HomeMy WebLinkAbout2008-342BTABLE OF CONTENTS
Title
M6
ARTICLE 1 - DEFINITIONS AND TERMINOLOGY.....................................................................................................5
1.01 Defined Terms...................................................................................................................................5
1.02 Terminology.......................................................................................................................................7
ARTICLE2 - PRELIMINARY MATTERS......................................................................................................................8
2.01 Delivery of Bonds..............................................................................................................................8
2.02 Copies of Documents........................................................................................................................8
2.03 Commencement of Contract Times, Notice to Proceed...................................................................8
2.04 Starting the Work...............................................................................................................................8
2.05 Before Starting Construction.............................................................................................................8
2.06 Preconstruction Conference.............................................................................................................9
2.07 Initial Acceptance of Schedules........................................................................................................9
ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE................................................................9
3.01 Intent..................................................................................................................................................9
3.02 Reference Standards........................................................................................................................10
3.03 Reporting and Resolving Discrepancies...........................................................................................10
3.04 Amending and Supplementing Contract Documents.......................................................................10
3.05 Reuse of Documents.........................................................................................................................10
ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE
POINTS.....................................................................................................................................................11
4.01 Availability of Lands. ................................ M ......................................... M .... M .......................................... 11
4.02 Subsurface and Physical Conditions................................................................................................11
4.03 Differing Subsurface or Physical Conditions.....................................................................................11
4.04 Underground Facilities......................................................................................................................12
4.05 Reference Points...............................................................................................................................13
4.06 Hazardous Environmental Condition at Site.....................................................................................13
ARTICLE5 - BONDS AND INSURANCE.....................................................................................................................14
5.01 Performance, Payment, and Other Bonds........................................................................................14
5.02 Licensed Sureties and Insurers........................................................................................................15
5.03 Certificates of Insurance...................................................................................................................15
5.04 CONTRACTOR's Liability Insurance................................................................................................15
5.05 OWNER's Liability Insurance............................................................................................................16
5.06 Property Insurance............................................................................................................................16
5.07 Waiver of Rights................................................................................................................................17
5.08 Receipt and Application of Insurance Proceeds...............................................................................18
5.09 Acceptance of Bonds and Insurance; Option to Replace.................................................................18
5.10 Partial Utilization, Acknowledgment of Property Insurer...................................................................18
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES.................................................................................................18
6.01 Supervision and Superintendence....................................................................................................18
6.02 Labor, Working Hours.......................................................................................................................19
6.03 Services, Materials, and Equipment.................................................................................................19
6.04 Progress Schedule......:.....................................................................................................................19
6.05 Substitutes and "Or-Equalsn..............................................................................................................19
6.07 Patent Fees and Royalties................................................................................................................22
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SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE
GENERAL CONDITIONS
SC -1.00 Introduction
These Supplementary Conditions amend or supplement the Standard General Conditions of the
Construction Contract (No. 1910-8, 1996 Edition) and other provisions of the Contract
Documents as indicated below. All provisions, which are not so amended or supplemented,
remain in full force and effect.
The terms used in these Supplementary Conditions will have the meanings indicated in the
General Conditions.
SC -1.01 Defined Terms
SC -1.01.A.20. Delete paragraph GC 1.01.A.20 in its entirety.
SC -2.05 Before Starting Construction
SC -2.05.C. Delete paragraph GC 2.05.0 in its entirety and insert the following paragraph in its
place:
C. Evidence of Insurance: CONTRACTOR shall not commence work under this
Contract until he has obtained all insurance required under Article 5 and such
insurance has been delivered to the OWNER and approved by the OWNER, nor
shall the CONTRACTOR allow any Subcontractor to commence work on his
subcontract until all similar insurance required of the Subcontractor has been so
obtained and approved. All such insurance shall remain in effect until final
payment and at all times thereafter when CONTRACTOR may be correcting,
removing or replacing defective Work in accordance with Article 13.
SC -2.06 Preconstruction Conference
SC -2.06 Delete paragraph GC -2.06.A in its entirety and insert the following paragraph in its
place:
A. Immediately after awarding the contract, but before the CONTRACTOR begins
work, the Engineer will call a preconstruction conference at a place the
ENGINEER designates to establish an understanding among the parties as to
the work and to discuss schedules referred to in paragraph 2.05.6, procedures
for handling Shop Drawings and other submittals, and maintaining required
records. Utility companies and others as appropriate will be requested to attend
to dis cuss and coordinate work.
SC -3.06 Coordination of Plans, Specifications, and Special Provisions
SC -3.06 Add the following new paragraphs immediately after paragraph GC -3.05:
SC -3.06 Coordination of Plans, Specifications, and Special Provisions
A. In case of discrepancy, the governing order of the documents shall be as follows:
1. Written Interpretations
2, Addenda
3. Specifications
4. Supplementary Conditions to the General Conditions
5. General Conditions
6. Approved Shop Drawings
7. Drawings
8. Referenced Standards.
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B. Written/computed dimensions shall govern over scaled dimensions.
SC -5.01 Performance, Payment and Other Bonds
SC -5.01.A. Delete paragraph GC -5.01.A in its entirety and insert the following paragraphs in its
place:
A. Within ten (10) days of receipt of the Contract Documents for execution, the
CONTRACTOR shall furnish a Performance Bond in an amount equal to 100% of
the Contract Price and a Payment Bond in an amount equal to 100% of the
Contract Price.
1. The CONTRACTOR shall provide two separate bonds. A combined
Payment and Performance Bond for 100% of the Contract Price is not an
acceptable substitute.
2. In lieu of the Performance and Payment Bonds, the CONTRACTOR may
furnish an alternative form of security in the form of cash, money order,
certified check, cashier's check, irrevocable letter of credit or a security as
listed in Part II of F.S. Chapter 625. Any such alternative form of security
shall be for the same purpose, and be for the same amount and subject
to the same conditions as those applicable to the bond otherwise
required. The determination of the value of an alternative form of security
shall be made by the OWNER.
3. Such Bonds shall continue in effect for one (1) year after acceptance of
the Work by the OWNER.
4. The CONTRACTOR shall record, the Payment Bond and the
Performance Bond with the Public Record Section of the Indian River
County Courthouse located at 2000 16th Avenue, Vero Beach, Florida
32960. The recorded bonds shall be forwarded to the Indian River
County Purchasing Division on or before the seventh day after they are
recorded. The CONTRACTOR shall pay all costs.
SC -5.03 Certificates of Insurance
SC -5.03 Delete the second sentence of paragraph GC -5.03 in its entirety.
SC -5.04 CONTRACTOR's Liability Insurance
SC -5.04 Add the following new paragraphs immediately after paragraph GC -5.04.8:
C. The limits of liability for the insurance required by paragraph 5.04 of the General
Conditions shall provide coverage for not less than the following amounts or
greater where required by Laws and Regulations:
1. Worker's Compensation: To meet statutory limits in compliance with the
Worker's Compensation Law of Florida. This policy must include
Employer Liability with a limit $100,000 for each accident, $500,000
disease (policy limit) and $100,000 disease (each employee). Such
policy shall include a waiver of subrogation as against OWNER and
ENGINEER on account of injury sustained by an employee(s) of the
CONTRACTOR.
2. Commercial General Liability: Coverage shall provide minimum limits of
liability of $1,000,000 per occurrence Combined Single Limit for Bodily
Injury and Property Damage. This shall include coverage for:
a. Premises/Operations
b. Products/Completed Operations
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C. Contractual Liability
d. Independent Contractors
e. Explosion
f. Collapse
g. Underground.
3. Business Auto Liability: Coverage shall provide minimum limits of liability
of $1,000,000 per occurrence Combined Single Limit for Bodily Injury and
Property Damage. This shall include coverage for:
a. Owner Autos
b. Hired Autos
C. Non -Owned Autos.
4. CONTRACTOR's "All Risk" Insurance: CONTRACTOR shall secure
Builders' Risk "All Risk" insurance at his expense and provide properly
completed and executed "Certificates of Insurance and Insurance
Endorsement" forms in the exact wording and format presented in these
Contract Documents before starting work.
5. Special Requirements:
a. Ten (10) days prior to the commencement of any work under this
Contract, certificates of insurance and endorsement forms in the
exact wording and format as presented in these Contract
Documents will be provided to the OWNER's Risk Manager for
review and approval.
b. "Indian River County Florida" will be named as "Additional
Insured" on both the General Liability, Auto Liability and Builder's
Risk "All Risk" Insurance.
C, The OWNER will be given thirty (30) days notice prior to
cancellation or modification of any stipulated insurance. Such
notification will be in writing by registered mail, return receipt
requested and addressed to the OWNER's Risk Manager.
d. An appropriate "Indemnification" clause shall be made a provision
of the Contract (see paragraph 6.20 of the General Conditions).
e. It is the responsibility of the CONTRACTOR to insure that all
subcontractors comply with all insurance requirements.
f. It should be remembered that these are minimum requirements,
which are subject to modification in response to high hazard
operation.
g. Insured must be authorized to do business and have an agent for
service of process in Florida and have an AAA policyholder's
rating and financial rating of a least Class XI in accordance with
the most current Best's Rating.
D. Additional Insureds:
1. In addition to "Indian River County, Florida," the following individuals or
entities shall be listed as "additional insureds" on the CONTRACTOR's
liability insurance policies:
a. NONE
b.
C.
Sc -5.05 OWNER's Liability Insurance
SC -5.05 Delete paragraph GC -5.05.A in its entirety.
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SC -5.06 Property Insurance
SC -5.06 Delete paragraphs GC -5.06.A, B, and C in their entirety and insert the following
paragraphs in their place:
A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the
Site in the amount of the full replacement cost thereof. This insurance shall:
1. include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER's Consultants and any other individuals or entities identified in the
Supplementary Conditions, and the officers, directors, partners, employees, agents
and other consultants and subcontractors of any of them each of whom is deemed
to have an insurable interest and shall be listed as an insured or additional insured;
2. be written on a Builder's Risk "All Risk" or open peril or special causes of loss
policy form that shall at least include insurance for physical loss and damage to the
Work, temporary buildings, falsework, and materials and equipment in transit and
shall insure against at least the following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious mischief, earthquake, collapse,
debris removal, demolition occasioned by enforcement of Laws and Regulations,
water damage, and such other perils or causes of loss as may be specifically
required by the Supplementary Conditions.
3. include expenses incurred in the repair or replacement of any insured property
(including but not limited to fees and charges of engineers and architects);
4. cover materials and equipment stored at the Site or at another location that was
agreed to in writing by OWNER prior to being incorporated in the Work, provided
that such materials and equipment have been included in an Application for
Payment recommended by ENGINEER; and
5. allow for partial utilization of the Work by OWNER;
6. include testing and startup; and
7. be maintained in effect until final payment is made unless otherwise agreed to in
writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to
each other additional insured to whom a certificate of insurance has been issued.
B. CONTRACTOR shall be responsible for any deductible or self-insured retention.
C. The policies of insurance required to be purchased and maintained by CONTRACTOR
in accordance with this paragraph SC -5.06 shall comply with the requirements of
paragraph 5.06.0 of the General Conditions.
SC -5.06.E Delete paragraph GC -5.06.E in its entirety and insert the following in its place:
E. Additional Insureds:
1. The following individuals or entities shall be
CONTRACTOR's property insurance policies:
a. Indian River County, Florida
b. NONE
C.
listed as "additional insureds" on the
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SC -5.07 Waiver of Rights
SC -5.07 Delete GC -5.07 (paragraphs A. B. and C) in its entirety.
SC -5.08 Receipt and Application of Insurance Proceeds
SC -5.08 Delete GC -5.08 (paragraphs A and B) in its entirety.
SC -5.09 Acceptance of Bonds and Insurance, Option to Replace
SC -5.09 Delete GC -5.09 (paragraph A) in its entirety.
SC -6.02 Labor; Working Hours
SC -6.02.B. Add the following paragraphs immediately after paragraph GC -6.02.8:
1. Regular working hours are defined as Monday through Friday, excluding Indian
River County Holidays, from 7 a.m. to 5 p.m.
2. Indian River County Holidays are: New Year's Day, Good Friday, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after
Thanksgiving, Christmas Eve and Christmas Day. Working on these days will
not be permitted without prior written permission and approval from the Engineer.
3. The CONTRACTOR shall receive no additional compensation for overtime work,
i.e., work in excess of eight hours in any one calendar day or 40 hours in any one
calendar week, even though such overtime work may be required under
emergency conditions and may be ordered by the ENGINEER in writing.
4. All costs of inspection and testing performed during overtime work by the
CONTRACTOR, which is allowed solely for the convenience of the
CONTRACTOR, shall be borne by the CONTRACTOR, and a credit given to the
OWNER to deduct the costs of all such inspection and testing from any
payments otherwise due the CONTRACTOR.
5. All costs of OWNER's employees and costs of ENGINEER's Consultant resulting
from overtime work by the CONTRACTOR, which is allowed solely for the
convenience of the CONTRACTOR, shall be borne by the CONTRACTOR, and a
credit given to OWNER to deduct all such costs from any payments otherwise
due the CONTRACTOR.
6. No work shall commence before 7 a.m. or continue after 7 p.m. except in case of
emergency upon specific permission of the ENGINEER.
SC -6.06 Concerning Subcontractors, Suppliers, and Others
SC -6.06.C. Add the following sentence at the end of paragraph GC -6.06. C:
OWNER or ENGINEER may furnish to any such Subcontractor, Supplier, or other individual or
entity, to the extent practicable, information about amounts paid to CONTRACTOR on
account of Work performed for CONTRACTOR by a particular Subcontractor, Supplier, or
other individual or entity.
SC -6.08 Permits
SC -6.08 Add the following paragraphs immediately after paragraph GC -6.08.A:
B. The OWNER has obtained the following permits (copies of these permits are
contained in Appendix "A"):
1. St. Johns River Water Management District
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2. Indian River Farms Water Control District
C. The CONTRACTOR shall obtain and pay for all other required permits and
licenses. The CONTRACTOR shall provide copies of the permits to the
OWNER and ENGINEER and shall comply with all conditions contained in
the permits at no extra cost to the OWNER.
D. The CONTRACTOR shall be familiar with all permit requirements during
construction and shall be responsible for complying with these
requirements. The cost of this effort shall be included in the pay item in
which the work is most closely associated with.
SC -6.10 Taxes
SC -6.10.A Delete paragraph GC -6.10.A in its entirety and insert the following in its place:
OWNER qualifies for state and local sales tax exemption in the purchase of all material and
equipment
SC -13.03 Test and Inspections
SC -13.03.B. Delete the first sentence of paragraph GC -13.03.8 in its entirety, and insert the
following sentences in its place:
B. OWNER shall employ and pay for the services of an independent testing laboratory to
perform all initial inspections, tests, or approvals required by the Contract Documents
except those inspections, tests, or approvals listed immediately below. Subsequent
inspections, tests, or approvals required after initial failing inspections, tests, or
approvals shall be paid for by the CONTRACTOR by backcharge to subsequent
applications for payment. The CONTRACTOR shall arrange, obtain, and pay for the
following inspections, tests, or approvals:
1. inspections, tests, or approvals covered by paragraphs 13.03.0 and 13.03.D
below;
2, costs incurred in connection with tests or inspections conducted pursuant to
paragraph 13.04.6 shall be paid as provided in said paragraph 13.04.B;
3, tests otherwise specifically provided in the Contract Documents.
13.05 OWNER May Stop the Work
SC -13.05.A. Delete paragraph GC43.05.A in its entirety and insert the following paragraph in its
place:
A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled
workers or suitable materials or equipment, or fails to comply with permit
requirements, or fails to comply with the technical specifications, or fails to
perform the Work in such a way that the completed Work will conform to the
Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any
portion thereof, until the cause for such order has been eliminated; however, this
right of OWNER to stop the Work shall not give rise to any duty on the part of
OWNER to exercise this right for the benefit of CONTRACTOR, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or
employee or agent of any of them.
14.02 Progress Payments
SC -14.02.13.5. Delete paragraph GC44.02.B.5.d in its entirety and insert the following paragraph
in its place:
d. ENGINEER has actual knowledge of the occurrence of any of the events
enumerated in paragraph 15.02.A; or
SC -14.02.13.5. Add the following sentences at the end of paragraph GC -14.02.8.5:
e. OWNER has been required to pay ENGINEER or ENGINEER's Consultant
additional compensation because of CONTRACTOR delays or rejection of
defective Work; or
f. OWNER has been required to
subsequent inspections, tests,
inspections, tests, or approvals.
pay an independent testing laboratory for
or approvals taken after initial failing
SC -14.02.C.1. Delete paragraph GC44.02.C.1 in its entirety and insert the following
paragraph in its place:
C. Payment Becomes Due
1. Payment shall be made by OWNER to CONTRACTOR according to the Local
Government Prompt Payment Act. F.S.218.70 et. seq.
14.04 Substantial Completion
SC -14.04A. After the third sentence in paragraph GC -14.04A of the General Conditions,
delete the remainder of paragraph 14.04A in its entirety and replace with the following:
"If Engineer considers the Work substantially complete, Engineer will prepare
and deliver to Owner a tentative certificate of Substantial Completion that shall fix
the date of Substantial Completion. In accordance with the provisions of Florida
Statutes section 208.735(7)(a)(2005), upon receipt of the tentative certificate of
Substantial Completion from Engineer, the Owner, the Engineer, and the
Contractor shall conduct a walk-through inspection of the Project to document a
list of any items required to render the Work on the Project complete,
satisfactory, and acceptable under this Agreement (herein the "Statutory List").
The Statutory List shall be reduced to writing and circulated among the Owner,
the Engineer, and the Contractor by the Owner or the Engineer within 30
calendar days after substantial completion. The Owner and Contractor
acknowledge and agree that: 1) the failure to include any corrective work, or
pending items that are not yet completed, on the Statutory List does not alter the
responsibility of the Contractor to complete all of the Work under this Agreement;
2) upon completion of all items on the Statutory List, the Contractor may submit a
pay request for all remaining retainage except as otherwise set forth in this
Agreement; and 3) any and all items that require correction under this Agreement
and that are identified after the preparation of the Statutory List remain the
obligation of the Contractor to complete to the Owner's satisfaction under this
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Agreement. After receipt of the Statutory List by the Contractor, the Contractor
acknowledges and agrees that it will diligently proceed to complete all items on
the Statutory List and schedule a final walk-through in anticipation of final
completion on the Project."
SC -14.0413 Add the following new paragraph immediately after paragraph GC 14.048:
C. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will
deliver to Owner and Contractor a written recommendation as to division of responsibilities
pending final payment between Owner and Contractor with respect to security, operation,
safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and
guarantees.
SC -14.07 Final Payment
SC -14.07 Delete GC44.07 (paragraph C) in its entirety and insert the following paragraph in its
place:
C. Payment Becomes Due
1. Payment shall be made by OWNER to CONTRACTOR according to the Local
Government Prompt Payment Act. F.S.218.70 et. seq.
SCM 15001 OWNER May Suspend Work
SC -15.01 Delete second sentence under GC45.01 (paragraph A) in its entirety.
SC 15.04 CONTRACTOR May Stop Work or Terminate
SC -15.04 Delete GC -15.04 (paragraph A) in its entirety and insert the following paragraph in its
place:
A. If, through no act or fault of CONTRACTOR, the Work is suspended for more than 90
consecutive days by OWNER or under an order of court , or other public authority, or
ENGINEER fails to act on any Application for Payment within 30 days after it is submitted,
then CONTRACTOR may, upon seven days written notice to OWNER and ENGINEER,
and provided OWNER or ENGINEER do not remedy such suspension or failure within that
time, terminate the Contract and recover from OWNER payment on the same terms as
provided in paragraph 15.03. In lieu of terminating the Contract and without prejudice to
any other right or remedy, if ENGINEER has failed to act on an Application for Payment
within 30 days after it is submitted, CONTRACTOR may, seven days after written notice
to OWNER and ENGINEER, stop the Work until payment is made of all such amounts due
CONTRACTOR, including interest thereon. The provisions of this paragraph 15.04 are not
intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an
adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly
attributable to CONTRACTOR's stopping the Work as permitted by this paragraph.
SC -16 DISPUTE RESOLUTION
SC -16.02 Mediation
SC -16 Add the following new paragraph immediately after paragraph GC46.01.
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SC -16.02 Mediation
A. OWNER and CONTRACTOR agree that they shall submit any and all unsettled
Claims or counterclaims, disputes, or other matters in question between them
arising out of or relating to the Contract Documents or the breach thereof, to
mediation by a certified mediator of the 19th Judicial Circuit in Indian River County
unless delay in initiating arbitration would irrevocably prejudice one of the parties.
The mediator of any dispute submitted to mediation under this agreement shall not
serve as arbitrator of such dispute unless otherwise agreed.
SC -17 Miscellaneous
Add the following new paragraphs immediately after paragraph GC 17.05:
SC -17.06 Liens
A. This project is a "Public Works" under Chapter 255, Florida Statutes. No
merchant's liens may be filed against the OWNER. Any claimant may apply to
the OWNER for a copy of this Contract. The claimant shall have a right of action
against the CONTRACTOR for the amount due him. Such action shall not
involve the OWNER in any expense. Claims against the CONTRACTOR are
subject to timely prior notice to the CONTRACTOR as specified in Florida
Statutes Section 255.05. The CONTRACTOR shall insert the following
paragraph in all subcontracts hereunder:
"Notice: Claims for labor, materials and supplies are not assessable aoainst
Indian River County and are subiect to proper prior notice to (CONTRACTOR'S
Name) and to (CONTRACTOR Surety Company Name), pursuant to Chapter
255 of the Florida Statutes. This paragraph shall be inserted in every sub -
subcontract hereunder." The payment due under the Contract shall be paid by
the OWNER to the CONTRACTOR only after the CONTRACTOR has furnished
the OWNER with an affidavit stating that all persons, firms or corporations who
are defined in Section 713.01, Florida Statutes, who have furnished labor or
materials, employed directly or indirectly in the Work, have been paid in full. The
OWNER may rely on said affidavit at face value. The CONTRACTOR does
hereby release, remiss and quit -claim any and all rights he may enjoy perfecting
any lien or any other type of statutory common law or equitable lien against the
job.
++END OF SUPPLEMENTARY CONDITIONS++
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SECTION 00942 = Change Order Form
DATE OF ISSUANCE:
OWNER: Indian River County
CONTRACTOR
Contract:
No.
EFFECTIVE DATE:
OWNER's Contract No, ENGINEER's Contract No's. 0803. 0837. 0838
ENGINEER Indian River County
You are directed to make the following changes in the Contract Documents:
Description:
Reason for Change Order:
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE:
Description Amount
Original Contract Price $
Net Increase (Decrease) from $
previous Change Orders No.
to
Contract Price prior to this $
Change Order:
Net increase (decrease) of this $
Change Order:
Contract Price with all approved $
Change Orders:
ACCEPTED:
By:
CONTRACTOR (Signature)
Date:
CHANGE IN CONTRACT TIMES
Description
Time
Original Contract Time:
(days or dates)
Substantial
Completion:
Final
Completion:
Net change from previous Change
Orders No. to
(days)
Substantial
Completion:
Final
Completion:
Contract Time prior to
this Change
Order:
(days or dates)
Substantial
Completion:
Final
Completion:
Net increase (decrease) this
Change Order:
(days or dates)
Substantial
Completion:
Final
Completion:
Contract Time with all
approved
Change Orders:
(days or dates)
Substantial
Completion:
Final
Completion:
RECOMMENDED:
By:
ENGINEER (Signature)
Date:
APPROVED:
By:
OWNER (Signature)
Date:
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SECTION 00946 - Field Order Form
DATE OF ISSUANCE:
OWNER: Indian River County
CONTRACTOR
Contract:
Project: Paving and Drainage
^^^I rent n ... .... ^ASt nL
Project Entrance to 20"' Avenue.
OWNER's
Contract
No.
ENGINEER:
Indian
River County
Field Activity Description:
Reason for Change:
Recommended Disposition:
Field Change No.:
EFFECTIVE DATE:
7m
ENGINEER's Contract No's. 0803, 0837. 0838
Field Operations Officer / Engineer (Signature)
Disposition:
Contractor's Onsite Supervisor (Signature)
Distribution: Field Operations Officer Others as Required:
On-site Supervisor
Project File
Date
Date
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DIVISION 1 GENERAL REQUIREMENTS
TITLE SECTION NO,
SPECIAL PROVISIONS 01009
FORCE ACCOUNT 01024
FIELD ENGINEERING AND LAYOUT 01050
REFERENCE STANDARDS 01091
GENERAL QUALITY CONTROL 01215
PROGRESS MEETINGS 01220
CONSTRUCTION SCHEDULES 01310
SUBMITTAL OF SHOP DRAWINGS, PRODUCT
DATA AND SAMPLES 01340
CONSTRUCTION FACILITIES AND TEMPORARY
CONTROLS 01520
PROTECTION OF THE WORK AND PROPERTY 01541
ACCESS ROADS, PARKINGS AREAS AND USE OF
PUBLIC STREETS 01550
TRANSPORTATION AND HANDLING OF MATERIALS 01610
AND EQUIPMENT
STORAGE OF MATERIAL AND EQUIPMENT 01611
SUBSTITUTIONS 01630
SITE CLEANUP AND RESTORATION 01710
RECORD DOCUMENTS 01720
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SECTION 01009
SPECIAL PROVISIONS
1.1 GENERAL
A. Visits to the construction site may be made by representatives of permitting or
governing bodies. Submit details of all instructions from the above to the ENGINEER
immediately. The Work will not be accepted by the OWNER until final acceptance has
been received from the various Regulatory Agencies having jurisdiction.
Be Furnish sufficient labor, construction equipment and materials, and work such hours,
including night shifts and overtime operations, as may be necessary to insure the
prosecution of the work in accordance with the approved progress schedule. If, in the
opinion of the ENGINEER, the CONTRACTOR falls behind the progress schedule, take
such steps as may be necessary to improve progress, all without additional cost to the
OWNER. The ENGINEER shall be compensated for his overtime services in
accordance with the Supplementary Conditions, SC -6.02.
C. All salvageable material and equipment for which specific use, relocation or other
disposal is not specifically noted, shall remain the property of the OWNER and shall be
delivered to the OWNER at the following location: 4550 41St Street, at the
CONTRACTOR's expense. All material and equipment not in salvageable condition, as
determined by the ENGINEER and the OWNER, shall be disposed of by the
CONTRACTOR, at the CONTRACTOR's expense.
D. In addition to these Specifications all work must comply with the requirements of the
local governing agency, St. Johns River Water Management District, Department of
Environmental Protection, Corps of Engineers, Indian River Farms Water Control
District, and all other applicable State or Federal agencies' specifications and permits.
In the event of a conflict, the more stringent specification or requirement shall govern.
E. Before performing any work outside the designated limits of the work site, secure any
necessary permits and authorization from the applicable owner, or verify in writing that
such has been previously obtained. Follow all requirements of any said permits or
authorization. Give the ENGINEER and appropriate owner ten (10) days minimum
notice before commencing construction operations outside the designated limits of the
work site. Adjacent property owners at time of bidding are listed below.
01009-1 01009 -Special Provisions
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SECTION 01024
FORCE ACCOUNT
1.1 General
CONTRACTOR shall furnish all labor, materials, equipment and incidentals
necessary to perform additional work not covered on the Contract Drawings.
The force Account is intended as a contingency for unforeseen work.
1_1 PAYMENT
A. Lump sum amount for force account work is included in the bid schedule.
The value of force account work will be determined in accordance with Article
12 of the General Conditions.
+ + END OF SECTION + +
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SECTION 01050
FIELD ENGINEERING AND LAYOUT
1.1 GENERAL
A. The CONTRACTOR will furnish all construction staking for the project. All
staking from control will be under the supervision of a Florida Registered Land
Surveyor.
B. Develop and make all detail surveys and measurements needed for
construction including but not limited to, slope stakes, batter boards, piling
layouts and all other working lines, elevations and cut sheets.
C. Keep a transit and leveling instrument on the site at all times and a skilled
instrument man available whenever necessary for layout of the Work.
D. Provide all material required for benchmarks, control points, batter boards,
grade stakes, and other items.
E. Be solely responsible for all locations, dimensions and levels. No data other
than written orders of the ENGINEER shall justify departure from the
dimensions and levels required by the Drawings.
F. Safeguard all points, stakes, grademarks, monuments and benchmarks made
or established on the Work, and reestablish same, if disturbed. Rectify all
Work improperly installed because of not maintaining, not protecting or
removing without auth6orization such established points, stakes, marks and
monuments.
G. When requested by the ENGINEER, provide such facilities and assistance as
may be necessary for the ENGINEER to check line and grade points placed by
the CONTRACTOR. Do no excavation or embankment work until all
cross -sectioning necessary for determining pay quantities has been completed
and checked by the ENGINEER.
H. The cost of performing engineering and layout work described above shall be
included in the contract unit prices for the various items of work to which it is
incidental. No separate payment will be made for surveying or engineering.
1.2 SURVEY WORK AND QUALIFICATIONS OF SURVEYOR
A. Prior to commencing work, the CONTRACTOR shall satisfy himself as to the
accuracy of all survey and existing site information as indicated in the Contract
Documents. Immediately notify the ENGINEER upon discovery of any errors,
inaccuracies or omissions in the survey data. The commencing of any of the
work by the CONTRACTOR shall be held as the CONTRACTOR's acceptance
that all survey or existing site information is correct and accurate, without any
reasonably inferable errors, inaccuracies or omissions.
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B. The CONTRACTOR shall carefully preserve all control stakes, benchmarks,
reference points and property corners and will be responsible for any mistake
or loss of time caused by their unnecessary loss or disturbance. If the loss or
disturbance of the stakes or marks cause a delay in the Work, the
CONTRACTOR shall have no claim for damages or extension of time. Control
stakes, benchmarks, reference points and property corners disturbed by the
CONTRACTOR's work shall be replaced by a Florida Registered Land Sur-
veyor and Mapper, at the CONTRACTOR 's expense. In the event the Owner
must provide the services of the Florida Registered Surveyor and Mapper to
perform this replacement work, the cost of the surveying services will be
deducted from any sums due the CONTRACTOR for the work performed under
this Contract.
C. All survey work shall be performed under the guidance and direction of a
Florida Registered Surveyor and Mapper.
D. All survey work for Record Drawings shall be performed by a Florida Registered
Surveyor and Mapper.
1_3 STATION BOARDS
A. CONTRACTOR shall erect and maintain white/black standard FDOT station
markers every 100 feet.
1A LAYOUT OF STRIPING
Establish by instrument, and mark the finished surface, the points necessary for
striping finished roadway in conformance with Section 5-7 of FDOT Standard
Specifications.
+ + END OF SECTION + +
1050-2 01050 Field Engineering
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SECTION 01091
REFERENCE STANDARDS
1.1 GENERAL
A. Whenever reference is made to the furnishing of materials or testing
thereof to conform to the standards of any technical society, organization
or body, it shall be construed to mean the latest standard, code,
specification or tentative specification adopted and published at the date
of advertisement for bids, unless noted otherwise in the Technical
Specifications or on the Drawings. When a reference standard is
specified, comply with requirements and recommendations stated in that
standard, except when they are modified by the Contract Documents, or
when applicable laws, ordinances, rules, regulations or codes establish
stricter standards. The list of specifications presented in Paragraph B is
hereby made a part of the Contract, the same as if repeated herein in full.
B. Reference to a technical society, organization, or body may be made in
the Specifications by abbreviations, in accordance with the following list:
AASHTO The American Association of State Highway and
Transportation Officials
ACI American Concrete Institute
AGA American Gas Association
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
ANSI American National Standards Institute
ASCE American Society of Civil Engineers
ASTM American Society for Testing and Materials
AWPA American Wood Preservers Association
AWWA American Water Works Association
AWS American Welding Society
FED.SPEC. Federal Specifications
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CRSI Concrete Reinforcing Steel Institute
FDEP/DEP Florida Department of Environmental Protection
DNR Department of Natural Resources
NCPI National Clay Pipe Institute
NEMA National Electrical Manufacturers Association
NEC National Electric Code
NSPE National Society of Professional Engineers
OSHA Occupational Safety and Health Administration
PCI Prestressed Concrete Institute
FDOT/DOT Florida Department of Transportation
U. L., Inc. Underwriter's Laboratories, Inc.
SSPC Steel Structures Painting Council
IRFWCD Indian River Farms Water Control District
SJRWMD St. Johns River Water Management District
C. When no reference is made to a code, standard or specification, the
standard specifications of ASTM, FDOT, or ANSI shall govern.
D. In the event of a conflict between the specifications prepared by the
ENGINEER and the above referenced specifications and standards, or
any other regulatory specification or standard, the more stringent
requirement prevails.
+ + END OF SECTION + +
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SECTION 01215
GENERAL QUALITY CONTROL
1.1 DESCRIPTION OF REQUIREMENTS
A. Definitions: Specific quality control requirements for the work are indicated
throughout the Contract Documents. The requirements of this section are
primarily related to the performance of the work beyond the furnishing of
manufactured products. The term "Quality Control" includes, but is not
necessarily limited to, inspection and testing and associated requirements.
This section does not specify or modify the OWNER and ENGINEER duties
relating to quality review and Contract surveillance.
1.2 RESPONSIBILITY FOR INSPECTIONS AND TESTS
A. Residual OWNER Responsibility: The OWNER will employ and pay for the
services of independent testing laboratories to perform those required
inspections and tests.
B. CONTRACTORS General Responsibility: No failure of test agencies, whether
engaged by the OWNER or CONTRACTOR, to perform adequate inspections
of tests or to properly analyze or report results, shall relieve the
CONTRACTOR of responsibility for the fulfillment of the requirements of the
Contract Documents. It is recognized that the required inspection and testing
program is intended to assist the CONTRACTOR, OWNER, ENGINEER, and
governing authorities in the nominal determination of probable compliance with
requirements for certain crucial elements of work. The program is not intended
to limit the CONTRACTOR in his regular quality control program, as needed
for general assurance of compliance.
1.3 QUALITY ASSURANCE
A. General Workmanship Standards: It is a requirement that each category of
tradesman or installer performing the work be pre -qualified, to the extent of being
familiar with the applicable and recognized quality standards for his category of
work, and being capable of workmanship complying with those standards.
1A PRODUCT DELIVERY -STORAGE -HANDLING
Handle, store and protect materials and products, including fabricated components, by
methods and means which will prevent damage, deterioration and losses (and resulting
delays), thereby ensuring highest quality results as the performance of the work
01215-1 01215 General Quality Control
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progresses. Control delivery schedules so as to minimize unnecessary long-term
storage at the project site prior to installation.
1.5 PROJECT PHOTOGRAPHS/VIDEOS
A. The CONTRACTOR shall make provisions, at his expense, for photographs and
video tapes of all work areas just prior to construction, and for unusual conditions
during construction. The photographs and videos shall show pertinent physical
features along the line of construction. The purpose of the videos is to determine
any damage to private or public property during construction.
B. Pre -Construction Photographs and Video:
1. Contractor shall provide the Owner with photographs and video record and one
copy of the existing conditions prior to construction. These photographs and
videos shall be a standard DVD format and shall be narrated.
2. The photographs and video shall include, but not be limited to, the following
items shown in a clear manner:
1) All existing features within the right-of-way.
2) All existing features within the temporary construction easement.
3) All existing features within permanent easements.
4) All existing features adjacent to any construction.
3. Detail of the photographs and video shall be such that the following examples
shall be clear and visible:
1) Cracks in walls.
2) Condition of fencing.
3) Condition of planted areas and types of vegetation.
4) Condition of sodded areas.
5) Conditions of sprinkler systems and associated controls and wiring.
6) Condition of signs.
7) Conditions of lighting and associated wiring.
8) Significant detail of any pre-existing damages physical features shall be
shown. The coverage of the photographs and video should include the
limits of effects of the use of vibratory rollers.
9) These photographs and video record shall be presented to the Owner
within 30 days of the Notice to Proceed. A copy shall be kept in the
Contractor's field office.
10)Payment — No additional payment will be made for this work.
+ + END OF SECTION + +
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SECTION 01220
PROGRESS MEETINGS
1.1 SCOPE
A. Date and Time:
1. Regular Meetings: As mutually agreed upon by ENGINEER and
CONTRACTOR.
2, Other Meetings: On call.
B. Place: CONTRACTOR'S office at Project site or other mutually agreed upon
location.
C. ENGINEER shall prepare agenda, preside at meetings, and prepare and
distribute a transcript of proceedings to all parties.
D. CONTRACTOR shall provide data required and be prepared to discuss all items
on agenda.
1.2 MINIMUM ATTENDANCE
A. CONTRACTOR
B. SUBCONTRACTOR:
When needed for the discussion of a particular agenda item, CONTRACTOR
shall require representatives of Subcontractors or suppliers to attend a meeting.
C. CONSTRUCTION COORDINATION MANAGER
D. OWNER'S representative, if required.
E. Utility Representatives
F. Others as appropriate.
G. Representatives present for each party shall be authorized to act on their behalf.
1.3 AGENDA
Agenda will include, but will not necessarily be limited to, the following:
1. Transcript of previous meeting.
2. Progress since last meeting.
3. Planned progress for next period.
4. Problems, conflicts and observations.
5. Change Orders.
6. Status of Shop Drawings.
7. Quality standards and control.
8. Schedules, including off-site fabrication and delivery schedules. Corrective
measures, if required.
9. Coordination between parties.
10. Safety concerns.
11. Other business.
+ + END OF SECTION + +
01220-1
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SECTION 01310
CONSTRUCTION SCHEDULES
1.1 GENERAL REQUIREMENTS
A. No partial payments shall be approved by the ENGINEER until there is an
approved construction progress schedule on hand.
B. Designate an authorized representative who shall be responsible for
development and maintenance of the schedule and of all progress and
payment reports. This representative shall have direct project control and
complete authority to act on behalf of the CONTRACTOR in fulfilling the
commitments of the CONTRACTOR's schedules.
C. Contractor is to complete the construction portion of 20th Avenue from 21St
Street SW to 17th Lane SW of the project and make the roadway
connection from 20th Avenue to 21St St. SW prior to closing 17th Lane SW
portion. This is required in order to give an alternate access to the
residents of the Vero Beach Highlands Subdivision as 17th Lane SW will
be closed to vehicle traffic and not accessible. The CONTRACTOR is to
submit a Maintenance of traffic plan for approval prior to construction.
1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES
When the ENGINEER requires the CONTRACTOR to submit revised (updated)
progress schedules on a monthly basis the CONTRACTOR shall:
A. Indicate the progress of each activity to the date of submission.
B. Show changes occurring since the previous submission listing:
1. Major changes in scope.
2. Activities modified since the previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended and its effect.
3. The effect of changes on schedules of other prime contractors.
1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES
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On or before the tenth day after the effective date of the Agreement, submit the
initial schedules to the ENGINEER. The ENGINEER will review the schedules
and return a review copy to the CONTRACTOR within 21 days after receipt. If
required by the ENGINEER, resubmit revised schedules on or before the
seventh day after receipt of the review copy. If required by the ENGINEER,
submit revised monthly progress schedules with that month's application for
payment.
1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES
A. After receiving approval by the ENGINEER, distribute copies of the
approved initial schedule and all reviewed revisions (updated) to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
4. OWNER (two copies).
5. ENGINEER
B. In the cover letter, instruct recipients to report promptly to the
CONTRACTOR, in writing, any problems anticipated by the projections
shown in the schedules.
+ + END OF SECTION + +
01310-2
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01340 - Submittal of Shop Drawings
1.1 SCOPE
A. Submit shop drawings, product data and samples as required by or
inferred by the Drawings and Specifications. Submittals shall conform to
the requirements of Article 6.17 of the General Conditions, Section 00700,
and as described in this Section.
1.2 SHOP DRAWINGS
A. Shop drawings are original drawings, prepared by the CONTRACTOR, a
subcontractor, supplier, or distributor, which illustrate some portion of the
work; showing fabrication, layout, setting, or erection details. Shop
drawings are further defined in Article 6.17, Section 00700.
B. Shop drawings shall be prepared by a qualified detailer and shall be
identified by reference to sheet and detail numbers on the Contract
Drawings.
1.3 PRODUCT DATA
A. Product data are manufacturer's standard schematic drawings and
manufacturer's catalog sheets, brochures, diagrams, schedules,
performance charts, illustrations, and other standard descriptive data.
Product data are further defined in Article 6.17, Section 00700,
B. Modify standard drawings to delete information which is not applicable to
the project and supplement them to provide additional information
applicable to the project.
C. Clearly mark catalog sheets, brochures, etc., to identify pertinent
materials, products, or models.
1.4 SAMPLES
Samples are physical examples to illustrate materials, equipment, or
workmanship and to establish standards by which work is to be evaluated.
Samples are further defined in Article 6.17, Section 00700.
01340 - Submittal of Shop Drawings
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01340 - Submittal of Shop Drawings
1.5 CONTRACTOR'S RESPONSIBILITIES FOR SUBMITTAL OF SHOP
DRAWINGS, PRODUCT DATA AND SAMPLES
A. The CONTRACTOR's responsibilities for submittal of shop drawings,
product data, and samples are set forth in paragraph 6.17 of the General
Conditions and as further explained herein.
B. Prior to submission, thoroughly check shop drawings, product data, and
samples for completeness and for compliance with the Contract
Documents, verify all dimensions and field conditions, and coordinate the
shop drawings with the requirements for other related work. Also review
each shop drawing before submitting it to the ENGINEER to determine
that it is acceptable in terms of the means, methods, techniques,
sequences and operations of construction, safety precautions and
programs incidental thereto, all of which are the CONTRACTOR's
responsibility.
1. It is CONTRACTOR'S responsibility to review submittals made by
his suppliers and Subcontractors before transmitting them to
ENGINEER to assure proper coordination of the Work and to
determine that each submittal is in accordance with its desires and
that there is sufficient information about materials and equipment
for ENGINEER to determine compliance with the Contract
Documents.
2. Incomplete or inadequate submittals will be returned for revision
without review.
C. The CONTRACTOR's responsibility for errors and omissions in submittals
is not relieved by the ENGINEER's review of submittals. The
CONTRACTOR shall approve the shop drawings based on his in -the -field
measurements, prior to submittal to the ENGINEER for his review.
D. Notify the ENGINEER, in writing at the time of submission, of deviations in
submittals from the requirements of the Contract Documents. The
CONTRACTOR's responsibility for deviations in submittals from the
requirements of the Contract Documents is not relieved by the
ENGINEER's review of submittals, unless the ENGINEER gives written
acceptance of specific deviations.
E. Begin no work, which requires submittals until return of submittals with the
ENGINEER's stamp and initials or signature indicating the submittal has
been reviewed.
01340 - Submittal of Shop Drawings
01340-2
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01340 - Submittal of Shop Drawings
1.6 SUBMITTAL REQUIREMENTS AND ENGINEER'S REVIEW FOR SHOP
DRAWINGS, PRODUCT DATA AND SAMPLES
A. Submit to:
Indian River County
Engineering Division
1801 27th Street
Vero Beach, FL 32960
B. A letter of transmittal shall accompany each submittal. If data for more
than one Section of the Specifications is submitted, a separate transmittal
letter shall accompany the data submitted for each Section.
C. At the beginning of each letter of transmittal, provide a reference heading
indicating the following:
1. OWNER'S Name
2, Project Name
3, Contract Number
4. Transmittal Number
5, Section Number
D. All submittals shall have a title block with complete identifying information
satisfactory to the ENGINEER. The following is a sample Submittal Form
that the CONTRACTOR may use:
[The remainder of this page has been left blank intentionally]
01340 - Submittal of Shop Drawings
01340-3
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Contractor.
❑ Shop Drawing
Description:
Sub -Contractor:_
Remarks:
01340 - Submittal of Shop Drawings
CONTRACTOR SUBMITTALS
SUBMITTAL NO.
❑ Cut Sheet
Date Sent to County
No. Copies Sent to County
❑ Original Submittal ❑ Re -Submittal
❑ Other
***********************************************************
Reviewing Agency: (As checked below)
Date Received Date Returned No. Copies Ret'd
❑ I R C Engineering Div.
❑ I R C Utilities Services
Remarks:
***********************************************************
IRC Engineering Division
1801 27th Street
Vero Beach, FI. 32960
Remarks:
Distribution of Copies:
IRC Engineering Division
Office File
Field Office File
Date Rec'd from Contractor
Date Ret'd to Contractor_
No. Copies Ret'd
01340-4
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01340 - Submittal of Shop Drawings
E. All submittals shall bear the stamp of approval and signature of
CONTRACTOR as evidence that they have been reviewed by
CONTRACTOR. Submittals without this stamp of approval will not be
reviewed by the ENGINEER and will be returned to CONTRACTOR.
F. Assign a number to each submittal starting with No. 1 and thence
numbered consecutively. Identify resubmittals by the original submittal
number followed by the suffix "A" for the first resubmittal, the suffix "B" for
the second resubmittal, etc.
G. Initially submit to ENGINEER a minimum of six (6) copies of all submittals
that are on 11 ,,inch by 17 -inch or smaller sheets (no less than 8 1/2 -inch x
11 -inch), and one unfolded sepia and 2 prints made from that sepia for all
submittals on sheets larger than 11 -inch by 17 -inch.
H. After ENGINEER completes his review, Shop Drawings will be marked
with one of the following notations:
1. Approved
2. Approved as Corrected
3. Approved as Corrected - Resubmit
4. Revise and Resubmit
5, Not Approved
If a submittal is acceptable, it will be marked "Approved" or "Approved as
Corrected". Three (3) prints or copies of the submittal will be returned to
CONTRACTOR.
J. Upon return of a submittal marked "Approved" or "Approved as
Corrected", CONTRACTOR may order, ship or fabricate the materials
included on the submittal, provided it is in accordance with the corrections
indicated.
K. If a Shop Drawing marked "Approved as Corrected" has extensive
corrections or corrections affecting other drawings or Work, ENGINEER
may require that CONTRACTOR make the corrections indicated thereon
and resubmit the Shop Drawings for record purposes. Such drawings will
have the notation, "Approved as Corrected - Resubmit."
L. If a submittal is unacceptable, three (3) copies will be returned to
CONTRACTOR with one of the following notations:
1. "Revise and Resubmit"
2. "Not Approved"
01340 - Submittal of Shop Drawings
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01340 - Submittal of Shop Drawings
M. Upon return of a submittal marked "Revise and Resubmit", make the
corrections indicated and repeat the initial approval procedure. The "Not
Approved" notation is used to indicate material or equipment that is not
acceptable. Upon return of a submittal so marked, repeat the initial
approval procedure utilizing acceptable material or equipment.
N. Any related Work performed or equipment installed without an "Approved"
or "Approved as Corrected" Shop Drawing will be at the sole responsibility
of the CONTRACTOR.
O. Submit Sop Drawings well in advance of the need for the material or
equipment for construction and with ample allowance for the time required
to make delivery of material or equipment after data covering such is
approved. CONTRACTOR shall assume the risk for all materials or
equipment which is fabricated or delivered prior to the approval of Shop
Drawings. Materials or equipment will not be included in periodic progress
payments until approval thereof has been obtained in the specified
manner.
P. ENGINEER will review and process all submittals promptly, but a
reasonable time should be allowed for this, for the Shop Drawings being
revised and resubmitted, and for time required to return the approved
Shop Drawings to CONTRACTOR.
Q. Furnish required submittals with complete information and accuracy in
order to achieve required approval of an item within three submittals. All
costs to ENGINEER involved with subsequent submittals of Shop
Drawings, Samples or other items requiring approval, will be back -charged
to CONTRACTOR in accordance with the General Conditions and the
Supplementary Conditions. If the CONTRACTOR requests a substitution
for a previously approved item, all of ENGINEER'S costs in the reviewing
and approval of the substitution will be back -charged to CONTRACTOR
unless the need for such substitution is beyond the control of
CONTRACTOR.
+ + END OF SECTION + +
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SECTION 01520
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.1 SCOPE
A. Provide all construction equipment and facilities and temporary controls
required to satisfactorily complete the work represented on the Drawings
and described in the Specifications.
1.2 RESPONSIBILITY
A. All construction facilities and temporary controls remain the property of the
Contractor establishing them and shall be maintained in a safe and useful
condition until removed from the construction site.
B. All false work, scaffolding, ladders, hoistways, braces, pumps, roadways,
sheeting, forms, barricades, drains, flumes, and the like, any of which may
be needed in construction of any part of the work and which are not herein
described or specified in detail, must be furnished, maintained and
removed by the CONTRACTOR, who is responsible for the safety and
efficiency of such work and for any damage that may result from their
failure or from their improper construction, maintenance or operation.
C. In accepting the Contract, the CONTRACTOR assumes full responsibility
for the sufficiency and safety of all hoists, cranes, temporary structures or
work and for any damage which may result from their failure or their
improper construction, maintenance or operation and will indemnify and
save harmless the OWNER and ENGINEER from all claims, suits or
actions and damages or costs of every description arising by reason of
failure to comply with the above provision.
1.3 TEMPORARY UTILITIES AND SERVICES
A. TEMPORARY WATER
1. Provide a temporary water service as required for all construction
purposes and pay for all water used.
2. Furnish potable drinking water in suitable dispensers and with cups
for use of all employees at the job.
3. Provide all temporary piping, hoses, etc., required to transport
water to the point of usage by all trades.
4. When temporary water service is no longer required, remove all
temporary water lines.
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SECTION 01520
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
B. TEMPORARY SANITARY FACILITIES
1. Provide temporary toilet facilities separate from the job office.
Maintain these during the entire period of construction under this
Contract for the use of all construction personnel on the job.
Provide enough chemical toilets to conveniently serve the needs of
all personnel. Properly seclude toilet facilities from public
observation.
2. Chemical toilets and their maintenance shall meet the requirements
of State and local health regulations and ordinances. Immediately
correct any facilities or maintenance methods failing to meet these
requirements. Upon completion of work, remove the facilities from
the premises.
1.4 SECURITY
Full time watchmen will not be specifically required as a part of the Contract, but
the CONTRACTOR shall provide inspection of work area daily and shall take
whatever measures are necessary to protect the safety of the public, workmen,
and materials, and provide for the security of the site, both day and night.
1.5 TEMPORARY CONTROLS
Take all necessary precautions to control dust and mud associated with the work
of this Contract. In dry weather, spray dusty areas daily with water in order to
control dust. Take necessary steps to prevent the tracking of mud onto adjacent
streets and highways.
1.6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES
Remove the various temporary facilities, services, and controls and legally
dispose of them as soon as the work is complete. The areas of the site used for
temporary facilities shall be properly reconditioned and restored to a condition
acceptable to the OWNER.
+ + END OF SECTION + +
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.1 GENERAL
A. CONTRACTOR shall be responsible for taking all precautions, providing all
programs, and taking all actions necessary to protect the Work and all public
and private property and facilities from damage as specified in the General
Conditions and herein.
B. In order to prevent damage, injury or loss, CONTRACTOR'S actions shall
include, but not be limited to, the following:
1. Store apparatus, materials, supplies, and equipment in an orderly, safe
manner that will not unduly interfere with the progress of the Work or the
Work of any other Contractor or utility service company.
2. Provide suitable storage facilities for all materials, which are subject to injury
by exposure to weather, theft, breakage, or otherwise.
3. Place upon the Work or any part thereof, only such loads as are consistent
with the safety of that portion of the Work.
4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused
by construction operations, so that at all times, the site of the Work presents
a safe, orderly, and workmanlike appearance.
5. Provide barricades and guard rails around openings, for scaffolding, for
temporary stairs and ramps, around excavations, elevated walkways and
other hazardous areas.
C. Except after written consent from proper parties, do not enter or occupy
privately -owned land with men, tools, materials or equipment, except on
easements provided herein.
D. Assume full responsibility for the preservation of all public and private property or
facility on or adjacent to the site. If any direct or indirect damage is done by or
on account of any act, omission, neglect or misconduct in the execution of the
Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its
expense, to a condition equal to or better than that existing before the damage
was done.
1.2 BARRICADES AND WARNING SIGNALS
Where Work is performed on or adjacent to any roadway, right-of-way, or public
place, provide barricades, fences, lights, warning signs, danger signals, and
watchmen, and take other precautionary measures for the protection of persons or
property and of the Work. Paint barricades so they are visible at night. From sunset
to sunrise, furnish and maintain at least one light at each barricade. Erect sufficient
barricades to keep vehicles from being driven on or into Work under construction.
Furnish watchmen in sufficient numbers to protect the Work. CONTRACTOR's
responsibility for the maintenance of barricades, signs, lights, and for providing
watchmen shall continue until OWNER accepts the Project.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.3 TREE AND PLANT PROTECTION
A. Protect existing trees, shrubs and plants on or adjacent to the site that are
shown or designated to remain in place against unnecessary cutting, breaking or
skinning of trunk, branches, bark or roots.
B. Do not store or park materials or equipment within the drip line.
C. Install temporary fences or barricades to protect trees and plants in areas
subject to traffic.
D. Fires shall not be permitted under or adjacent to trees and plants.
E. Within the limits of the Work, water trees and plants that are to remain, in order
to maintain their health during construction operations.
F. Cover all exposed roots with burlap and keep it continuously wet. Cover all
exposed roots with earth as soon as possible. Protect root systems from
mechanical damage and damage by erosion, flooding, run-off or noxious
materials in solution.
G. If branches or trunks are damaged, prune branches immediately and protect the
cut or damaged areas with emulsified asphalt compounded specifically for
horticultural use.
H. Remove all damaged trees and plants that die or suffer permanent injury and
replace them with a specimen of equal or better quality.
Coordinate Work in this Section with requirements of other sections herein.
1.4 PROTECTION OF IRRIGATION
The CONTRACTOR shall be responsible for maintaining in good condition all
irrigation systems within the easements, which could be damaged by
construction activities. The CONTRACTOR shall repair any irrigation systems
damaged by construction activities within two (2) days. Irrigation systems
partially within the right-of-way of Kings Highway and all intersecting side streets
within project limits may be cut off and capped or connected to same system to
maintain functionality. The CONTRACTOR shall be responsible for maintaining
the functionality of the remaining portion of the system if it should fall outside of
the right-of-way.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.5 PROTECTION OF EXISTING STRUCTURES
A. Underground Structures:
1. Underground structures are defined to include, but not be limited to, all
sewer, water, gas, and other piping, and manholes, chambers, electrical
conduits, tunnels and other existing subsurface work located within or adja-
cent to the limits of the Work.
2. All underground structures known to ENGINEER except service
connections for water, sewer, electric, and telephone are shown. This
information is shown for the assistance of CONTRACTOR in accordance
with the best information available, but is not guaranteed to be correct or
complete. The existing utilities shown on the Contract Drawings are located
according to the information available to the ENGINEER at the time the
Drawings were prepared and have not been independently verified by the
OWNER or the ENGINEER. Guarantee is not made that all existing
underground utilities are shown or that the locations of those shown are
accurate. The locations shown are for bidding purposes only. Finding the
actual location of any existing utilities is the CONTRACTOR's responsibility
and shall be done before it commences any work in the vicinity.
Furthermore, the CONTRACTOR shall be fully responsible for any and all
damages, which might be occasioned by the CONTRACTOR Is failure to
exactly locate and preserve any and all underground utilities. The OWNER
or ENGINEER will assume no liability for any damages sustained or costs
incurred because of the CONTRACTOR's operations in the vicinity of
existing utilities or structures, nor for temporary bracing and shoring of
same. If it is necessary to shore, brace, or swing a utility, contact the utility
company or department affected and obtain their permission regarding the
method to use for such work.
3. Contact the various utility companies which may have buried or aerial
utilities within or near the construction area before commencing work.
Provide 48 hours minimum notice to all utility companies prior to beginning
construction.
4. Schedule and execute all work involving existing utilities in order to minimize
necessary interruption of services. Whenever such interruption is
necessary for completion of the work, notify the ENGINEER and the
appropriate utility at least 48 hours in advance. Perform all work to
repair/restore utility service to the satisfaction of the appropriate utility.
Include all costs related to service maintenance, interruption, and
restoration in the appropriate line item in the Contract.
5. Where it is necessary to temporarily interrupt house or business services,
the CONTRACTOR shall notify the owner or occupant, both before the
interruption (24-hour minimum), and again immediately before service is
resumed. Before disconnecting and pipes or cables, the CONTRACTOR
shall obtain permission from their owner, or shall make suitable
arrangement for their disconnection by their owner.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
6. Explore ahead of trenching and excavation work and uncover all obstructing
underground structures sufficiently to determine their location, to prevent
damage to them and to prevent interruption of the services which such
structures provide. If CONTRACTOR damages an underground structure,
restore it to original condition at CONTRACTOR's expense.
7. Necessary changes in the location of the Work may be made by
ENGINEER, to avoid unanticipated underground structures.
8. If permanent relocation of an underground structure or other subsurface
facility is required and is not otherwise provided for in the Contract
Documents, ENGINEER will direct CONTRACTOR in writing to perform the
Work, which shall be paid for under the provisions of Article 11 of the
General Conditions,
B. Surface Structures:
1. Surface structures are defined as structures or facilities above the ground
surface. Included with such structures are their foundations and any
extension below the surface. Surface structures include, but are not limited
to, buildings, tanks, walls, bridges, roads, dams, channels, open drainage,
piping, poles, wires, posts, signs, markers, curbs, walks and all other facil-
ities that are visible above the ground surface.
C. Protection of Underground and Surface Structures:
1. Sustain in their places and protect from direct or indirect injury, all
underground and surface structures located within or adjacent to the limits
of the Work. Such sustaining and supporting shall be done carefully, and
as required by the party owning or controlling such structure. Before
proceeding with the work of sustaining and supporting such structure,
satisfy the ENGINEER that the methods and procedures to be used have
been approved by the party owning same.
2. Assume all risks attending the presence or proximity of all underground and
surface structures within or adjacent to the limits of the Work.
CONTRACTOR shall be responsible for all damage and expense for direct
or indirect injury caused by its Work to any structure. CONTRACTOR shall
repair immediately all damage caused by his work, to the satisfaction of the
OWNER of the damaged structure.
D. All other existing surface facilities, including but not limited to, guard rails, posts,
guard cables, signs, poles, markers, and curbs which are temporarily removed to
facilitate installation of the Work shall be replaced and restored to their original
condition at CONTRACTOR'S expense.
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SECTION 01541
PROTECTION OF THE WORK AND PROPERTY
1.6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES
A. The CONTRACTOR shall be responsible for and make good all damage to
pavement beyond the limits of this Contract, buildings, telephone or other
cables, water pipes, sanitary pipes, or other structures which may e
encountered, whether or not shown on the Drawings.
B. Information shown on the Drawings as to the location of existing utilities has
been prepared from the most reliable data available to the Engineer. This
information is not guaranteed, however, and it shall be this CONTRACTOR's
responsibility to determine the location, character and depth of any existing
utilities. He shall assist the utility companies, by every means possible to
determine said locations. Extreme caution shall be exercised to eliminate any
possibility of any damage to utilities resulting from his activities.
1.7 ADJUSTMENTS OF UTILITY CASTINGS, COVERS AND BOXES
A. All existing utility castings, including valve boxes, junction boxes, manholes, pull
boxes, inlets and similar structures in the areas of construction that are to
remain in service shall be adjusted by the CONTRACTOR to bring them flush
with the surface of the finished work.
B. The CONTRACTOR shall coordinate the utilities to ensure proper construction
sequencing. CONTRACTOR shall make available survey reference markers to
the various utility companies.
+ + END OF SECTION + +
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SECTION 01550
ACCESS ROADS, PARKING AREAS
AND USE OF PUBLIC STREETS
1.1 GENERAL
A. Provide all temporary construction roads, walks and parking areas required
during construction and for use of emergency vehicles. Design and maintain
temporary roads and parking areas so they are fully usable in all weather
conditions.
B. Prevent interference with traffic and the OWNER's operations on existing roads.
Indemnify and save harmless the OWNER from any expenses caused by
CONTRACTOR's operations over these roads.
C. Roadways damaged by CONTRACTOR shall be restored to their original
condition by the CONTRACTOR subject to approval of the OWNER or
ENGINEER.
D. Remove temporary roads, walks and parking areas prior to final acceptance and
return the ground to its original condition, unless otherwise required by the
Contract Documents.
1.2 USE OF PUBLIC STREETS
The use of public streets and alleys shall be such as to provide a minimum of
inconvenience to the public and to other traffic. Any earth or other excavated
material spilled from trucks shall be removed immediately by the CONTRACTOR
and the streets cleaned to the satisfaction of the Owner.
1.3 USE OF PUBLIC STREETS FOR HAUL ROADS
A. Prior to construction, the CONTRACTOR shall designate all proposed haul
roads to be used during the life of the project. Any earth or other materials
spilled from trucks shall be removed by the CONTRACTOR and streets
cleaned to the satisfaction of the Owner. He further shall be responsible for
repairs to any damages caused by his operations, prior to final payment.
01550 Access Roads
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SECTION 01550
ACCESS ROADS, PARKING AREAS
AND USE OF PUBLIC STREETS
B. All trucks carrying earth shall be covered while moving with an appropriate
tarpaulin. Should trucks hauling earth fail to cover their loads, the
CONTRACTOR will be given two (2) written warnings, after which the
CONTRACTOR shall pay a fine of $50 per uncovered truck to the Owner
when invoked by the Owner to Owner's Engineer. All cleanup shall be the
responsibility of the CONTRACTOR.
C. All trucks/moving equipment shall have backup warning horns in proper
working order while on the job site.
+ + END OF SECTION + +
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SECTION 01610
TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT
1.1 GENERAL
A. Make all arrangements for transportation, delivery and handling of equipment
and materials required for prosecution and completion of the Work.
B. Shipments of materials to CONTRACTOR or Subcontractors shall be delivered
to the site only during regular working hours. Shipments shall be addressed and
consigned to the proper party giving name of Project, street number and city.
Shipments shall not be delivered to OWNER except where otherwise directed.
C. If necessary to move stored materials and equipment during construction,
CONTRACTOR shall move or cause to be moved materials and equipment
without any additional compensation.
1.2 DELIVERY
A. Arrange deliveries of products in accord with construction schedules and in
ample time to facilitate inspection prior to installation.
B. Coordinate deliveries to avoid conflict with Work and conditions at site and to
accommodate the following:
1. Work of other contractors, or OWNER.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
4. OWNER'S use of premises.
C. Do not have products delivered to project site until related Shop Drawings have
been approved by the ENGINEER.
D. Do not have products delivered to site until required storage facilities have been
provided.
E. Have products delivered to site in manufacturer's original, unopened, labeled
containers. Keep ENGINEER informed of delivery of all equipment to be
incorporated in the Work.
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SECTION 01610
TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT
F. Partial deliveries of component parts of equipment shall be clearly marked to
identify the equipment, to permit easy accumulation of parts, and to facilitate
assembly.
G. Immediately on delivery, inspect shipment to assure:
1. Product complies with requirements of Contract Documents and reviewed
submittals.
2. Quantities are correct.
3. Containers and packages are intact, labels are legible.
4. Products are properly protected and undamaged.
1.3 PRODUCT HANDLING
A. Provide equipment and personnel necessary to handle products, including
those provided by OWNER, by methods to prevent soiling or damage to
products or packaging.
B. Provide additional protection during handling as necessary to prevent scraping,
marring or otherwise damaging products or surrounding surfaces.
C. Handle products by methods to prevent bending or overstressing.
D. Lift heavy components only at designated lifting points.
E. Materials and equipment shall at all times be handled in a safe manner and as
recommended by manufacturer or supplier so that no damage will occur to
them. Do not drop, roll or skid products off delivery vehicles. Hand carry or use
suitable materials handling equipment.
+ + END OF SECTION + +
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SECTION 01611
STORAGE OF MATERIAL AND EQUIPMENT
1.1 GENERAL
A. Store and protect materials and equipment in accordance with manufacturer's
recommendations and requirements of Specifications.
B. Make all arrangements and provisions necessary for the storage of materials
and equipment. Place all excavated materials, construction equipment, and
materials and equipment to be incorporated into the Work, so as not to injure
any part of the Work or existing facilities, and so that free access can be had at
all times to all parts of the Work and to all public utility installations in the vicinity
of the Work. Keep materials and equipment neatly and compactly stored in
locations that will cause a minimum of inconvenience to other contractors,
public travel, adjoining owners, tenants and occupants. Arrange storage in a
manner to provide easy access for inspection.
C. Areas available on the construction site for storage of material and equipment
shall be as shown or approved by the ENGINEER.
D. Store materials and equipment which are to become the property of the
OWNER to facilitate their inspection and insure preservation of the quality and
fitness of the Work, including proper protection against damage by extreme
temperatures and moisture.
E. Do not use lawns, grass plots or other private property for storage purposes
without written permission of the OWNER or other person in possession or
control of such premises.
F. CONTRACTOR shall be fully responsible for loss or damage to stored
materials and equipment.
G. Do not open manufacturers containers until time of installation unless
recommended by the manufacturer or otherwise specified.
H. When appropriate store materials on wood blocking so there is no contact with
the ground.
+ + END OF SECTION + +
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SECTION 01630
SUBSTITUTIONS
1.1 GENERAL
A. Requests for review of a substitution shall conform to the requirements of
Article 6.05, "Substitutes and Or -Equals," of the General Conditions, and shall
contain complete data substantiating compliance of the proposed substitution
with the Contract Documents,
1.2 CONTRACTOR'S OPTIONS
A. For materials or equipment (hereinafter products) specified only by reference
standard, select product meeting that standard by any manufacturer, fabricator,
supplier or distributor (hereinafter manufacturer). To the maximum extent
possible, provide products of the same generic kind from a single source.
B. For products specified by naming several products or manufacturers, select any
one of the products or manufacturers named which complies with Specifications.
C. For products specified by naming one or more products or manufacturers and
stating "or equivalent," submit a request for a substitution for any product or
manufacturer which is not specifically named.
D. For products specified by naming only one product or manufacturer and followed
by words indicating that no substitution is permitted, there is no option and no
substitution will be allowed.
E. Where more than one choice is available as a CONTRACTOR's option, select
product which is compatible with other products already selected or specified.
1.3 SUBSTITUTIONS
A. During a period of 15 days after date of commencement of Contract Time,
ENGINEER will consider written requests from CONTRACTOR for substitution of
products or manufacturers, and construction methods (if specified).
1. After end of specified period, requests will be considered only in case of
unavailability of product or other conditions beyond control of
CONTRACTOR.
B. Submit 5 copies of Request for Substitution. Submit a separate request for each
substitution. In addition to requirements set forth in Article 6.7 of General Condi-
tions, include in the request the following:
1. For products or manufacturers:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature with product description, performance and
test data, and reference standards.
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C, Samples, if appropriate.
d. Name and address of similar projects on which product was used,
and date of installation.
2. For construction methods (if specified):
a. Detailed description of proposed method.
b. Drawings illustrating method.
3. Such other data as the ENGINEER may require to establish that the
proposed substitution is equal to the product, manufacturer or method
specified.
C. In making Request for Substitution, CONTRACTOR represents that:
1. CONTRACTOR has investigated proposed substitution, and deter-
mined that it is equal to or superior in all respects to the product,
manufacturer or method specified.
2. CONTRACTOR will provide the same or better guarantees or
warranties for proposed substitution as for product, manufacturer, or
method specified.
3. CONTRACTOR waives all claims for additional costs or extension of
time related to a proposed substitution that subsequently may become
apparent.
D. A proposed substitution will not be accepted if:
1. Acceptance will require changes in the design concept or a substantial
revision of the Contract Documents.
2. It will delay completion of the Work, or the work of other contractors.
3. It is indicated or implied on a Shop Drawing and is not accompanied by
a formal Request for Substitution from CONTRACTOR.
E. If the ENGINEER determines that a proposed substitute is not equal to that
specified, furnish the product, manufacturer, or method specified at no additional
cost to OWNER.
F. Approval of a substitution will not relieve CONTRACTOR from the requirement
for submission of Shop Drawings as set forth in the Contract Documents.
G. The procedure for review by Engineer will include the following:
1. Requests for review of substitute items of material and equipment will
not be accepted by Engineer from anyone other than CONTRACTOR.
2. Upon receipt of an application for review of a substitution, Engineer will
determine whether the review will be more extensive than a normal shop
drawing review for the specified item.
3. If the substitution will not require a more extensive review, Engineer will
proceed with the review without additional cost to CONTRACTOR.
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4. If the substitution requires a more extensive review, Engineer will
proceed with the review only after CONTRACTOR has agreed to
reimburse Owner for the review cost.
5. Engineer may require CONTRACTOR to furnish at CONTRACTOR's
expense additional data about the proposed substitute.
H. Any redesign of structural members shall be performed by, and the plans signed
and sealed by, a Professional Engineer registered in the State of Florida. The
redesign shall be at the CONTRACTOR's expense. Any redesign will require an
extensive review by the Engineer. The CONTRACTOR must agree to reimburse
the Owner for the review cost prior to the Owner's Engineer proceeding with the
design review. The ENGINEER's hourly rate for review is $125 per hour. The
ENGINEER's estimated cost of review shall be provided to the CONTRACTOR
prior to proceeding with the review to allow the CONTRACTOR the opportunity to
rescind the request.
I. Engineer will be allowed a reasonable time within which to evaluate each
proposed substitution. Engineer will be the sole judge of acceptability and shall
have the right to deny use of any proposed substitution. The CONTRACTOR
shall not order, install, or utilize any substitution without either an executed
Change Order or Engineer's notation on the reviewed shop drawing. Owner may
require CONTRACTOR to furnish at CONTRACTOR's expense a special
manufacturer's performance guarantee(s) or other surety with respect to any
substitute and an indemnification by the CONTRACTOR. ENGINEER will record
time required by Engineer and Engineer's consultants in evaluating substitutions
proposed by CONTRACTOR and in making changes in the Contract Documents
occasioned thereby. Whether or not a proposed substitute is sued,
CONTRACTOR shall reimburse Owner for the charges of Engineer and
Engineer's consultants for evaluating each proposed substitute.
J. Substitute materials or equipment may be proposed for acceptance in
accordance with this Section. In the event that substitute materials or equipment
are used and are less costly than the originally specified material or equipment,
than the net difference in cost shall benefit the Owner and CONTRACTOR in
equal proportions. This cost difference shall not be reduced by any failure of the
CONTRACTOR to base his bid on the named materials or equipment.
+ + END OF SECTION + +
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SECTION 01710
SITE CLEANUP AND RESTORATION
1.1 SCOPE
Furnish all labor, equipment, appliances, and materials required or necessary to
clean up and restore the site after the construction is completed.
1.2 REQUIREMENTS
A. During the progress of the project, keep the work and the adjacent areas
affected thereby in a neat and orderly condition. Remove all rubbish,
surplus materials, and unused construction equipment. Repair all
damage so that the public and property owners will be inconvenienced as
little as possible.
B. Provide onsite containers for the collection of waste materials, debris, and
rubbish and empty such containers in a legal manner when they become
full.
C. Where material or debris has been deposited in watercourses, ditches,
gutters, drains, or catch -basins as a result of the CONTRACTOR's
operations, such material or debris shall be entirely removed and
satisfactorily disposed of during the progress of the work, and the ditches,
channels, drains, etc., shall be kept clean and open at all times.
D. Before the completion of the project, unless otherwise especially directed
or permitted in writing:
1. Tear down and remove all temporary buildings and structures;
2. Remove all temporary works, tools, and machinery, or other
construction equipment furnished;
3. Remove all rubbish from any grounds occupied; and
4. Leave the roads, all parts of the premises, and adjacent property
affected by construction operations, in a neat and satisfactory
condition.
E. Restore or replace any public or private property damaged by construction
work, equipment, or employees, to a condition at least equal to that
existing immediately prior to the beginning of the operations. To this end,
the CONTRACTOR shall restore all highway, roadside, and landscaping
work within any right-of-way, platted or prescriptive. Acceptable materials,
equipment, and methods shall be used for such restoration.
F. Thoroughly clean all materials and equipment installed and on completion
of the work, deliver the facilities undamaged and in fresh and new -
appearing condition.
01710 Site Cleanup
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G. It is the intent of the Specifications to place the responsibility on the
CONTRACTOR to restore to their original condition all items disturbed,
destroyed, or damaged during construction. Particular attention will be
placed on restoration of canals to equal or better condition than prior to
construction.
H. When finished surfaces require cleaning with cleaning materials, use only
those cleaning materials which will not create hazards to health or
property and which will not damage the surfaces. Use cleaning materials
only on those surfaces recommended by the manufacturer. Follow the
manufacturer's directions and recommendations at all times.
I. Keep the amount of dust produced during construction activities to a
minimum. At CONTRACTOR's expense, spray water or other dust
control agents over the areas, which are producing the dust. Schedule
construction operations so that dust and other contaminants will not fall on
wet or newly coated surfaces.
1.3 SITE CLEANUP AND RESTORATION
Prior to final completion, the OWNER, ENGINEER, INDIAN RIVER FARMS
WATER CONTROL DISTRICT, and CONTRACTOR shall review the site with
regards to site cleanup and restoration. Clean and/or restore all items
determined to be unsatisfactory by the OWNER or ENGINEER, at no additional
expense.
+ + END OF SECTION + +
01710 Site Cleanup
01710-2
F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract
Documents\01710 -Site Cleanup.doc