HomeMy WebLinkAboutBID - 6055 HARMONY ZIEGLERHarmony and Ziegler Road Improvements
Date: May 14, 2007
HARMONY AND ZIEGLER ROAD IMPROVEMENTS
FRONT RANGE VILLAGE DEVELOPMENT
The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract.
The following General Requirements supplement these General Conditions.
PROJECT GENERAL REQUIREMENTS
TABLE OF CONTENTS
SECTION
PAGE
01010
SUMMARY OF WORK............................................................................................
General Reqs.
2-3
01040
COORDINATION.....................................................................................................
General Reqs.
4-5
01310
CONSTRUCTION SCHEDULES.............................................................................
General Reqs.
6-7
01330
SURVEY DATA — (Contractor Supplied).................................................................
General Reqs.
8
01340
SHOP DRAWINGS...................................................................................................
General Reqs.
9-11
01410
TESTING...................................................................................................................
General Reqs.
12-13
01510
TEMPORARY UTILIITIES......................................................................................
General Reqs.
14
01560
TEMPORARY CONTROL.......................................................................................
General Reqs.
15-16
01570
TREE PROTECTION...............................................................................................
General Reqs.
17-18
01580
TRAFFIC REGULATION — (Contractor Supplied) .................................................
General Reqs.
19-20
01700
CONTRACT CLOSEOUT........................................................................................
General Reqs.
21
01711
SITE CLEANUP.......................................................................................................
General Reqs.
22
01720
PROJECT RECORD DOCUMENTS.......................................................................
General Reqs.
23
General Reqs. - 1
Harmony and Ziegler Road Improvements
SECTION 01010
SUMMARY OF WORK
1.1 DESCRIPTION OF WORK
A. The Work shall consist of the construction of the outlined improvements:
BID NO.
Date: May 14, 2007
1. Harmony Road: Improvements for widening Harmony Road from Union Pacific Railroad Tracks
on Harmony and going east past the Harmony and Ziegler Intersection to Technology Parkway. The
improvements for this project will widen Harmony Road to 6-lane arterial road standards. The work
will include widening the existing asphalt, installing landscaped medians, and installing a Portland
Cement Concrete intersection at Harmony and Ziegler. Median inlets and storm sewer pipe will also
be installed to drain the road surface. Harmony Road paving will consist of full depth pavement
sections and leveling courses on the existing wearing surface. Harmony Road will not have an
asphalt overlay with this contract.
2. Ziegler Road: Improvements for widening Ziegler Road from Harmony Road to Horsetooth. The
improvements for this project will widen Ziegler Road to a 4-lane arterial arterial standard. The
work will consist of removal of curb and gutter, concrete sidewalk, pipe of various sizes, and
installing new vertical curb and gutter, inlets, sidewalk, and landscaped medians. Ziegler Road
paving will consist of full -depth paving in the widened areas and a minor asphalt overlay.
B: Protection and Restoration.
1. Replace to equal or better conditions all items removed and replaced or damaged during construction.
2. Restore all areas disturbed to match surrounding surface conditions.
3. The Owners Field Representative must approve the condition of all replaced and/or restored areas
prior to final payment
1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES
The following items shall be coordinated between the Contractor and the Owners Field Representative.
A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies
when prosecution of the Work may affect them.
B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is
necessary to temporarily deny access or services.
C. Contact utilities at least 48 hours prior to excavating near underground utilities.
D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed
scope of work schedule and any items, which would affect their daily operation.
E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's
convenience.
General Reqs. - 2
Harmony and Ziegler Road Improvements
UTILITIES
Water:
Storm Sewer:
Sanitary Sewer:
Electric:
Gas/Electric:
Telephone:
Traffic Operations:
Cable Television:
Railroad Crossings
PRPA
Irrigation
*Utility Locates
AGENCIES
City of Fort Collins
City of Fort Collins, Colorado
City of Fort Collins
City of Fort Collins
Xcel Energies
Qwest Communications
City of Ft. Collins, Colorado
Comcast Cable
Omni Tracks -Great Western Railroad
PRPA
Cargill Specialty Ganola Oils
Under A One -call @ system
Occupational Safety & Health Administration
Poudre Fire Authority
City of Fort Collins Police Department
Larimer County Sheriffs Department
Postmaster: US Postal Service
Ambulance: Poudre Valley Hospital
Transportation:
(OSHA):
844-3061
Non -Emergency:
221-6581
Non -Emergency:
221-6550
Non -Emergency:
221-7177
Bill Adams:
225-4111
Non -Emergency:
484-1227
Transfort:
221-6620
Traffic Engineering:
221-6630
END OF SECTION
General Reqs. - 3
Date: May 14, 2007
221-6700
2216700
221-6700
221-6700
225-7847
377-6411
221-6630
484-7166
1-303-398-4505
229-5222
219-2462
1-800-922-1987
Emergency: 911
Emergency: 911
Emergency: 911
Emergency: 911
Harmony and Ziegler Road Improvements
SECTION 01040
COORDINATION
1.1 GENERAL CONTRACTOR RESPONSIBILITIES
Date: May 14, 2007
A. Coordinate operations under contract in a manner, which will facilitate progress of the Work. The
Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is
separate from the General Contractor's contract.
B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and
manner of performance of operations which affect the service of such utilities, agencies, or public safety.
C. Coordinate operations under contract with utility work to allow for efficient completion of the Work.
D. Coordinate all operations with the adjoining property owners, business owners, and surrounding
neighborhoods to provide satisfactory access at all times and keep them informed at all times.
E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment,
pipe and other material and equipment.
F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times.
G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives.
H. Provide and maintain temporary approaches or crossings at streets and residences.
1.2 SCHEDULE AND MILESTONES
The Contractor shall submit a detailed project schedule showing milestones and the critical path for
Harmony and Ziegler Road Improvements — Front Range Development Project. This schedule shall be
agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties.
Significant Milestone: Sunday, August 19, 2007
The following improvements must be completed prior to the beginning of the 2007 Fall school year:
A. The concrete intersection at Ziegler/Harmony needs to be reopened to all traffic movements. Any
remaining work in the intersection will have to utilize lane drops while maintaining through and
turning movements at the intersection.
B. The Corbett/Harmony intersection needs to be reopened to all traffic movements. Any remaining
work at the intersection will have to utilize lane drops while maintaining through and turning
movements at the intersection.
C. At a minimum, Harmony Road and Ziegler Road need to be maintained as one lane each direction
at all times after August 19, 2007.
The progress schedule shall be monitored closely during construction and may be updated by written
agreement of the parties as changes occur in the project progress. If the milestones are not met, the Owner
may utilize the remedies provided in paragraph 15.6 of the Supplementary Conditions as well as any other
remedy provided by the Contract Documents or provided by law or equity. The Owner may also assess
liquidated damages as outlined in Article 3, Section 3.2 of the Agreement.
General Reqs. - 4
Harmony and Ziegler Road Improvements
1.3 CONFERENCES
Date: May 14, 2007
A. A Pre -construction Conference will be held prior to the start of construction.
1. Contractor shall participate in the conference accompanied by all major Subcontractors.
2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to
project.
3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval.
4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval.
5. The Engineer shall invite all utility and irrigation companies involved.
6. The Utilities will be asked to designate their coordination person, provide utility plans, and their
anticipated schedules.
7. The Engineer shall introduce the Project Representatives.
B. Additional project coordination conferences will be held prior to start of construction for coordination of
the Work, refining project schedules, and utility coordination.
C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the
Contractor's operations affect, or are affected by, the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Engineer.
1.4 PROGRESS MEETINGS
A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at
other times as requested by the Engineer or required by the progress of the Work.
B. Attendance shall include:
1. Contractor and Superintendent.
2. Owner's Representatives.
3. Engineer and Project Manager.
4. Others as may be requested by Contractor, Engineer or Owner.
C. Minimum agenda shall include:
1. Review of work progress since last meeting.
2. Identification and discussion of problems affecting progress.
3. Review of any pending change orders.
4. Revision of Construction Schedule as appropriate.
5. Review Milestone Schedule.
6. Discuss the work scheduled for the next two weeks.
7. Discuss the surveying needed for the next week.
D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the
participants.
E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the
progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets,
when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures
accurate monthly project pay estimates.
END OF SECTION
General Reqs. - 5
Harmony and Ziegler Road Improvements
SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL
Date: May 14, 2007
A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review
of tentative schedule by parties attending the pre -construction conference. This schedule will show how
the contractor intends to meet the milestones set forth.
1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
1.2 FORMAT AND
A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual
progress.
B. Submit two copies of each schedule to Owner for review.
1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the
Work with the needs of Owner or others.
C. The schedule must show how the street, water line, concrete and paving work will be coordinated.
1.3 CONTENT
A. Construction Progress Schedule.
1. Show the complete work sequence of construction by activity and location.
2. Show changes to traffic control.
3. Show project milestones.
B. Equipment, Materials and Submittals schedule.
1. Show delivery status of critical and major items of equipment and materials.
2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for
equipment and materials, reference Section 01340.
1.4 PROGRESS REVISIONS
A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen,
when requested by Owner or Engineer, and with each application for progress payment.
B. Show changes occurring since previous submission.
1. Actual progress of each item to date.
2. Revised projections of progress and completion.
C. Provide a narrative report as needed to define:
1. Anticipated problems, recommended actions, and their effects on the schedule.
2. The effect of changes on schedules of others.
General Reqs. - 6
Harmony and Ziegler Road Improvements
1.5 OWNER'S RESPONSIBILITY
Date: May 14, 2007
A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting
the Contractor in coordinating the Work with the needs of the Project.
B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods,
techniques, sequences and procedures of construction as provided in the General Conditions.
END OF SECTION
General Reqs. - 7
Harmony and Ziegler Road Improvements
SECTION 01330
SURVEY DATA
1.1 SURVEY REQUIREMENTS
Date: May 14, 2007
A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible
to provide the surveying required on this project.
B. The Owner will make the projects CAD drawings available to the Contractor upon request.
C. The Contractor must submit a survey request to the Surveyors a minimum of 48 hours prior to needing
surveying work done.
D. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the
survey personnel shall notify the contractor with the date on which the requested work will be completed.
E. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work
overtime, the Contractor shall pay the additional overtime expense.
F. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a
survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and
allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for
the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument.
G. The Contractor shall be responsible for transferring the information from the construction stakes to any
necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other
structures and items in accordance with the information on the stakes and grade sheets supplied by the
Owner.
END OF SECTION
General Reqs. - 8
Harmony and Ziegler Road Improvements
SECTION 01340
SHOP DRAWINGS
1.1 GENERAL
Date: May 14, 2007
A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections.
1. The Engineer will not accept Shop Drawings or other submittals from anyone but the Contractor.
B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by the Engineer prior to
the time set forth in the approved schedule will be reviewed at any time convenient to the Engineer before
the time required by the schedule.
C. Any need for more than one resubmission, or any other delay in obtaining the Engineer's review of
submittals, will not entitle the Contractor to an extension of the Contract Time, unless delay of the Work is
directly caused by failure of the Engineer to return any scheduled submittal within 10 days after receipt in
his office of all information required for review of the submittals or for any other reason which prevents the
Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together
will not entitle the Contractor to an extension of Contract Time or an increase in Contract Price.
D. Resubmit a corrected submittal if errors are discovered during manufacture or fabrication.
E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals,
stamped by the Contractor and properly marked by the Engineer, are at the site and available to workmen.
F. Only use Shop Drawings which bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of
the Work.
Review status designations listed on Engineer's submittal review stamp are defined as follows:
1. NO EXCEPTION TAKEN
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work.
Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the
submittal are to be transmitted for final distribution.
2. REVISE AS NOTED
Signifies material or equipment represented by the submittal conforms to the design concept, complies with
the information given in the Contract Documents and is acceptable for incorporation in the Work in
accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with
Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned
submittal or written in the letter of transmittal.
3. REJECTED
Signifies material or equipment represented by the submittal does not conform to the design concept or
comply with the information given in the Contract Documents and is not acceptable for use in the Work.
Contractor is to submit submittals responsive to the Contract Documents.
General Reqs. - 9
Harmony and Ziegler Road Improvements
Date: May 14, 2007
4. FOR REFERENCE ONLY
Signifies submittals which are for supplementary information only; pamphlets, general information sheets,
catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in
design, operation, or maintenance. But these submittals do not constitute a basis for determining that items
represented thereby conform to the design concept or comply with the information given in the Contract
Document. The Engineer reviews such submittals for general information, but not for substance.
1.2 SUBMITTAL REGISTER
A. The Contractor shall complete the Submittal Register and submit with the Final Construction Schedule
submittal. The Contractor must resubmit an updated Submittal Register with each application for progress
payment. A format of the Submittal Register is provided below, Contractor should reproduce this format,
(or an approved alternate) for this register.
B. Instructions for Completing the Submittal Register:
Column 1: References, specification section, and paragraph in which submittal is requested. This will be
done for each item of equipment or material.
Column 2: Describe types of submittal required, i.e., shop drawing, certificate, etc.
Column 3: List the material or item for which submittal is required.
Column 4: Contractor shall provide the date that he intends to make each submittal.
Column 5: Contractor shall provide that date by which each submittal must be approved to accomplish
timely incorporation into the project.
Column 6: Contractor shall provide the mailing date of the initial submittal made to the Owner.
Column 7: Contractor shall record the review action of the Owner to the last submittal for the item,
equipment, or material.
Column 8: Contractor shall record the mailing date of subsequent submittal for each item, equipment,
and material until submittal is accepted by Owner.
Column 9: Contractor may record remarks as necessary to coordinate with other submittal or provide
necessary information.
1.3 SHOP DRAWINGS
A. Include the following information as required to define each item proposed to be furnished.
1. Detailed installation drawings showing foundation details and clearances required for construction.
2. Relation to adjacent or critical features of the Work or materials.
3. Field dimensions, clearly identified as such.
4. Applicable standards, such as ASTM or Federal Specification numbers.
5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance
characteristics and capacities, and other information specified or necessary:
a. For Engineer to determine that the materials and equipment conform to the design concept and
comply with the intent of the Contract Documents.
b. For the proper erection, installation, and maintenance of the materials and equipment which
Engineer will review for general information but not for substance.
c. For Engineer to determine what supports, anchorages, structural details, connections and services
are required for materials and equipment, and the effect on contiguous or related structures,
materials and equipment.
6. Complete dimensions, clearances required, design criteria, materials of construction and the like to
enable Engineer to review the information effectively.
General Reqs. -10
Harmony and Ziegler Road Improvements
Date: May 14, 2007
B. Manufacturer's standard drawings, schematics and diagrams:
1. Delete information not applicable to the Work.
2. Supplement standard information to provide information specifically applicable to the Work.
C. Format.
1. Present in a clear and thorough manner.
2. Minimum sheet size: 8 1/2" x 11 ".
3. Clearly mark each copy to identify pertinent products and models.
4. Individually annotate standard drawings, which are furnished, cross out items that do not apply,
describe exactly which parts of the drawing apply to the equipment being furnished.
5. Individually annotate catalog sheets to identify applicable items.
6. Reproduction or copies of portions of Contract Documents:
a. Not acceptable as complete fabrication or erection drawings.
b. Acceptable when used as a drawing upon which to indicate information on erection or to identify
detail drawings.
7. Clearly identify the following:
a. Date of submission.
b. Project title and number.
c. Names of Contractor, Supplier and Manufacturer.
d. Specification section number, specification article number for which items apply, intended use of
item in the work, and equipment designation.
e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract
Documents.
f. Deviations from Contract Documents.
g. Revisions on resubmittals.
h. Contractor's stamp, initialed or signed, certifying the review of submittal, verification of products,
field measurements and field construction criteria, and coordination of the information within the
submittal with requirements of the Work and the Contract Documents.
1.4 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no
delay in the Work or in the work of any other contractor.
B. Minimum number required:
1. Shop Drawings.
a. Three (3) copies minimum, two (2) copies which will be retained by Engineer.
1.5 RESUBMISSION REQUIREMENTS
A. Make corrections or changes required by Engineer and resubmit until accepted.
B. In writing, call Engineer's attention to deviations that the submittal may have from the Contract Documents.
C. In writing, call specific attention to revisions other than those called for by Engineer on previous
submissions.
D. Shop Drawings
1. Include additional drawings that may be required to show essential details of any changes proposed by
Contractor along with required wiring and piping layouts.
END OF SECTION
General Reqs. - 11
Harmony and Ziegler Road Improvements
SECTION 01410
TESTING
1.1 GENERAL
Date: May 14, 2007
A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for
collecting and forwarding samples. Do not use any materials or equipment represented by samples until
tests, if required, have been made and the materials or equipment are found to be acceptable. Any product,
which becomes unfit for use after approval hereof, shall not be incorporated into the work.
B. All materials or equipment proposed to be used may be tested at any time during their preparation or use.
Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the
testing. Products may be sampled either prior to shipment or after being received at the site of the work.
C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise
provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standards and tentative methods of the American Society for Testing Materials
(ASTM).
D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable sections of the Specifications. Any modification of, or
elaboration on these test procedures (which may be included for specific materials under their respective
sections in the Specifications) shall take precedence over these procedures.
1.2 OWNER'S RESPONSIBILITIES
A. Owner shall be responsible for and shall pay all costs in connection with testing for the following:
1. Soil tests, except those called for under Submittals thereof.
2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by
Owner.
3. Concrete tests, except those called for under Submittals thereof.
4. Asphalt tests, except those called for under Submittals thereof.
1.3 CONTRACTOR'S RESPONSIBILITIES
A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be
responsible for and shall pay all costs in connection with testing required for the following:
1. All performance and field testing specifically called for by the specifications.
2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered under
section 1.2 above.
3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to
pave, pour, or fill on schedule for any reason except by action of the Engineer.
B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require
testing.
General Reqs. -12
Harmony and Ziegler Road Improvements Date: May 14, 2007
1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM
A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests
of all items of Work, including that of his subcontractors, to ensure conformance to the functional
performance of this project. This control shall be established for all construction except where the Contract
Documents provide for specific compliance tests by testing laboratories or engineers employed by the
Owner. The Contractor's control system shall specifically include all testing required by the various
sections of these Specifications.
B. Superintendence: The Contractor SHALL employ a full time Superintendent to monitor and coordinate
all facets of the Work. Superintendent shall be on site when work is in progress (i.e. weekend work). The
Superintendent shall have adequate experience to perform the duties of Superintendent.
C. Quality Control: Contractor's quality control system is the means by which he assures himself that his
construction complies with the requirements of the Contract Documents. Controls shall be adequate to
cover all construction operations and should be keyed to the proposed construction schedule.
D. Records: Maintain correct records on an appropriate form for all inspections and tests performed,
instructions received from the Engineer and actions taken as a result of those instructions. These records
shall include evidence that the required inspections or tests have been performed (including type and
number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial
action, and corrective action taken. Document inspections and tests as required by each section of the
Specifications. Provide copies to the Engineer weekly.
END OF SECTION
General Reqs. - 13
Harmony and Ziegler Road Improvements
SECTION 01510
TEMPORARY UTILITIES
1.1 UTILITIES
A. Furnish all utilities necessary for construction.
Date: May 14, 2007
B. The Contractor will be responsible for furnishing water in reasonable amounts for execution of the
work. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Elco
Water District to select the appropriate fire hydrant and set the hydrant meter.
C. Make arrangements with Owner as to the amount of water required and time when water will be needed.
1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system.
2. Unnecessary waste of water will not be tolerated.
D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor.
1. Only Owner shall operate existing valves and hydrants.
1.2 SANITARY FACILITIES
A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and
others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at
the trailers (if office trailers are required) and a minimum of one at each project work site or as required to
accommodate the number of personnel working on site.
B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction
periods.
C. Contractor to enforce the use of such sanitary facilities by all personnel at the site.
D. Place facilities out of public view using the greatest practical extent.
END OF SECTION
General Reqs. - 14
Harmony and Ziegler Road Improvements
SECTION 01560
TEMPORARY CONTROLS
1.1 NOISE CONTROL
Date: May 14, 2007
A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in
populated areas.
B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated
in a manner to cause the least noise consistent with efficient performance of the Work.
C. Cease operation of all machinery and vehicles between the hours of 7:00 p.m. and 7:00 a.m. Due to the
aggressive schedule that this project entails, exceptions will be made. The City of Fort Collins will require
written requests for exception to be submitted to the Project Engineer 3 days prior to work.
1.2 DUST CONTROL
A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing.
B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be
kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not
be injurious to existing or future vegetation.
C. Dust control within the lime deposit area shall conform to the project's health and safety plan. At a
minimum, the lime area shall be covered as soon as possible after compaction has been obtained to
minimize surface drying and dust. Dust control for this area may involve multiple watering and/or
continuous watering to maintain a moist surface.
1.3 POLLUTION CONTROL
A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other
substances resulting from construction activities.
1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site.
2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts.
1.4 EROSION CONTROL
A. Take such measures as are necessary to prevent erosion of soil that might result from construction
activities.
Measures in ,general will include:
1. Control of runoff
2. Trapping of sediment
3. Minimizing area and duration of soil exposure
4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the
erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to
construction activities.
B. Preserve natural vegetation to greatest extent possible.
C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion.
General Reqs. -15
Harmony and Ziegler Road Improvements
Date: May 14, 2007
D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan.
1.5 SECURITY
A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities
thereon, against vandalism.
B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the
Contractor shall make good all damage resulting from his failure to provide security measures as specified.
C. Security measures will be instituted to protect owners of existing facilities during normal operation, but
will also include such additional security fencing, barricades, lighting, watchman services or other
measures as Contractor feels is required to protect the site.
END OF SECTION
General Reqs. - 16
Harmony and Ziegler Road Improvements
SECTION 01570
TREE PROTECTION
Date: May 14, 2007
A. Tree Barriers:
All trees which will be preserved, but are within the limits of construction, must be protected from all
damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fixed
in place around each tree for the duration of construction. This barrier will be placed no closer than six (6)
feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it
cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T-
posts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of
each tree. The Project Engineer or Manager must approve actual materials and location of barrier.
The movement or storage of equipment, material, debris, or fill within these required protective barriers is
completely prohibited.
In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still
be erected. However, additional padding must be placed around the trunk of each tree starting at ground
level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8)
inches thick, and made of a material strong enough to protect the bark from accidental impacts with hand
tools or power equipment.
B. Accidental Poisoning:
During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material
within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but
not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree,
within the root zone of each tree, or group of trees.
C. Root Pruning Specifications:
When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots
over three (3) inches in diameter using the following method:
1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area
at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such
as axes, stump grinders, or trenchers.
2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using
stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for
roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be
used for final root cuts.
D. Contractor shall coordinate with the Owners' Field Representative prior to and during the tree
protection erection and root pruning activities. Owners' Field Representative, at his/her opinion,
will contact the City Forester and/or City Arborist for advice and approval of the tree protection
measures taken by the Contractor and also the City's advice and approval during the root pruning
activities.
E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to
any tree preserved on this project.
General Reqs. - 17
Harmony and Ziegler Road Improvements
Date: May 14, 2007
F. Violation of Specifications and Penalties for Damagints Trees:
Any violation of these specifications will lead to penalties based on the type of violation and/or the
resulting damages, and may be grounds for the termination of this contract.
The penalties will be assessed based on the amount of damage done and the total value of that tree, or
group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will
be based on the total value of the tree as determined by the City Forestry Division staff and the severity of
the damage as a proportion of the total value of that tree. This could include up to the full value of the tree.
As an example, there are two American Elm trees to be preserved on another project. They are
valued at $7,960 and $6,667 for the south and north trees respectively. The south tree is
approximately 100 inches in circumference; therefore each inch is worth one -hundredth of the
value, or $79.60 per inch. Similarly, the north tree is 91 inches in circumference, making each
inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is
scuffed, the penalty would be $100 (the minimum allowed); if two inches are damaged, the penalty
would be $159.20 and so on up to 50% of the circumference of the trunk. If 50% or more is
damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate
how damages will be assessed).
This method of assessing penalties will be applicable to all trees not marked for removal on the
project, accidental poisoning and improper pruning.
END OF SECTION
General Reqs. - 18
Harmony and Ziegler Road Improvements
SECTION 01580
TRAFFIC REGULATION
1.1 TRAFFIC CONTROL
Date: May 14, 2007
A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is
defined as the manpower and devices necessary to channelize vehicular and pedestrian traffic through the
project. A full-time Traffic Control Supervisor will be required on the project during all construction
operations.
B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic
control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and
approved 72 hours prior to starting construction and before making each modification.
C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic
Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having
jurisdiction.
D. The traffic access/control plan limitations for handling traffic for these projects are described below.
Harmony Road: The City of Fort Collins will allow the West -Bound Harmony Road traffic to be diverted
to the East -Bound travel lanes, thus maintaining one -lane in each direction on the South
side of Harmony Road. This closure will only be allowed for 35 calendar days. The
limits of this closure are 1/4 mile east of Harmony Ziegler to 1/4 mile west of Corbett Drive.
The closure will need to be approved by the City of Fort Collins Traffic Control
Coordinator.
Harmony Road: Single lane closures will be allowed for construction of the new lane additions and
median installations. These will be for both Eastbound and West Bound traffic.
Zeigler Road: The City of Fort Collins will allow the North Bound and South Bound through movements
and left turn movements to be closed at the Harmony/Ziegler intersection until August
19, 2007. When possible, the City will require right turn movements to be allowed onto
Ziegler and/or Harmony. The closure will need to be approved by the City of Fort
Collins Traffic Control Coordinator
Zeigler Road: Single lane closures will be allowed for construction of the new lane additions and median
installations. These will be for both Northbound and Southbound traffic.
Local
Residential
Access: Local access must be maintained at all times. City of Fort Collins will coordinate with the
developers so access can be kept open.
Any modifications to the traffic control plan must be approved by the City's Traffic Control
Coordinator and the Engineer.
E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times.
The Contractor will develop an access control plan in coordination with adjacent property owners, and
submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start of any
Work. Pedestrian traffic shall be maintained at all times, utilizing temporary sidewalks when necessary.
General Reqs. -19
Harmony and Ziegler Road Improvements
Date: May 14, 2007
F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them
during the duration of the project. It will be the Contractors responsibility to coordinate and communicate
with the residents during construction.
G. The Contractor must maintain, at their cost, access to all businesses during their business hours. It will be
the Contractors responsibility to coordinate and communicate with the businesses during construction.
H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, and
other materials and equipment.
I. The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for
use at all times.
J. The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways
open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or
inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the
case of bad weather the Contractor must repair the driveways immediately following the storm and must
work to maintain access during the storm.
1.2 WORK AREA SAFETY
A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians,
and children from work area hazards.
B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence
around all excavations and drop-offs.
C. Work area safety control devices will not be paid for separately. Cost for this equipment should be
included in the lump sum cost for the work items which will require work area safety control devices.
1.3 PARKING
A. Provide suitable parking areas for the use of all construction workers and others performing work or
furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's
operations, or construction activities.
END OF SECTION
General Reqs. - 20
Harmony and Ziegler Road Improvements
SECTION 01700
CONTRACT CLOSEOUT
1.1 SUBSTANTIAL COMPLETION
Date: May 14, 2007
A. Substantial Completion for the Harmony and Ziegler Road Improvements — Front Range Development
Project shall be defined as the completion of all earthwork, pavement, concrete work, striping, signage,
landscaping, and any other pertinent items as required for this project. All driving lanes, bicycle lanes and
sidewalks must be open to traffic.
B. Substantial Completion dates or times are outlined in Section 00520 - Agreement.
1.2 FINAL COMPLETION
A. Final Completion shall be defined as the completion of all Work including cleanup, Project Record
Documents shall be turned over to the Owner, all punch list items completed, and all processing of all
change orders. The Work must be ready for final payment and acceptance.
B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement.
END OF SECTION
General Reqs. - 21
Harmony and Ziegler Road Improvements
SECTION 01711
SITE CLEANUP
1.1 GENERAL
A. Execute cleanup, during progress of the Work, and at completion of the Work.
B. Adequate cleanup will be a condition for recommendation of progress payments.
1.2 DESCRIPTION
A. Store volatile wastes in covered metal containers and dispose off site.
Date: May 14, 2007
B. Provide on -site covered containers for the collection of waste materials, debris and rubbish.
C. Neatly store construction materials, such as concrete forms, when not in use.
D. Broom clean adjacent paved surfaces and rake other adjacent surfaces.
E. The streets adjacent to the construction area shall be cleaned of debris generated by the project by the
Contractor at the earliest opportunity, but in no case shall the street be left uncleaned after the completion
of the day's work. It shall be the Contractor's responsibility to provide the necessary equipment and
materials to satisfactorily clean the roadway at no additional cost to the project. The City's Street
Department will sweep the street at an approximate hourly rate of $70.00 for a minimum of 2 hours. The
Contractor must sign a Contract with the City Street Department prior to requesting street sweeping.
If the streets are not cleaned by the Contractor within 24 hours after having been given notice from
the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the
rates listed above and will back charge the Contractor for expenses incurred.
1.3 DISPOSAL
A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams
or waterways.
B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris
and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away
from the site.
END OF SECTION
General Reqs. - 22
Harmony and Ziegler Road Improvements
SECTION 01720
PROJECT RECORD DOCUMENTS
1.1 GENERAL
A. Maintain at the site one record copy of:
1. Documents and samples called for in General Conditions 6.19.
2. Field Test Records.
3. Certificates of compliance.
1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES
Date: May 14, 2007
A. File documents and samples in accordance with the specifications section numbers.
B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
1.3 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not cover Work until required information is recorded.
C. Marking of Project Records.
1. Legible and with a dark pen or pencil.
2. Ink shall not be water based or subject to easy smearing.
D. Mark Drawings to record actual construction.
1. Field dimensions, elevations, and details.
2. Changes made by a Modification.
3. Details not on original Drawings.
4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum
of three permanent surface improvements.
5. Depths of various elements in relation to project datum.
6. Location of utilities and appurtenances concealed in the construction, referenced to visible and
accessible features of the structure.
1.4 SUBMISSION
A. Accompany submittal with transmittal letter in duplicate containing:
1. Date.
2. Project title and number.
3. Contractor's names, address, and telephone number.
4. Index containing title and number of each Record Document.
5. Signature of Contractor or his authorized representative.
END OF SECTION
General Reqs. - 23
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REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 6/5/2007
Item #
Item Description
Quantity
Unit Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment - CIP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
210-05
Relocate Meter Pit
4
EA
210-06
Relocate Fire Hydrant
11
EA
210-07
Relocate CP Test Station
7
EA
210-08
Remove and Relocate Fence
820
LF
REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 6/5/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
6
EA
304-01
lAgg Base Course - (Class 5 or 6) - 4" Depth - CIP
16751
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
120
TON
306-01
1 Reconditioning (8")
314001
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
8860
SY
403-01
Hot Bituminous Pavement — Grading S — 100 — (2" Depth) —(PG 64.28)
2033
TON
403-02
1 Hot Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64-22)
24671
TON
403-03
Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28)
5440
TON
403-04
Asphalt Leveling Course % Grading S - 100 — (PG 64-22)
2305
TON
403.05
Asphalt Hand Patching — Grading S —100 — (311) — (PG 64-22)
463
TON
403-06
Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 58.28)
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" 2" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
1 D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail)
41
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
141
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
81
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
21
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5' Type R Inlet
3
EA
604-02
10' Type R Inlet
1
EA
604-03
15' Type R Inlet
1 21
EA
604-04
18" Area Inlet
1 1
EA
REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 6/5/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-05
Inlet Type "C"
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
1 Double Type 13 Inlet
11
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
1
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes (8")
2320
SF
608-03
Pedestrian Refuge Island Ramp with Truncated Domes (8")
1380
SF
608-04
1 Sidewalk Chase - per Detail
31
EA
608-05
Concrete Drive Approach w/ Aprons (8")
8025
SF
608-06
Concrete Drive Approach (6")
1608
SF
608-07
Exposed Aggregate Median Cover- San Diego Buff
25743
SF
609-01
1 Vertical Curb and Gutter - 30"
60551
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619.01
%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow, Preventer/Pressure Reducer Assembly/Metal Screen
Cover
2
EA
619-02
1" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
ICover
11
EA
619-03
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1
EA
SUBTOTAL:
Landscaping Quantities
2000-01
Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000.06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Skyline Honey Locust 3" Cal.
19
EA
2000.08
Crimson Spire Oak - 2" Cal.
6
EA
2000-09
Burr Oak - 2" Cal.
9
EA
2000.10
Chinkapin Oak - 2" Cal.
11
EA
2000-11
SkyMaster English Oak - 3" Cal.
15
EA
2000.12
Chanticleer Pear 1.5" Cal.
33
EA
2000-13
Harrison Yellow Shrub Rose - 5 Gal.
28
EA
2000.14
Single Pink Shrub Rose - 5 Gal.
23
EA
2000-15
Native Pink Rose - 5 Gal.
35
EA
REVISED BID SCHEDULE
ADDENDUM
6055 HARMONY AND ZIEGLER ROAD IMPROVEMENTS FRONT RANGE VILLAGE DEVELOPMENT
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 6/5/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-16
Dwarf Korean Lilac - 5 Gal.
47
EA
2000-17
Bar harbour Juniper - 5 Gal.
56
EA
2000-18
1 Hughes Juniper - 5 Gal.
1421
EA
2000-19
Icee Blue Juniper
71
EA
2000-20
Dwarf Yellow Day Lily - 1 Gal.
20
EA
2000-21
Feather Reed Grass - 1 Gal.
124
EA
2000-22
Variegated Feather Reed Grass - 1 Gal.
66
EA
2000-21
Dwarf Fountain Grass - 1 Gal.
114
EA
2000-22
Mulching
39190
SF
SUBTOTAL:
Miscellaneous Quantites:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 4" letters on 48"x48"
271
EA
630-02
Variable Message Boards
20
EA per Day
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate -
Ziegler Road
Harmony Road
Item # I Item Description Quantity Unit I
Quantity Unit I
Quantity Unit
ir
201-01
Clear and Grubbing
1
LS
0.3
LS
0.7
LS
202-01
Remove Curb and Gutter
3555
LF
2925
LF
630
LF
202-02
Remove Sidewalk
14297
SF
9633
SF
4664
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
3320
SY
14000
SY
202-04
Profile Milling
3320
SY
3320
SY
Y
202-05
Remove Tree - 48"+ Diameter
4
EA
4
EA
E
202-06
Remove Tree 24" Diameter
1
EA
1
EA
202-07
IRemove Pipe
400
LF
L
10
F
202-08
Remove Inlet
2
EA
2
E
202-09
Remove Existing FES
5
EA
4
1
202-10
Remove Concrete Channel
320
L
L
32
LF
202-11
Remove Leech Field and Sceptic Tank
1
L
1
LS "
202-12
Remove Area Inlet
1
EA
EA `.
202-13
Remove Irrigation Structure
1
A
1
EA
202-14
Remove Existing Hydrant per FCLWD pets
1
EA
1
EA
202-15
Remove Headwall
2
A
2
EA
202-16
Remove Gate
EA
5
EA
202-17
Remove Retaining Wall
2
EA
EA
203-01
Unclassified Excavation
t12
C
1083
CY
CY
203-02
Embankment -CIP
CY
4950
CY
7770
CY
203-03
Borrow Suitable Fill
11637
CY
3867
CY
7770
CY
203-04
Topsoil (Striping, Stockpiling, and Placing) U
6696
CY
3211
CY
3485
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
6571
CY
CY
203-06
Median Fill -60140 Mix
2903
CY
363
CY
2540
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
9800
SF
20713
SF
203-08
Flowfll Over Shallow Utilities
4071
CY
101
CY
306
CY
203-09
Muck Excavation - CIP
200
CY
50
CY
150
CY
206-01
Structure Excavation
267
CY
267
CY
CY
206-02
Structure Backfll On -Site Material
267
CY
267
CY
CY
206-03
1 Filter Material - 1 1/2" Washed Rock
65
TON
1
65
TON
ITON
208-01
Erosion Control
1
LS
0.5
LS
0.5
LS
210-01
Adjust Manhole Ring/Cover
15
EA
9
EA
6
EA
210-02
Adjust Valve Box
10
EA
4
EA
6
EA
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
210-03
Modify Manhole
4
EA
4
EA
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
EA
1
EA
210-05
Relocate Meter Pit
4
EA
1
EA
3
EA
210-06
Relocate Fire Hydrant
1
EA
EA
1
EA
210-07
Relocate CP Test Station
7
EA
3
EA
41
EA
210-08
Remove and Relocate Fence
820
LF
820
LF
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
200
LF
LF
210-10
IRemove and Reset Mailbox
6
EA
4
EA
2
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
108
TON
1567
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
3940
TON
14025
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
TON
275
TON
304-04
Road Base for Driveway Tie-ins
120
TON
120
TON
TON
306-01
Reconditioning (8")
31400
SY
5001
SY
30900
SY
306-02
ISidewalk Preparation
3297
SY
3113
SY
184
SY
307-01
Fly -Ash - 12" Depth - 12%
8860
SY
WQ
S
SY
403-01
Hot Bituminous Pavement — Grading S —100 — (2" Depth) —(PG 64.28)
2033
TON
2 A
TON
TON
403-02
Hot Bituminous Pavement — Grading S —100 — (2.5" Depth) —(PG 64-22)
2467
TON
T64
2467
TON
403-03
Hot Bituminous Pavement — Grading SG —100 — (4" Depth) —(PG 58. 8)
5440
TON
14
T
3947
TON
403-04
Asphalt Leveling Course % Grading S - 100—(PG 4")
230
T
2
N
1780
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — 6 -28)
4
ON
133
330
TON
403-06
Asphalt Hand ching — Grading SG - 100 - (7" Dept —( 5 8)
1 5
N
269
ON
766
TON
403-07
WestBound Ha mony Det ur Paveing - 200'x 5" Q" G 4 8 on 3" 58•
28)
72
T
TON
577
TON
412-01
Concrete Paveme t - 0'
84 5
Y
500
SY
79251
SY
412-02
Enhanced Concrete rosswa 10" - 'le w Stamped or r
47
SY
SY
547
SY
506-01
D-50 Buried Rip -Rap, "To IP Pe D I)
4
2
EA
2
EA
601-01
Concrete Retaining Wal wit Foote an 6 A c e Block Wall
150
LF
150
LF
LF
601-02
Concrete Wall Extension ith uardra
1
LS
ILS
1
LS
603-01
18" RCP Class III
1128
LF
264
LF
864
LF
603-02
24" RCP Class III
14
LF
14
LF
LF
603-03
19"x30" HERCP Class III
236
LF
236
LF
LF
603-04
34"x53" HERCP Class III
323
LF
LF
323
LF
Pipe
10
LF
LF
10
LF
ffHDPE
P Class III FES
8
EA
5
EA
3EA
" HERCP Class III FES
1
EA
1
EA
I
EA
APPENDIX "A"
Break -Dawn of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
603-08
Concrete Encasement
120
LF
LF
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
1
EA
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
EA
2
EA
603-11
Tie to Existing MH
3
EA
1
EA
2
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
705
LF
2935
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
190
LF
720
LF
603-14
4" Median Underdrain Clean Out
24
EA
5
EA
19
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non.
1 shrink Grout)
5
EA
2
EA
3
EA
604-01
5' Type R Inlet
3
EA
2
EA
1
EA
604-02
10' Type R Inlet
1
EA
1
EA
EA
604-03
15' Type R Inlet
2
EA
1
EA
1
EA
604-04
18" Area Inlet
1
EA
1
EA
EA
604-05
1 Inlet Type "C"
31
EA
IEA
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
2
EA
EA
604-07
Double Type 13 Inlet
1
EA
1
JEA
EA
604-08
24" Headwall - CIP
1
EA
1
EA
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
1
EA
604-10
4' Diameter Sewer Manhole
1
EA
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
00
LF
0
40
LF
608-01
Concrete Sidewalk - 6"
7350S
9 0
450
SF
608-02
Concrete Pedestrian Acces Rah Truncated D(8")
Pedestrian RefugeIsland Runca d ()
320
11
1200
SF
S
00
SF
1080
SF608-03
608-04
Sidewalk Chase -per Detail
3
`�
3
EA
EA
608-05
Concrete Drive Approach w/ Apr ns (8")
2
S
8025
SF
SF
608-06
Concrete Drive Approach (6")
1 8
F
1608
SF
SF
608-07
Exposed Aggregate Median Cover- an iego uff
5743
SF
5040
SF
20713
SF
609-01
Vertical Curb and Gutter - 30"
6065
LF
2435
LF
3620
LF
609-02
Vertical Curb and Gutter- 18" Outfall
10875
LF
2940
LF
7935
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
500
LF
LF
619-01
'/4" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including BackFlow Preventer/Pressure Reducer Assembly/Metal Screen Cover
3
EA
I 1
EA
2
EA
619-02
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1
EA
I
EA
1
EA
Landscaping Quantities
2000-01 Dry -Land Seeding 7 AC I
I 3 AC I
4 AC
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
LF
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
LS
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
1
LS
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
24
EA
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
211
EA
EA
2000-07
Crimson Spire Oak - 2" Cal.
12
EA
6
EA
6
EA
2000-08
Burr Oak - 2" Cal.
6
EA
EA
61
EA
2000-09
Chinkapin Oak - 2" Cal.
8
EA
EA
8
EA
2000-10
1 Chanticleer Pear 1.5" Cal.
30
EA
14
EA
10
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
EA
1
EA
2000-12
Single Pink Shrub Rose - 5 Gal.
7
EA
EA
n V,
EA
2000-13
Native Pink Rose - 5 Gal.
35
EA
EA
A
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
EA
36
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
67
1
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
69
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2
EA
2000-18
Feather Reed Grass - 1 Gal.
124
A
EA
124
2000-19
Variegated Feather Reed Grass - 1 Gal.
A
99
EA
2000-20
Blue Avena Grass - 1 Gal.
83
8
83
EA
2000-21
Mulching
3 1 0
EA
49 r�O
134290
EA
n\\ ` \ \\ \\ \\ \w � U V-)
Miscellaneous Quantites:
Contract Bond
1
$
$
0.5
LS
0.5
LS
625-01
Construction Surveying
1
LS
$
$
0.5
LS
0.5
LS
626-01
Mobilization
1
LS
$
$
0.5
LS
0.5
LS
630-01
Specialty Signs 3" letters on 48"x48"
27
EA
$ 160.00
$ 4,320.00
10
EA
17
EA
630-02
Variable Message Boards
20
EA per Day
$ 120.00
$ 2,400.00
61
EA per Day
1
141
EA per Day
630-03
Type III Barricades
8
Section
$ 510.00
$ 4,080.00
2
Section
6
Section
630-04
Traffic Control
1
LS
$ 100,000.00
$ 100,000.00
0.25
LS
0.75
LS
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows:
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
through
7/96 Section 00300 Page 1
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
I Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment - ClP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
210-05
Relocate Meter Pit
41
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
61
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
1201
TON
306-01
Reconditioning (8")
31400
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
8860
SY
403-01
Hot Bituminous Pavement — Grading S — 100 — (2" Depth) —(PG 64.28)
2033
TON
403-02
Hat Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64-22)
2467
TON
403-03
Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28)
5440
TON
403-04
Asphalt Leveling Course % Grading S - 100 —(PG 64-28)
2305
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — FIG 64-28)
463
TON
403-06
Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 58.28)
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" 2" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail)
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
14
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5' Type R Inlet
3
EA
604-02
10' Type R Inlet
1
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15' Type R Inlet
2
EA
604-04
18" Area Inlet
1
EA
604-05
Inlet Type "C"
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
Double Type 13 Inlet
1
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
11
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes (8")
2320
SF
608-03
1 Pedestrian Refuge Island Ramp with Truncated Domes (8")
13801
SF
608-04
Sidewalk Chase - per Detail
3
EA
608-05
Concrete Drive Approach w/ Aprons (8")
8025
SF
608-06
Concrete Drive Approach (6")
1608
SF
608-07
Exposed Aggregate Median Cover- San Diego Buff
25743
SF
609-01
Vertical Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
1 including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover
1 31
EA
619-02
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1 1
EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Crimson Spire Oak - 2" Cal.
12
EA
2000-08
Burr Oak - 2" Cal.
6
EA
2000-09
Chinkapin Oak - 2" Cal.
8
EA
2000-10
Chanticleer Pear 1.5" Cal.
30
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
2000-12
Single Pink Shrub Rose - 5 Gal.
7
EA
2000-13
Native Pink Rose - 5 Gal.
35
EA
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2000-18
1 Feather Reed Grass - 1 Gal.
124
EA
2000-19
Variegated Feather Reed Grass - 1 Gal.
99
EA
2000-20
Blue Avena Grass - 1 Gal.
83
EA
2000-21
Mulching
391901
EA
SUBTOTAL:
Miscellaneous Quantites:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 3" letters on 48"x48"
27
EA
630-02
Variable Message Boards
20
EA per Day
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (25o) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
Signature
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:
Address
Telephone
Date
7/96 Section 00300 Page 6
SECTION 00400
SUPPLEMENTS TO BID FORMS
11II1110911 l : • 0 W
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE
as Principal, and
hereby held and firmly bound
OWNER, in the sum of $
payment of which, well and truly to be made, we hereby jointly and severally
bind ourselves, successors, and assigns.
PRESENTS:
unto the
that we, the undersigned
as Surety, are
City of Fort Collins, Colorado, as
for the
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, 6055 Harmony and Ziegler Road
Improvements - Front Range Village Development.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20 , and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL
Name:
Address:
By:
Title:
ATTEST:
By:
(SEAL)
SURETY
By:
Title:
(SEAL)
7/96 Section 00410 Page 3
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business
under your present firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have your ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
7/96 Section 00420 Page 1
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this
project:
14. Background and experience of the principal members of your organization,
including officers:
15. Credit available: $
16. Bank reference:
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
18. Are you licensed as a General CONTRACTOR?
If yes, in what city, county and state?
class, license and numbers?
19. Do you anticipate subcontracting Work under
Contract?
If yes, what percent of total contract?
and to whom?
20. Are any lawsuits pending against you or your firm at this time?_
IF yes, DETAIL
7/96 Section 00420 Page 2
What
this
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at this day of , 20
Name of Bidder
By:
Title:
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this day of
, 20
Notary Public
My commission expires
7/96 Section 00420 Page 3
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 150 of the contract.
ITEM
SUBCONTRACTOR
7/96 Section 00430 Page 1
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment - ClP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
210-05
Relocate Meter Pit
4
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
61
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
1201
TON
306-01
Reconditioning (8")
31400
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
8860
SY
403-01
Hot Bituminous Pavement — Grading S — 100 — (2" Depth) —(PG 64.28)
2033
TON
403-02
Hot Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64-22)
2467
TON
403-03
Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28)
5440
TON
403-04
Asphalt Leveling Course % Grading S - 100 —(PG 64-28)
2305
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — FIG 64-28)
463
TON
403-06
Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 58.28)
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" 2" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail)
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
14
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5' Type R Inlet
3
EA
604-02
10' Type R Inlet
1
EA
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15' Type R Inlet
2
EA
604-04
18" Area Inlet
1
EA
604-05
Inlet Type "C"
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
Double Type 13 Inlet
1
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
11
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes (8")
2320
SF
608-03
1 Pedestrian Refuge Island Ramp with Truncated Domes (8")
13801
SF
608-04
Sidewalk Chase - per Detail
3
EA
608-05
Concrete Drive Approach w/ Aprons (8")
8025
SF
608-06
Concrete Drive Approach (6")
1608
SF
608-07
1 Exposed Aggregate Median Cover- San Diego Buff
25743
SF
609-01
Vertical Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
ICover
2
EA
619-02
1" Irrigation Service & Meter Pit/Copper-Corp-Curb Stopper COFC Spec
including Backflow Preventer/Pressure Reducer Assembly/Metal Screen
Cover
1
EA
619-03
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1
EA
SUBTOTAL:
Landscaping Quantities
2000-01
Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"W' Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Skyline Honey Locust 3" Cal.
19
EA
2000-08
Crimson Spire Oak - 2" Cal.
61
EA
2000-09
Burr Oak - 2" Cal.
9
EA
2000-10
Chinkapin Oak - 2" Cal.
11
EA
2000.11
SkyMaster English Oak - 3" Cal.
15
EA
2000-12
Chanticleer Pear 1.5" Cal.
33
EA
6055 Harmony and Ziegler Road Improvements
Front Range Village Development
Addendum #1 Revised Bid Schedule
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-13
Harrison Yellow Shrub Rose - 5 Gal.
28
EA
2000-14
Single Pink Shrub Rose - 5 Gal.
23
EA
2000-15
Native Pink Rose - 5 Gal.
35
EA
2000-16
1 Dwarf Korean Lilac - 5 Gal.
47
EA
2000-17
Bar harbour Juniper - 5 Gal.
56
EA
2000-18
Hughes Juniper - 5 Gal.
142
EA
2000-19
Icee Blue Juniper
71
EA
2000-20
Dwarf Yellow Day Lily - 1 Gal.
20
EA
2000-21
Feather Reed Grass - 1 Gal.
124
EA
2000-22
Variegated Feather Reed Grass - 1 Gal.
66
EA
2000-21
Dwarf Fountain Grass - 1 Gal.
114
EA
2000-22
Mulching
1 39190
EA
SUBTOTAL:
Miscellaneous Quantites:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 3" letters on 48"x48"
271
EA
630-02
Variable Message Boards
20
EA per Day
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 6055 Harmony and Ziegler Road Improvements - Front Range Village
Development
Place
Date
1. In compliance with your Invitation to Bid dated
, and subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of
($ ) in accordance with the Invitation To Bid
and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows:
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
through
7/96 Section 00300 Page 1
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
I Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment - ClP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
210-05
Relocate Meter Pit
41
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
61
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
1201
TON
306-01
Reconditioning (8")
31400
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
8860
SY
403-01
Hot Bituminous Pavement — Grading S — 100 — (2" Depth) —(PG 64.28)
2033
TON
403-02
Hat Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64-22)
2467
TON
403-03
Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28)
5440
TON
403-04
Asphalt Leveling Course % Grading S - 100 —(PG 64-28)
2305
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — FIG 64-28)
463
TON
403-06
Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 58.28)
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" 2" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail)
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
14
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5' Type R Inlet
3
EA
604-02
10' Type R Inlet
1
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15' Type R Inlet
2
EA
604-04
18" Area Inlet
1
EA
604-05
Inlet Type "C"
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
Double Type 13 Inlet
1
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
11
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes (8")
2320
SF
608-03
1 Pedestrian Refuge Island Ramp with Truncated Domes (8")
13801
SF
608-04
Sidewalk Chase - per Detail
3
EA
608-05
Concrete Drive Approach w/ Aprons (8")
8025
SF
608-06
Concrete Drive Approach (6")
1608
SF
608-07
Exposed Aggregate Median Cover- San Diego Buff
25743
SF
609-01
Vertical Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
1 including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover
1 31
EA
619-02
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1 1
EA
SUBTOTAL:
Landscaping Quantities
2000-01 Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Crimson Spire Oak - 2" Cal.
12
EA
2000-08
Burr Oak - 2" Cal.
6
EA
2000-09
Chinkapin Oak - 2" Cal.
8
EA
2000-10
Chanticleer Pear 1.5" Cal.
30
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
2000-12
Single Pink Shrub Rose - 5 Gal.
7
EA
2000-13
Native Pink Rose - 5 Gal.
35
EA
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2000-18
1 Feather Reed Grass - 1 Gal.
124
EA
2000-19
Variegated Feather Reed Grass - 1 Gal.
99
EA
2000-20
Blue Avena Grass - 1 Gal.
83
EA
2000-21
Mulching
391901
EA
SUBTOTAL:
Miscellaneous Quantites:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 3" letters on 48"x48"
27
EA
630-02
Variable Message Boards
20
EA per Day
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (25o) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
Signature
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:
Address
Telephone
Date
7/96 Section 00300 Page 6
SECTION 00400
SUPPLEMENTS TO BID FORMS
11II1110911 l : • 0 W
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE
as Principal, and
hereby held and firmly bound
OWNER, in the sum of $
payment of which, well and truly to be made, we hereby jointly and severally
bind ourselves, successors, and assigns.
PRESENTS:
unto the
that we, the undersigned
as Surety, are
City of Fort Collins, Colorado, as
for the
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, 6055 Harmony and Ziegler Road
Improvements - Front Range Village Development.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20 , and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL
Name:
Address:
By:
Title:
ATTEST:
By:
(SEAL)
SURETY
By:
Title:
(SEAL)
7/96 Section 00410 Page 3
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business
under your present firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have your ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
7/96 Section 00420 Page 1
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this
project:
14. Background and experience of the principal members of your organization,
including officers:
15. Credit available: $
16. Bank reference:
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
18. Are you licensed as a General CONTRACTOR?
If yes, in what city, county and state?
class, license and numbers?
19. Do you anticipate subcontracting Work under
Contract?
If yes, what percent of total contract?
and to whom?
20. Are any lawsuits pending against you or your firm at this time?_
IF yes, DETAIL
7/96 Section 00420 Page 2
What
this
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at this day of , 20
Name of Bidder
By:
Title:
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscribed and sworn to before me this day of
, 20
Notary Public
My commission expires
7/96 Section 00420 Page 3
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 150 of the contract.
ITEM
SUBCONTRACTOR
7/96 Section 00430 Page 1
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
I Unit Cost
Total Cost
Roadway Improvements
201-01
Clear and Grubbing
1
LS
202-01
Remove Curb and Gutter
3555
LF
202-02
Remove Sidewalk
14297
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
202-04
Profile Milling
3320
SY
202-05
Remove Tree - 48"+ Diameter
4
EA
202-06
Remove Tree 24" Diameter
1
EA
202-07
Remove Pipe
460
LF
202-08
Remove Inlet
2
EA
202-09
Remove Existing FES
5
EA
202-10
Remove Concrete Channel
320
LF
202-11
Remove Leech Field and Sceptic Tank
1
LS
202-12
Remove Area Inlet
1
EA
202-13
Remove Irrigation Structure
1
EA
202-14
Remove Existing Hydrant per FCLWD Specs
1
EA
202-15
Remove Headwall
2
EA
202-16
Remove Gate
5
EA
202-17
Remove Retaining Wall
2
EA
203-01
Unclassified Excavation
1083
CY
203-02
Embankment - ClP
12720
CY
203-03
Borrow Suitable Fill
11637
CY
203-04
Topsoil (Striping, Stockpiling, and Placing)
6696
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
203-06
Median Fill - 60/40 Mix
2903
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
203-08
Flowfill Over Shallow Utilities
407
CY
203-09
Muck Excavation - CIP
200
CY
206-01
Structure Excavation
267
CY
206-02
Structure Backfill On -Site Material
267
CY
206-03
Filter Material - 1 1/2" Washed Rock
65
TON
208-01
Erosion Control
1
LS
210-01
Adjust Manhole Ring/Cover
15
EA
210-02
Adjust Valve Box
10
EA
210-03
Modify Manhole
4
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
210-05
Relocate Meter Pit
41
EA
210-06
Relocate Fire Hydrant
1
EA
210-07
Relocate CP Test Station
7
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
210-08
Remove and Relocate Fence
820
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
210-10
Remove and Reset Mailbox
61
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
304-04
Road Base for Driveway Tie-ins
1201
TON
306-01
Reconditioning (8")
31400
SY
306-02
Sidewalk Preparation
3297
SY
307-01
Fly -Ash - 12" Depth - 12 %
8860
SY
403-01
Hot Bituminous Pavement — Grading S — 100 — (2" Depth) —(PG 64.28)
2033
TON
403-02
Hot Bituminous Pavement — Grading S — 100 — (2.5" Depth) —(PG 64-22)
2467
TON
403-03
Hot Bituminous Pavement — Grading SG — 100 — (4" Depth) —(PG 58-28)
5440
TON
403-04
Asphalt Leveling Course % Grading S - 100 —(PG 64-28)
2305
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — FIG 64-28)
463
TON
403-06
Asphalt Hand Patching — Grading SG - 100- (7" Depth) —(PG 58.28)
1055
TON
403-07
WestBound Harmony Detour Paveing - 200'x60'x5" 2" PG 64-28 on 3" PG 58-
28)
720
TON
412-01
Concrete Pavement - 10"
8425
SY
412-02
Enhanced Concrete Crosswalk -10" - Tile Red w/ Stamped Border
547
SY
506-01
D-50 Buried Rip -Rap, 6" Topsoil (CIP Per Detail)
4
EA
601-01
Concrete Retaining Wall with Footer and 6' Attached Block Wall
150
LF
601-02
Concrete Wall Extension with Guardrail
1
LS
603-01
18" RCP Class III
1128
LF
603-02
24" RCP Class III
14
LF
603-03
19"x30" HERCP Class III
236
LF
603-04
34"x53" HERCP Class III
323
LF
603-05
8" HDPE Pipe
10
LF
603-06
18" RCP Class III FES
8
EA
603-07
19"x30" HERCP Class III FES
1
EA
603-08
Concrete Encasement
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
603-11
Tie to Existing MH
3
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
603-14
4" Median Underdrain Clean Out
24
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non
shrink Grout)
5
EA
604-01
5' Type R Inlet
3
EA
604-02
10' Type R Inlet
1
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
604-03
15' Type R Inlet
2
EA
604-04
18" Area Inlet
1
EA
604-05
Inlet Type "C"
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
604-07
Double Type 13 Inlet
1
EA
604-08
24" Headwall - CIP
1
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
604-10
4' Diameter Sewer Manhole
11
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
600
LF
608-01
Concrete Sidewalk - 6"
27350
SF
608-02
Concrete Pedestrian Access Ramps with Truncated Domes (8")
2320
SF
608-03
Pedestrian Refuge Island Ramp with Truncated Domes (8")
13801
SF
608-04
Sidewalk Chase - per Detail
3
EA
608-05
Concrete Drive Approach w/ Aprons (8")
8025
SF
608-06
Concrete Drive Approach (6")
1608
SF
608-07
Exposed Aggregate Median Cover- San Diego Buff
25743
SF
609-01
Vertical Curb and Gutter - 30"
6055
LF
609-02
Vertical Curb and Gutter - 18" Outfall
10875
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
619-01
%" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
1 including Backflow Preventer/Pressure Reducer Assembly/Metal Screen Cover
1 31
EA
619-02
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1 1
EA
SUBTOTAL:
Landscaping Quantities
2000-01
Dry -Land Seeding
7
AC
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
2000-07
Crimson Spire Oak - 2" Cal.
12
EA
2000-08
Burr Oak - 2" Cal.
6
EA
2000-09
Chinkapin Oak - 2" Cal.
8
EA
2000-10
Chanticleer Pear 1.5" Cal.
30
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
2000-12
Single Pink Shrub Rose - 5 Gal.
7
EA
2000-13
Native Pink Rose - 5 Gal.
35
EA
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
8. Bid Schedule
Bid Tab - 6055 Harmony and Zeigler Road Improvements for Front Range Village Development Project
Prepared by: The City of Fort Collins - Engineering - Street Oversizing Program
Dated: 5/15/2007
Item #
Item Description
Quantity
Unit
Unit Cost
Total Cost
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2000-18
1 Feather Reed Grass - 1 Gal.
124
EA
2000-19
Variegated Feather Reed Grass - 1 Gal.
99
EA
2000-20
Blue Avena Grass - 1 Gal.
83
EA
2000-21
Mulching
391901
EA
SUBTOTAL:
Miscellaneous Quantites:
-
Contract Bond
1
LS
625-01
Construction Surveying
1
LS
626-01
Mobilization
1
LS
630-01
Specialty Signs 3" letters on 48"x48"
27
EA
630-02
Variable Message Boards
20
EA per Day
630-03
Type III Barricades
8
Section
630-04
Traffic Control
1
LS
SUBTOTAL:
TOTAL PROJECT:
TOTAL WRITTEN IN WORDS
COMPANY NAME
SIGNATURE TITLE
PRINTED NAME
DATE
$Dollars
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate -
Ziegler Road
Harmony Road
Item # I Item Description Quantity Unit I
Quantity Unit I
Quantity Unit
ir
201-01
Clear and Grubbing
1
LS
0.3
LS
0.7
LS
202-01
Remove Curb and Gutter
3555
LF
2925
LF
630
LF
202-02
Remove Sidewalk
14297
SF
9633
SF
4664
SF
202-03
Remove Asphalt - Full Depth (4"-8")
17320
SY
3320
SY
14000
SY
202-04
Profile Milling
3320
SY
3320
SY
Y
202-05
Remove Tree - 48"+ Diameter
4
EA
4
EA
E
202-06
Remove Tree 24" Diameter
1
EA
1
EA
202-07
IRemove Pipe
400
LF
L
10
F
202-08
Remove Inlet
2
EA
2
E
202-09
Remove Existing FES
5
EA
4
1
202-10
Remove Concrete Channel
320
L
L
32
LF
202-11
Remove Leech Field and Sceptic Tank
1
L
1
LS "
202-12
Remove Area Inlet
1
EA
EA `.
202-13
Remove Irrigation Structure
1
A
1
EA
202-14
Remove Existing Hydrant per FCLWD pets
1
EA
1
EA
202-15
Remove Headwall
2
A
2
EA
202-16
Remove Gate
EA
5
EA
202-17
Remove Retaining Wall
2
EA
EA
203-01
Unclassified Excavation
t12
C
1083
CY
CY
203-02
Embankment -CIP
CY
4950
CY
7770
CY
203-03
Borrow Suitable Fill
11637
CY
3867
CY
7770
CY
203-04
Topsoil (Striping, Stockpiling, and Placing) U
6696
CY
3211
CY
3485
CY
203-05
Import Screened Topsoil (6") in Parkway Areas
657
CY
6571
CY
CY
203-06
Median Fill -60140 Mix
2903
CY
363
CY
2540
CY
203-07
Splashblock/Hardscape Shaping - CIP
30513
SF
9800
SF
20713
SF
203-08
Flowfll Over Shallow Utilities
4071
CY
101
CY
306
CY
203-09
Muck Excavation - CIP
200
CY
50
CY
150
CY
206-01
Structure Excavation
267
CY
267
CY
CY
206-02
Structure Backfll On -Site Material
267
CY
267
CY
CY
206-03
1 Filter Material - 1 1/2" Washed Rock
65
TON
1
65
TON
ITON
208-01
Erosion Control
1
LS
0.5
LS
0.5
LS
210-01
Adjust Manhole Ring/Cover
15
EA
9
EA
6
EA
210-02
Adjust Valve Box
10
EA
4
EA
6
EA
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
210-03
Modify Manhole
4
EA
4
EA
EA
210-04
Relocate PRV Vent per FCLWD Specs
1
EA
EA
1
EA
210-05
Relocate Meter Pit
4
EA
1
EA
3
EA
210-06
Relocate Fire Hydrant
1
EA
EA
1
EA
210-07
Relocate CP Test Station
7
EA
3
EA
41
EA
210-08
Remove and Relocate Fence
820
LF
820
LF
LF
210-09
Remove PVC Fence Intact and Deliver to Owner
200
LF
200
LF
LF
210-10
IRemove and Reset Mailbox
6
EA
4
EA
2
EA
304-01
Agg Base Course - (Class 5 or 6) - 4" Depth - CIP
1675
TON
108
TON
1567
TON
304-02
Agg Base Course - (Class 5 or 6) - 10" Depth - CIP
17965
TON
3940
TON
14025
TON
304-03
Gravel Shoulder - Class 5 or 6 Aggreegate base (6" Depth)
275
TON
TON
275
TON
304-04
Road Base for Driveway Tie-ins
120
TON
120
TON
TON
306-01
Reconditioning (8")
31400
SY
5001
SY
30900
SY
306-02
ISidewalk Preparation
3297
SY
3113
SY
184
SY
307-01
Fly -Ash - 12" Depth - 12%
8860
SY
WQ
S
SY
403-01
Hot Bituminous Pavement — Grading S —100 — (2" Depth) —(PG 64.28)
2033
TON
2 A
TON
TON
403-02
Hot Bituminous Pavement — Grading S —100 — (2.5" Depth) —(PG 64-22)
2467
TON
T64
2467
TON
403-03
Hot Bituminous Pavement — Grading SG —100 — (4" Depth) —(PG 58. 8)
5440
TON
14
T
3947
TON
403-04
Asphalt Leveling Course % Grading S - 100—(PG 4")
230
T
2
N
1780
TON
403-05
Asphalt Hand Patching — Grading S — 100 — (3") — 6 -28)
4
ON
133
330
TON
403-06
Asphalt Hand ching — Grading SG - 100 - (7" Dept —( 5 8)
1 5
N
269
ON
766
TON
403-07
WestBound Ha mony Det ur Paveing - 200'x 5" Q" G 4 8 on 3" 58•
28)
72
T
TON
577
TON
412-01
Concrete Paveme t - 0'
84 5
Y
500
SY
79251
SY
412-02
Enhanced Concrete rosswa 10" - 'le w Stamped or r
47
SY
SY
547
SY
506-01
D-50 Buried Rip -Rap, "To IP Pe D I)
4
2
EA
2
EA
601-01
Concrete Retaining Wal wit Foote an 6 A c e Block Wall
150
LF
150
LF
LF
601-02
Concrete Wall Extension ith uardra
1
LS
ILS
1
LS
603-01
18" RCP Class III
1128
LF
264
LF
864
LF
603-02
24" RCP Class III
14
LF
14
LF
LF
603-03
19"x30" HERCP Class III
236
LF
236
LF
LF
603-04
34"x53" HERCP Class III
323
LF
LF
323
LF
Pipe
10
LF
LF
10
LF
ffHDPE
P Class III FES
8
EA
5
EA
3EA
" HERCP Class III FES
1
EA
1
EA
I
EA
APPENDIX "A"
Break -Dawn of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
603-08
Concrete Encasement
120
LF
LF
120
LF
603-09
18" RCP thru Retaining Wall
1
EA
1
EA
EA
603-10
Tie 34"x53" HERCP to Existing Concrete Irrigation Ditch - CIP
2
EA
EA
2
EA
603-11
Tie to Existing MH
3
EA
1
EA
2
EA
603-12
4" Median Underdrain Pipe (Perforated)
3640
LF
705
LF
2935
LF
603-13
4" Median Underdrain Pipe (Solid)
910
LF
190
LF
720
LF
603-14
4" Median Underdrain Clean Out
24
EA
5
EA
19
EA
603-15
4" Median Underdrain/Storm Sewer Tie-in (Core Drill and Connect with Non.
1 shrink Grout)
5
EA
2
EA
3
EA
604-01
5' Type R Inlet
3
EA
2
EA
1
EA
604-02
10' Type R Inlet
1
EA
1
EA
EA
604-03
15' Type R Inlet
2
EA
1
EA
1
EA
604-04
18" Area Inlet
1
EA
1
EA
EA
604-05
1 Inlet Type "C"
31
EA
IEA
3
EA
604-06
8" HDPE Area inlet and Tie in (Core Drill and Connect with Non -shrink Grout)
2
EA
2
EA
EA
604-07
Double Type 13 Inlet
1
EA
1
JEA
EA
604-08
24" Headwall - CIP
1
EA
1
EA
EA
604-09
Tie 18" RCP to Existing Storm Sewer with Concrete Collar
1
EA
1
EA
604-10
4' Diameter Sewer Manhole
1
EA
EA
604-11
4" PVC Conduit Sleeving for Median Irrigation
00
LF
0
40
LF
608-01
Concrete Sidewalk - 6"
7350S
9 0
450
SF
608-02
Concrete Pedestrian Acces Rah Truncated D(8")
Pedestrian RefugeIsland Runca d ()
320
11
1200
SF
S
00
SF
1080
SF608-03
608-04
Sidewalk Chase -per Detail
3
`�
3
EA
EA
608-05
Concrete Drive Approach w/ Apr ns (8")
2
S
8025
SF
SF
608-06
Concrete Drive Approach (6")
1 8
F
1608
SF
SF
608-07
Exposed Aggregate Median Cover- an iego uff
5743
SF
5040
SF
20713
SF
609-01
Vertical Curb and Gutter - 30"
6065
LF
2435
LF
3620
LF
609-02
Vertical Curb and Gutter- 18" Outfall
10875
LF
2940
LF
7935
LF
609-03
Combination Vertical Curb with 6' Bike Lane/Gutter
500
LF
500
LF
LF
619-01
'/4" Irrigation Service & Meter Pit/Copper-Corp-Curb Stop per COFC Spec
including BackFlow Preventer/Pressure Reducer Assembly/Metal Screen Cover
3
EA
I 1
EA
2
EA
619-02
Fire Hydrant Assembly (6", tap valve, pipe, hydrant) per COFC Spec
1
EA
I
EA
1
EA
Landscaping Quantities
2000-01 Dry -Land Seeding 7 AC I
I 3 AC I
4 AC
APPENDIX "A"
Break -Down of Bid Items by Location
-Use Supplied Bid Tab for Final Estimate-
2000-02
MSE Block Retaining Wall - 12" to 24" Tall
290
LF
LF
290
LF
2000-03
Median Irrigation System for Harmony Road Medians
1
LS
LS
1
LS
2000-04
Median Irrigation System for Ziegler Road Medians
1
LS
1
LS
LS
2000-05
6"x6" Landscape Timber Tree Well
24
EA
24
EA
24
EA
2000-06
Skyline Honey Locust 2" Cal.
21
EA
211
EA
EA
2000-07
Crimson Spire Oak - 2" Cal.
12
EA
6
EA
6
EA
2000-08
Burr Oak - 2" Cal.
6
EA
EA
61
EA
2000-09
Chinkapin Oak - 2" Cal.
8
EA
EA
8
EA
2000-10
1 Chanticleer Pear 1.5" Cal.
30
EA
14
EA
10
EA
2000-11
Harrison Yellow Shrub Rose - 5 Gal.
31
EA
EA
1
EA
2000-12
Single Pink Shrub Rose - 5 Gal.
7
EA
EA
n V,
EA
2000-13
Native Pink Rose - 5 Gal.
35
EA
EA
A
2000-14
Dwarf Korean Lilac - 5 Gal.
36
EA
EA
36
2000-15
Bar harbour Juniper - 5 Gal.
118
EA
67
1
EA
2000-16
Hughes Juniper - 5 Gal.
169
EA
69
2000-17
Silver Bluestem Grass - 1 Gal.
23
EA
2
EA
2000-18
Feather Reed Grass - 1 Gal.
124
A
EA
124
2000-19
Variegated Feather Reed Grass - 1 Gal.
A
99
EA
2000-20
Blue Avena Grass - 1 Gal.
83
8
83
EA
2000-21
Mulching
3 1 0
EA
49 r�O
134290
EA
n\\ ` \ \\ \\ \\ \w � U V-)
Miscellaneous Quantites:
Contract Bond
1
$
$
0.5
LS
0.5
LS
625-01
Construction Surveying
1
LS
$
$
0.5
LS
0.5
LS
626-01
Mobilization
1
LS
$
$
0.5
LS
0.5
LS
630-01
Specialty Signs 3" letters on 48"x48"
27
EA
$ 160.00
$ 4,320.00
10
EA
17
EA
630-02
Variable Message Boards
20
EA per Day
$ 120.00
$ 2,400.00
61
EA per Day
1
141
EA per Day
630-03
Type III Barricades
8
Section
$ 510.00
$ 4,080.00
2
Section
6
Section
630-04
Traffic Control
1
LS
$ 100,000.00
$ 100,000.00
0.25
LS
0.75
LS