and
passersby. Barricade open excavations occurring as part of the work, as required by
municipal or other authorities having jurisdiction.
C. Erosion Control shall be maintained during all phases of site excavation and site
development and maintained throughout the deconstruction/demolition period in order to protect
adjacent properties, streets, and storm sewers from erosion and sediment runoff during
the deconstruction/demolition process. Do not commence excavation and grading work until
erosion control measures are in place. Contractor shall be responsible for maintaining erosion
control measures throughout construction. Frequent monitoring, cleaning and other work
required for proper operation shall be Contractor's responsibility. Contractor shall
modify/replace all erosion control measures to fit field conditions after continual
monitoring by Project Manager.
3.03 GROUND SURFACE PREPARATION:
A. Complete clearing and grubbing operations in accordance with Section 02110. Where
new material is to be placed on compacted subgrade, scarify ground surface until surface
is free from ruts, hummocks or other uneven features, which would prevent uniform
compaction and bond between old and new material.
B. Prior to placing asphalt or concrete pavement, the entire subgrade shall be scarified to a
depth of 8 inches. Adjust moisture content and compact as hereinafter specified.
3.04 STRIPPING AND STOCKPILING TOPSOIL:
A. Strip all topsoil from the excavation zone for new facilities (4" depth for all disturbed
areas). Stockpile topsoil in locations indicated on the Drawings or as directed by the
Project Manager.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 59 of 62
Program procedures to undertake pre -employment screening of job applicants while this
Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing
work under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider
has actual knowledge that the subcontractor is employing or contracting with an illegal alien;
and
2. Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider shall not terminate
the contract with the subcontractor if during such three days the subcontractor provides
information to establish that the subcontractor has not knowingly employed or contracted with
an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course of an
investigation that the Department undertakes or is undertaking pursuant to the authority
established in Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the
duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this
Agreement is so terminated, Service Provider shall be liable for actual and consequential
damages to the City arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider
violates this provision of this Agreement and the City terminates the Agreement for such breach.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 6 of 62
3.05 EXCAVATION:
A. All excavation shall be considered unclassified, including excavation to subgrade or
trench elevations as indicated, regardless of character of materials and obstructions
encountered.
B. Stability of excavations: Comply with local codes, ordinances, and requirements of
agencies having jurisdiction to include the latest revision to OSHA standards.
C. Excavation for Pavements: Cut surface under pavements to comply with crosssections,
elevations and grades as indicated within a tolerance of plus or minus 0.1 foot.
3.06 DEWATERING:
A. Wherever possible, prevent surface water and subsurface or groundwater from flowing
into excavations and from flooding the project site and surrounding area.
B. Contractor shall be required to dewater excavated areas by pumping, or otherwise control
the water so that the project can be maintained in accordance with these specifications. Any
controlling of the water must be performed in such a manner that adjacent properties are not
damaged. Repairs shall be at the Contractor's expense.
C. Damage to adjacent property that results from the Contractor's alteration of any surface
drainage, ground water flows or pumped water shall be repaired by the Contractor at no
additional cost to the City.
3.07 SPECIAL CONDITIONS
A. Dust Control: Provide dust control to alleviate dust nuisance to the public, to adjacent
properties and other work underway at the project site.
B. Unanticipated Conditions: Notify the Project Manager immediately upon finding
subsurface or other conditions which cannot be reasonably BE ASSUMED
assumed. Secure Project Manager's instructions before proceeding with further work in such
areas.
C. Unsatisfactory Soils: Remove or otherwise correct unsanitary, sour, or otherwise
unsatisfactory soil. Remove contaminated or unsuitable material from under paved areas.
3.08 FILL AND BACKFILL
A. General: Place soil material in layers to required subgrade elevations, for each area
classification listed below, using materials specified in this Section.
I. Under grassed areas, use satisfactory excavated or borrow material.
2. Under walks and pavements, use satisfactory excavated or borrow materials, or a
combination to meet structural rill requirements.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 60 of 62
B. Backfll excavations as promptly as work permits, but not until completion of the
following:
1. Inspection, testing, approval, and recording locations of underground utilities
have been performed and recorded.
2. Removal of all trash and debris from excavation.
3.09 PLACEMENT AND COMPACTION:
A. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials around
surface prior to placement of fills.
B. Place backfill and fill materials in layers not more than 18 inches in loose depth for
material compacted by heavy compaction equipment.
C. Before compaction, moisten or aerate each layer as necessary to provide optimum
moisture content. Compact each layer to required percentage of maximum dry density or
relative dry density for each area classification. Do not place backfill or fill material on
surfaces that are muddy, frozen, or contain frost or ice.
D. Under landscape areas (top 12"): 85 percent of maximum standard Proctor dry
density at moisture content within 2 percent of optimum (ASTM D 698).
RKDZtl=- 031►1"
A. General: Uniformly grade areas within project limits of grading under this section,
including adjacent transition areas. Smooth finished surface within tolerances specified by the
City Project representative. Under no circumstances shall variations from specified grade
elevations create any pending or retention of water on intermediate pavement levels, or finished
surfaces.
END OF SECTION
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 61 of 62
EXHIBIT B
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work under
this bid, the Service Provider shall furnish the City with certificates of insurance showing the
type, amount, class of operations covered, effective dates and date of expiration of policies, and
containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially altered,
except after ten (10) days written notice has been received by the City of Fort Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its option,
may take out and maintain, at the expense of the Service Provider, such insurance as the City
may deem proper and may deduct the cost of such insurance from any monies which may be
due or become due the Service Provider under this Agreement. The City, its officers, agents
and employees shall be named as additional insureds on the Service Provider's general liability
and automobile liability insurance policies for any claims arising out of work performed under
this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's employees
engaged in work performed under this agreement:
Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile liability
insurance as will provide coverage for damage claims of personal injury, including
accidental death, as well as for claims for property damage, which may arise directly or
indirectly from the performance of work under this Agreement. Coverage for property
damage shall be on a "broad form" basis. The amount of insurance for each coverage,
Commercial General and Vehicle, shall not be less than $500,000 combined single limits
for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall be
responsible for any liability directly or indirectly arising out of the work performed under
this Agreement by a subcontractor, which liability is not covered by the subcontractor's
insurance.
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 62 of 62
1212612012 17:03 ALPINE DEMOLITION (FAX)3039400868 P.002I002
� ¢!� CERTIFICATE OF LIABILITY INSURANCE DAM IMWUOfYW1712fM12
MMCERnFmAW IS JMUEDAS A MATrERGF INFORMATION ONLY AND CONFERS NORN;ItTS UPON ME CERTIFICATE HOLDER. THISVLKIte"Ic uuaa rwl nrr,rtrvwi,rc,., u„
NEGATIVELY AMEND, EXTENDORALTER THE COVERAGE AFFOREO BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT DONSTITUTE A CONTRACT BETWEEN
THE INSSUINO INSWER(S),AUTHORIiED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER,
IMPWANT. N the cenincAte holder Is an ADDDI NAL INSURED, Bea pwicy(led) must be endowed. SUOROOATION IS WANED, subject W the mane and condltfom of the policy,
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PRODUCER
Hackett lr=anca Agency
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8080 Ralslun Road -
CONTACTNAME:
PHONE(NO,No): FAX I", No):
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PRODUCER CUSTOMOR IDS
Arvada CO 80002
(303)020-8061 �, i
INSURERS AFFORDING COVERAGE
NAIC #
INSURED
INSURER A: COhmy TABaTanee Company
INSURER B: EvaostuaTmatunceCornpany
Alpine Demoliden, Inc.
INSURERC: AmeriotDSafetyRisk
5790W.5eAve C
ATVaJa, CO $0002
WSURERD: Great American insurance ColnpaDY
INSURER E!
COVERAGES CERTIFICATE NUMBER:
REVISION NUMBER:
rHla rq Tn CFPTIh THAT THP PnI IMPS nP INSURANCE I ISTFD BELOW HAVE BEEN ISSUED
TO THE INSURED WShO ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY RECUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
TR°�
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❑—
GEN'L AGGREGATE LIMIT APPLIES PER:
❑ POLICY® PROJECT❑ LOC
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3-28-12
3.28-13
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$1,000,000
DAMAGE TORENTEO
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$1,000,000
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$2,000,000
PROWCTS-cAMPIOP AGO
$2,000,WO
❑AUTOMOBILE
LIABILITY
❑ANY AUTO
❑ ALL OWNED AUTOS
❑SCHEWLED AUTOS
❑ HIREOAtITOS
❑ NONOWNEDAUTOS
❑-
COMBINED SINGLE LIMB
(EachO unvm-)
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❑ LLIAB1L11-TITS COMPENSATION AND EMPLOYERS ❑ TORYUMITS ❑ ER
ANY PROPRIETORMARTNERIEXECU-TIVE EA. EACH ACCIDENT $
OFFIC£RUMEMBER EXCLUDED?
NYw•deeenbe under E.L. DISEASE. EA EMPLOYEE $
SPECIAL PROVISIONS below YN E.L. DISEASE -POLICY UMIT $
C ® OTHER ENVII8323-1 8-15.12 8-15-13 $5,000,000
rouuti9n
Contractors Equipment UVTV6-40-96- 11-13-12 11-13-13 $714,000
03 1 $2500 Ded,
DESCRIPTION OF OPERATIONS f LOCATIONS) VEHICLES ( Breach ACORD, 101. Addittona) Ramerke schedule, If mare apace to requIreu)
CerSFlPab hold., c odditlanal Inwred an d prima,y and non =Mrfbulory bccc web waiver of dahb ardomamont when required by conbaot and loss payec. The umbrAea liebildy
Insurance Shall apply on a "quote folloWng farm baBle to the underlying poilclea.
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W ACCORDANCE WITH
City of Fort Collins THE POLICY PROvsroNe.
215 N Mason Street AUTOO PRESEWATNE
F1 Collins, CO 80524 ��� �_,,
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:
—to James-9 'NeillII,CPP NIGP
Director of Purchasing and Risk Management
ATT ST:
CORPORATE SECRETARY
Date: / 2 --2 - — 1
ALPINE
In
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PRINT NAME
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CORPORATE PRESIDENT OR VICE PRESIDENT
Date: t2j 2t, o l t 2
(Corporate Seal)
Services Agreement
Deconstruction of 220 N Howes & 225 Maple Street Page 7 of 62
D E M O L I T I O N
LIC
December 17. 2012
CITY OF FORT COLLINS
Operation Services PMPD
300 Laporte Avenue, Building B
Fort Collins, Colorado 80521
ATTN: Mr. Steve Seefeld SSEEFELDQfcgov.com
RE: 225 Maple Street and 220 North Howes Street
Fort Collins, Colorado 80521
Mr. Steve Seefeld,
Thank you for the opportunity to provide you pricing for the above mentioned project. Alpine
Demolition Inc. is pleased to provide you a detailed proposal including our Statement of
Qualifications (SOQ), previous project experience and Safety Documents.
SCOPE OF DEMOLITION WORK:
Demolition, deconstruction, transportation, recycling and disposal of two existing one story free
standing maintenance shops located at 225 Maple Street and 220 North Howes Street Fort
Collins, Colorado. 225 Maple Street is a 2,390 sq. ft. masonry structure with a wood framed
roof system and a concrete slab on grade floor. 220 North Howes Street is a 14,000 sq. ft. pre-
engineered metal building with masonry exterior walls and a concrete slab on grade floor.
5790 West 56th Ave. Unit C. Arvada, Colorado 80002 O: 303-421-3366 F: 303-940-0868
www.alpinedemolition.com
Services Agreement
Deconstruction of 220 N Howes 8 225 Maple Street Page 8 of 62
1.L9U kuI1
D E M O L I T I O N
k e cyc li n9 L L C
The foundation systems are concrete grade beams with drilled piers and/or concrete spread
footings. Our proposal is for the demolition, deconstruction, transportation, recycling, and
disposal of the buildings only and does not include any site demolition other than that which is
required to remove the building foundation systems.
Demolition and or abandonment of underground wet utilities within T-0" of building line. Site
excavation within 5-0" of building line. We have included in our proposal the following items:
• Remove and recycle ferrous and non-ferrous metals
• Remove and recycle wood and steel frame structures
• Remove and recycle concrete Floor slabs
• Remove and recycle CMU and brick exterior walls
• Remove and recycle concrete foundation walls and footings
• Drilled concrete piers will be removed to a depth of V-0" below the concrete grade
beams
• All recycle materials and salvage items will become property of Alpine Demolition
• Cut and cap sanitary sewer line within 5'-0" of building line
• Cut and crimp water line within T-0" of building line
• Cut and cap storm sewer within 5'-0" of building line
• Grade building area clean with existing soils and soils to be provided by the City of Fort
Collins
• Recovery of CFC containing refrigerants from roof top mounted HVAC equipment
• Remove all ballasts and exit signs
• Insurance
• One Mobilization/Demobilization
• Equipment Costs
• Labor
• Permits
• Trucking and Disposal
• Temporary site fencing during deconstruction and demolition
• Temporary sanitary facilities during deconstruction and demolition
• Remove existing underground sand and oil interceptor and turn over to City of Fort
Collins for reuse
• Saw cutting of asphalt at sand and oil interceptor
• Backfill sand and oil interceptor excavation
5790 West 56th Ave. Unit C. Arvada, Colorado 80002 O: 303-421-3366 F: 303-940-0868
www.alpinedemolition.com
Services Agreement
Deconstruction of 220 N Howes 8 225 Maple Street Page 9 of 62