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HomeMy WebLinkAbout2008-225CG -140331-A (Ed. 01/01) IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE ADDITIONAL INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT, SEE PARAGRAPH Cool .OF THIS ENDORSEMENT FOR THESE DUTIES. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED ENDORSEMENT WITH PRODUCTS=COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Designated Project: See Certificate of Insurance (Coverage under this endorsement is not affected by an entry or lack of entry in the Schedule above.) A. WHO IS AN INSURED (Section 11) is amended to 3. The coverage provided to the additional insured include as an insured any person or organization, by this endorsement and paragraph f. of the including any person or organization shown in the definition of "insured contract" under schedule above, (called additional insured) whom DEFINITIONS (Section V) do not apply to you are required to add as an additional insured on "bodily injury" or "property damage" arising out this policy under a written contract or written of the "products -completed operations hazard" agreement; but the written contract or written unless required by the written contract or written agreement must be: agreement. 1. Currently in effect or becoming effective during 4. The insurance provided to the additional insured the term of this policy; and does not apply to "bodily injury," "property 2. Executed prior to the "bodily injury," "property damage," or "personal and advertising injury" damage," or "personal and advertising injury", arising out of an architect's, engineer's, or surveyors rendering of or failure to render any B. The insurance provided to the additional insured is professional services including: limited as follows: a. The preparing, approving, or failing to 1. That person or organization is an additional prepare or approve maps, shop drawings, insured solely for liability due to your negligence opinions, reports, surveys, field orders, specifically resulting from "your work" for the change orders or drawings and additional insured which is the subject of the specifications; and written contract or written agreement. No b. Supervisory, or inspection activities coverage applies to liability resulting from the performed as part of any related sole negligence of the additional insured. architectural or engineering activities. 2. The Limits of Insurance applicable to the C. As respects the coverage provided under this additional insured are those specified in the endorsement, SECTION IV — COMMERCIAL written contract or written agreement or in the GENERAL LIABILITY CONDITIONS are amended Declarations of this policy, whichever is less. as follows: These Limits of Insurance are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. G -140331-A Page 1 of 2 (Ed. 01/01) PDF created with FinePrint pdfFactory trial version http://www.pdffacto[y,com 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 2. a waiver of all Claims by CONTRAC- TOR against OWNER other than those previously made in writing which are still unsettled. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 OWNER May Suspend Work A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. COW TRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes a Claim therefor as provided in paragraph 10.05. 15.02 OWNER May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1. CONTRACTOR's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.07 as adjusted from time to time pursuant to paragraph 6.04); 2. CONTRACTOR's disregard of Laws or Regulations of any public body having jurisdiction; 3. CONTRACTOR's disregard of the authority of ENGINEER; or 4. CONTRACTOR's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in paragraph 15.02.A occur, OWNER may, after giving CONTRACTOR (and the surety, if any) seven days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the Site, and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other, professionals and all court or arbitration or other dispute resolution costs) sustained by OWNER arising out of or relating to completing the Work, such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses, and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and, when so approved by ENGINEER, incorporated in a Change Order. When exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. C. Where CONTRACTOR Is services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CON- TRACTOR from liability. 15.03 OWNER May Terminate For Convenience A. Upon seven days written notice to COW TRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Contract. In such case, CONTRACTOR shall be paid (without duplication of any items): 00700 - General Conditions 00700-43 FAEngineering\Capital Projects\0217-Powerline RoadtBid DocumentsW0700 - General Conditions.doc 1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. for all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) in- curred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. for reasonable expenses directly attributable to termination. B. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other eco- nomic loss arising out of or resulting from such termination. 15.04 CONTRACTOR May Stop Work or Terminate 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, eF OWNER fails f9F 30 days to pay G TRACTOR any sum finally deet.efmoned to be due, 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, 9r CDINNIER has failed f9F 30 days to pay GONTRAGTOR any sum fiRally deteFFAined to be due., 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 Is stopping the Work as permitted by this paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Dispute resolution methods and procedures, if any, shall be as set forth in the Supplementary Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9.09 and 10.05, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies avail- able hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each 00700-44 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\00700 - General Conditions.doc 00700 - General Conditions particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warran- ties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or comple- tion of the Agreement. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 00700 - General Conditions 00700-45 FAEngineering\Capital Projects10217-Powerline RoadtBid Documents\00700 - General Conditions.doc SECTION 00800 =SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Article Title Introduction Defined Terms Before Starting Construction Preconstruction Conference Coordination of Plans, Specifications, and Special Provisions Subsurface and Physical Conditions Performance, Payment and Other Bonds Certificates of Insurance CONTRACTOR'S Liability Insurance OWNER'S Liability Insurance Property Insurance Waiver of Rights Receipt and Application of Insurance Proceeds Labor; Working Hours Permits Taxes Test and Inspections Progress Payments Mediation Arbitration Liens 00800-i 00800 iF:\Engineering\Capital Projeds\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditiions.doc Article Number SC - 1.00 SC —1.01 SC —2.05 SC — 2.06 SC — 3.06 SC — 4.02 SC — 5.01 SC — 5.03 SC — 5.04 SC — 5.05 SC — 5.06 SC — 5.07 SC — 5.08 SC — 6.02 SC — 6.06 SC — 6.10 SC —13.03 SC —14.02 SC —16.02 SC — 16.03 SC — 17.06 00800 - Supplementary Conditions S SC -1.00 Introduction - SUPPLEMENTARY CON GENERAL CONDITIONS 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 -1.02 Terminology SC -1.02.D.1, 2, and 3 Delete paragraphs GC4.02.D.10 2, and 3 in their entirety and insert the following paragraphs in their place: D. Furnish, Install, Perforrn, Provide 1. The word "furnish" shall mean to supply and deliver services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install" shall mean to put into use or place in final position services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide" shall mean to furnish and install services, materials, or equipment complete and ready for intended use. 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 GC406.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 00800-1 00800 - Supplementary Conditions 00800 1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditions.doc for handling Shop Drawings and other submittals, and maintaining required records. Utility companies and others as appropriate will be requested to attend to discuss 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. B. Written/computed dimensions shall govern over scaled dimensions. SC4.02 Subsurface and Physical Conditions SC4.02 Add the following new paragraphs immediately after paragraph GC -4.02.8: C. In the preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants relied upon the following reports of explorations and tests of subsurface conditions at the Site: 1, Roadway Soil Survey — 70th Avenue dated January 2008 D. Reports and drawings itemized.in SC4.02.0 are not included with the Bidding Documents. Copies may be examined at Indian River County Administration Building Public Works 1801 27tl' Street Vero Beach, FL 32960 during regular business hours. These reports and drawings are not part of the Contract Documents. 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 125% 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 00800-2 00800 - Supplementary Conditions 00800 2F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditions.doc 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 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 00800-3 00800 - Supplementary Conditions 00800 3FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents100800 - Supplementary Conditions.doc 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 31clause 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. 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, oosoo-4 00800 - Supplementary Conditions 00800 4FAEngineering\Capital Projects\0217-Powerline RoadlBid Documents\00800 - Supplementary Conditions.doc 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. SC -5.07 Waiver of Rights listed as "additional insureds" on the SC -5.07 Delete GC -5.07 (paragraphs A, 8, 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 Delete (paragraph A) SC -6.02 Labor; Working Hours SC -6.02.13. 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. 00800-5 00800 - supplementary Conditions 00800 5F:\Engineering\Capital Projects\0217-Powerline Road\Bid Document5\00800 - Supplementary Conditions.doc 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 Rix) : 1. St Johns River Water Management District - Permit no. 400-061- 114549-1 2. Sebastian River Water Control District - Permit No. xxxxxx 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. 00800 - Supplementary conditions 00800 6FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditions.doc SC -13.03 Test and Inspections SC -13.03.8. 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 back charge 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 13.04.8 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 GC -13.05.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 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 -14.02.8.5. Delete paragraph GC -14.02.8.5.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 GC44.02.8.5: e. OWNER has been required to pay ENGINEER additional compensation because of CONTRACTOR delays or rejection of defective Work; or f. OWNER has been required to pay an independent testing laboratory for subsequent inspections, tests, or approvals taken after initial failing oosoo-7 00800 - Supplementary Conditions 00800 7FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditions.doc inspections, tests, or approvals. 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. 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 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." SCA 4,04B 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 SCA4.07.C.1. Delete paragraph GC -14.07.C.1 in its entirety and insert the following paragraph in its place: C. Payment Becomes Due 00800 - Supplementary Conditions 00800 8FAEngineering\Capital Projects\0217-Powerline RoadlBid Documents\00800 - Supplementary Conditions.doc 1. Payment shall be made by OWNER to CONTRACTOR according to the " Local Government Prompt Payment Act" , Florida Statutes section 218.70, et. seq. SC -15.01 OWNER May Suspend Work SC -15.01.A Delete the last sentence in paragraph GC45.01.A and insert the following in its place: CONTRACTOR shall be allowed an extension of the Contract Times, directly attributable to any such suspension if CONTRACTOR makes a Claim for an extension as provided in paragraph 10.05. CONTRACTOR shall not be allowed an adjustment of the Contract Price and CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other eco- nomic loss arising out of or resulting from such Work suspension. SC -15.02 OWNER May Terminate For Cause SCA 5.02.A.5 and SC -15.02.A.6 Add the following new paragraphs immediately after paragraph GC45.02.A.4: 5. CONTRACTOR's violation of Section 02225 — "Erosion Control and Treatment of Dewatering Water From the Construction Site." 6. CONTRACTOR's failure to make payment to Subcontractors or Suppliers for materials or labor in accordance with the respective agreements between the CONTRACTOR and the Subcontractors or Suppliers. SC -15.04 CONTRACTOR May Stop Work or Terminate SC -15.04 Delete the following text from the first sentence of paragraph GC45.04.A: SC -15.04 Delete the following text from the second sentence of paragraph GC45.04.A: SC -16 DISPUTE RESOLUTION SC -16.02 Mediation SC -16 Add the following new paragraph immediately after paragraph GC -16.01. 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 191' 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. 00800-9 00800 - Supplementary Conditions 00800 9F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\00800 - Supplementary Conditions.doc SC -17 Miscellaneous Add the following new paragraphs immediately after paragraph GC17.05: 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 against 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++ 00800-10 00800 - Supplementary Conditions 008001 OFAEngineering\Capital Projects\0217-Powerline Road0d Documents\00800 - Supplementary Conditions.doc DATE OF ISSUANCE: SECTION 00942 - Change Order Form No. EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR Bid No:2008xxxxxx Project: Powerline Road North of C R 510 to the Sebastian City Limits OWNER's Contract No. ENGINEER Indian River County ENGINEER's Contract No. N/A 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 Com letion: RECOMMENDED: By: INEER (Signature) Date: 00942-1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\00942 - Change Order Form.doc Rev. 05/01 APPROVED: By: OWNER (Signature) Date: 00942 - Change Order Form SECTION 00946 - Field Order Form DATE OF ISSUANCE: OWNER: Indian River County CONTRACTOR Bid No: 2008xxxx Project: Powerline Road North of OWNER's Contract No. ENGINEER: Indian River County Field Activity Description: Reason for Change: Recommended Disposition: Field Operations Officer/ Engineer (Signature) Disposition: Contractor's Onsite Supervisor (Signature) Field Change No.: EFFECTIVE DATE: ENGINEER's Contract No. Distribution: Field Operations Officer Others as Required: On-site Supervisor Project File * * END OF SECTION * * FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\00946 - Field Order Form.doc Date Date 00946 - Field Order Form SECTION 00948 - Work Change Directive DATE OF ISSUANCE: No. EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR: Bid No: 2008xxxxx Project; Powerline Road North of C R 510 to the Sebastian City Limits OWNER's Contract No. ENGINEER's Contract No. ENGINEER: Indian River County You are directed to proceed promptly with the following changes: Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Prices: ❑ Unit Prices Q Lump Sum II Other: II By Change Order: Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Method of determining change in Contract Times II Contractor's Records [1 Engineer's Records F1 Other: ❑ By Change Order: Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Completion: days. If the change involves an increase, the estimated time is not to be exceeded without further authorization. RECOMMENDED: M I AUTHORIZED: By: I I By: ENGINEER (Authorized Signature) I I OWNER (Authorized Signature) Date: Date: * * END OF SECTION * * F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\00948 - Work Change Directive.doc DIVISION 1 GENERAL REQUIREMENTS TITLE SUMMARY OF WORK SPECIAL PROVISIONS FORCE ACCOUNT FIELD ENGINEERING AND LAYOUT REFERENCE STANDARDS GENERAL QUALITY CONTROL PROGRESS MEETINGS CONSTRUCTION SCHEDULES SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PROTECTION OF THE WORK AND PROPERTY ACCESS ROADS, PARKINGS AREAS AND USE OF PUBLIC STREETS TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT STORAGE OF MATERIAL AND EQUIPMENT SUBSTITUTIONS SITE CLEANUP AND RESTORATION RECORD DOCUMENTS POST FINAL INSPECTION SECTION NO. 01000 01009 01024 01050 01091 01215 01220 01310 01340 01520 01541 01550 01610 01611 01630 01710 01720 01820 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\DIVISION 1 GENERAL REQUIREMENTS.doc SECTION 01000 SUMMARY OF WORK PART 1 -- GENERAL 1.01 LOCATION OF WORK The work is generally located on Powerline Road north of C.R. 510 to the Sebastian City limits in Indian River County, Florida, as shown on the construction plans. 1.02 DESCRIPTION OF WORK Construction of approximately 2,673.2 LF of Paving and Drainage Improvements, in Indian River County, FL. Construction consists of, but is not limited to, utilities exploration, coordination with any permitting agencies, trenching, dewatering, installation of pipe with fittings and all appurtenances, restrainers, soil compaction, disinfection, testing, irrigation repair, private property replacement or repair, franchise utility repair and traffic control. PVC pipe shall be C-900 per Indian River County Utility Standards and Specifications. PART 2 -- PRODUCTS Not applicable PART 3 -- EXECUTION Not applicable * * END OF SECTION * * 01000-1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01000 Summary Of Workl.doc 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. B. 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, U.S. Army Corps of Engineers, Sebastian River 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: Chester Wilcox — PID No. 31-39-30-00000-7000-00002.0 • Donald Beaty — PID No. 31-39-30-00000-5000-00007.0 Harry & Pauline Jones — PID No. 31-39-30-00000-5000-00008.0 Kathy Woolsey — PID No. 31-39-30-00000-5000-00009.0 • Charles & Kathleen Behler- PID No. 31-39-30-00000-5000-00014.0 01009-1 01009 -Special Provisions FAEngineering\Capital Projects\0217-Powerline Road0d Documents\01009 - Special Provisions.doc Dorothy Smith — PID No. 31-39-30-00000-5000-00015.0 Cross Creek Lake Estates, LLC — PID No, 31-39-30-00000-5000-00001.0 Carl Fisher— PID No. 31-39-30-00000-7000-00002.1 F. During construction of the culvert crossing at approximately station 10+35 and 23+50 the CONTRACTOR must maintain traffic flow. 01009-2 01009 -Special Provisions FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01009 - Special Provisions.doc 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 + + 01024-1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01024 - Force Account.doc SECTION 01050- FIELD 1050 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 authorization 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. 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. 1050-1 0.1050 Field Engineering F1Engineering%Capital Projects\0217-Powerline RoadtBid Documentst01050 - Field Engineering.doc 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 to 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. 1.4 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 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01050 - Field Engineering.doc 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 01091-1 01091 Reference Standards FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01091 -Reference Standards.doc 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 SJRWMD St. Johns River Water Management District SRWCD Sebastian River Water Control 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 + + 01091-2 01091 Reference Standards F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01091 - Reference Standards.doc 17 SECTION 01215 GENERAL QUALITY CONTROL 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. 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. 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 progresses. Control delivery schedules so as to minimize unnecessary long-term storage at the project site prior to installation. 01215-1 01215 General Quality Control FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01215 General Quality.doc 1.5 PROJECT PHOTOGRAPHS/VIDEOS A. The CONTRACTOR shall make provisions, at his expense, for video tapes of all work areas just prior to construction, and for unusual conditions during construction. The 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 Video: 1. Contractor shall provide the Owner with a video record and one copy of the existing conditions prior to construction. This video shall be a standard VHS cassette format, and shall be narrated. 2. The 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 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 video should include the limits of effects of the use of vibratory rollers. 9) This 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 + + 01215-2 01215 General Quality Control FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01215 General Quality.doc 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. ENGINEER. 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 measures, if required. 9. Coordination between parties. 10. Safety concerns. 11. Other business. + + END OF SECTION + + 01220-1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01220 - Progress Meetings.doc Corrective 01220 Progress Meetings 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. 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. 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. 01310-1 01310 Construction Schedule FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01310 - Construction Schedule.doc 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 01310 Construction Schedule FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01310 - Construction Schedule.doc 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 01340-1 FAEngineering\Capital Projects\0217-Powedine Road\Bid Documents\01340 - Submittal of Shop Drawings.doc 01340 - Submittal of Shop Drawings IN 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 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01340 - Submittal of Shop Drawings.doc 01340 = Submittal of Shop Drawings IN 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 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01340 - Submittal of Shop Drawings.doc Contractor: ❑ Shop Drawing Description: Sub -Contractor:_ Remarks: 01340 =Submittal of Sho 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 Date Rec'd from Contractor Date Ret'd to Contractor 180127 1h Street No. Copies Ret'd Vero Beach, FI. 32960 Remarks: Distribution of Copies: IRC Engineering Division Office File Field Office File 01340-4 01340 - Submittal of Shop Drawings FAEngineering\Capital Projects\0217•Powerline Road\Bid Documents\01340 - Submittal of Shop Drawings.doc 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 I. 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 01340-5 FAEngineeringZapital Projects\0217-Powerline Road\Bid Documents\01340 - Submittal of Shop Drawings.doc 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 + + 01340 - Submittal of Shop Drawings 01340-6 FAEngineeringZapital Projects\0217-Powerline Road\Bid Documents\01340 - Submittal of Shop Drawings.doc 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. 01520-1 F:\Ehgineering\Capital Projects\0217-Powerline Road\Bid Documents\01520 - Construction Facilities.doc SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS B. TEMPUKAKY SANT I AKT rMUILI I ICJ 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. 1A 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. 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 + + 01520-2 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01520 - Construction Facilities.doc 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. 01541-1 FAEngineering\Capital Projects\0217- Powerline Road\Bid Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 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. I. Coordinate Work in this Section with requirements of other sections herein. 1A 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. 01541-2 FAEngineering\Capital Projects\0217- Powerline Road\Bid Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 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's 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. 01541-3 F:\Engineering\Capital Projects\0217- Powerline Road\Bid Documents\01541 - Protection of Property.doc 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 facile 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. 015414 FAEngineering\Capital Projects\0217- Powerline Road\Bid Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 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. 1. 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. 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 + + 01541-5 FAEngineering\Capital Projects\0217- Powerline Road\Bid Documents\01541 - Protection of Property.doc 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 01550-1 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01550 - Access Roads.doc 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 + + 01550 Access Roads 01550-2 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01550 - Access Roads.doc 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. 01610-1 FAEngineering\Capital Projects\0217-Powerline Road\Bid Documents\01610 - Transportation and Handling of Materials and Equipment.doc 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 + + 01610-2 F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01610 - Transportation and Handling of Materials and Equipment.doc 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 + + 01611-1 01611—Storage of Material F:\Engineering\Capital Projects\0217-Powerline Road\Bid Documents\01611 - Storage of Materials.doc