Okaloosa County BOCC — February 18, 2014 — Underground Electric Manhole

CONTRACT & LEASE INTERNAL COORDINATION SHEET RECEIVED AUG 19 gO Dept. Monitor Name: adhe Litfeel) Ls Crews Hons penfene. Document has been reviewed and includes any attachments or exhibits. Contract/Lease Number: Tracking Number: 213-)3 Contractor/Lessee Name: 7A) Grant Funded: YES___ NO Purpose: Unclersfound Clat ica) [Men bole Rehed © Kars]! Sfacno7 WW] Date/Term: 90) aay < 1. [EYGREATER THAN $50,000 Amount: __7#392 2. (.) GREATER THAN $25,000 Depariment: Ld 3.0 $25,000 OR LESS Kr F pivade "No Corprod Clause gees Hey Procurement requirements are met: Le cow _sLial rchesing Director or designee Risk Management Review WHI WA Date: 3/ 2of, cs County Aitorney Review Risk Mdnager or designee Date: aus County Attorney —“~ Following Okaloosa County approval: Contracts & Grants Document has been received: Date: Contracts & Grants Manager BOARD OF COUNTY COMMISSIONERS AGENDA REQUEST DATE: December 3, 2013 TO: Honorable Chairman and Members of the Board FROM: Richard Brannon SUBJECT: Award of Bid for Underground Electrical Manhole Rehabilitation DEPARTMENT: _ Purchasing BCC DISTRICT: ALL STATEMENT OF ISSUE: Bids were opened on October 10, 2013. One (1) bid was received from Bill Smith Electric, Inc. (Gonzales, FL). Their bid (meeting specifications) is in the amount of $201,207.00. This includes one additive alternate (+$10,995.00) and one deductive alternate (-$90,424.00). BACKGROUND: The work covered under this bid/contract is for rehabilitation of the e electrical systems in manholes at the Russell Stephenson Water Reclamation Facility. Funds are available in the FY 13/14 budget. OPTIONS: Award or Reject. RECOMMENDATION: Staff recommends awarding to Bill Smith Electrical, Inc. in the amount e bidder meeting specifications and “UA Richard Brannon, Diré¢tor-” 11/25/2013 RECOMMENDED BY: , County Administrator GA 11/25/2013 APPROVED BY: Ernie Padgett, County Administrator | Packet Pg. 81 Agenda Okaloosa County Board of Commissioners Tuesday, December 3, 2013— 8:30 AM Crestview Courthouse I. Employee Awards Il. Public Information Update 1. Public Information Officer PowerPoint III. County Administrator's Update IV. Commissioner's Minute V. Public Comments Related to Current Agenda VI. Consent Agenda 1. Request approval to award the bid for Plew Pump Station Package Rehabilitation to Wilo USA, they being the lowest bidder meeting specifications. Bid Amount $217,340.00 2. Request approval of final payment in the amount of $4,230.00 to Electric Motor Repair for repair services on motors & pumps for water wells, pump stations and treatment plants 3. Request approval of the re-appointment of Joe A. Rector, Jr. to the Plumbing Competency Board 4. Request approval of the Final Plat for Marina Landing Bungalows Phase III 5. Request approval to transfer $2,495 from general fund reserve to Growth Management Department rental budget for space in the Water and Sewer Building 6. Request approval of and authorize the Chairman to execute the Library Cooperative Interlocal Agreement 7. Request approval to submit and authorize the Chairman to execute the required Notice of Intent for the National Pollutant Elimination System Phase II Permit 8. Request approval of the appointment of Damian Curtis to the Construction Competency Board Revised: 11/26/2013 2:59 PM Page 1 of 3 Regular Meeting (North) Agenda December 3, 2013 10. Request approval of FY 2014 Budget Resolutions and Budget Transfer 11. Request Board approval to sell surplus vehicles and equipment at auction 12. Request approval to move forward with the sale of Surplus Equipment at auction in December 2013 13. Request approval of payment of outstanding Airgas invoices totaling $6382.16. District: All 14. Request approval of and authorize the Chairman to execute Change Order # 1 to Contract # C13-2006-WS with Gulf Coast Underground for manhole rehabilitation services. District: All 15. Request approval to adjust the speed limit postings on Old Bethel Road. District: 1 16. Request approval of and authorize the Chairman to execute a contract amendment with the Florida Department of Corrections for the use of inmate labor for the Parks Department. District: All VII. Department Business A. Richard Brannon/Purchasing 1. Request approval to award a contract for Misdemeanor Probation Services to Judicial Probation Services. District: All B. Kay Godwin/Human Resources 1. Request confirmation of County Administrator's recommendation to hire Tourist Development Director. District: All C. Dino Villani/Public Safety 1. Request approval of and authorize the Chairman to execute a Software Support Agreement with TriTech Software Systems for maintenance & support for Computer Aided Dispatch for County Warning Point D. Jeff Littrell/Water & Sewer Okaloosa County Board of Commissioners Page 2 Printed 11/26/2013 NN s/U/oe Ae Te Regular Meeting (North) Agenda December 3, 2013 1. Provide update on future water supply planning and request approval to move forward with the Shoal River Buffer Land Acquisition with grant funding. E. — John Hofstad/Public Works 1. Request a correction to the record on Board action relating to amendments 1 and 2 to Contract# C14-2099-PW. District: All 2. Request approval of reimbursement of costs incurred to date, and staff direction concerning continued beach cleaning operations by the Parks Division until February 2014. District: 2 & 5 3. Request approval of and authorize the Chairman to execute a Cooperation Agreement with the Holt Volunteer Fire Department for a new park in the Holt area. District: 3 F. Donald Turner/Facility Maintenance 1. Request staff direction regarding construction of the new Sheriff's building in Shalimar. District: All VIII. New Business 1. Request Board selection of Chairman and Vice Chairman for 2014 IX. Public Comments Okaloosa County adheres to the Americans with Disabilities Act and will make reasonable accommodations for access to this meeting upon request. Please call the County Administrator’s Office at (850) 651-7515 to make a request. For Hearing Impaired, Dial 1-800-955-8771 (TDD), and 1-800-955-8770 (Voice). Requests must be received at least 48 hours in advance of the meeting in order for Okaloosa County to provide the requested service. Okaloosa County Board of Commissioners Page 3 Printed 11/26/2013 SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT SECTION 00500 - EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is by and between The Board of County Commissioners, Okaloosa County, Florida (hereinafter called OWNER) and Bill Smith Electric, Inc. (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 — WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: ARTICLE 2 — THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Russell Stephenson - Electrical Manhole Rehabilitation Project: Includes, but is not limited the underground electrical system rehabilitation that shall include the electrical manhole repair, dewatering system, electrical conduit installation and replacement, and high water level monitoring system. Price shall include but not limited to, mobilization, demobilization, material, equipment and machinery and all other appurtenances and related work required to complete the Work. ARTICLE 3 — ENGINEER 3.01 The Project has been designed by Constantine Engineering, Inc. who is hereinafter called ENGINEER and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 4 —CONTRACT TIME 4.01 Time of the Essence: A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated are essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment: STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 1 SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT A. The Work will be substantially completed within 90 days from the date when the Contract Time commences to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07.B of the General Conditions within 120 days from the date when the Contract Time commences to run. 4.03 Liquidated Damages A. D. Amount: In case of failure on the part of the CONTRACTOR to complete the work within the time(s) specified in paragraph 4.02 above, or within such additional time(s) as may be granted by the COUNTY in accordance with Article 12 of the General Conditions, the COUNTY will suffer damage, the amount of which is difficult, if not impossible, to ascertain. Therefore, the CONTRACTOR shall pay to the COUNTY, as liquidated damages, the amount established in the schedule below for each calendar day of delay that actual completion extends beyond the time limit specified until such reasonable time as may be required for final completion of the work. In no way shall costs for liquidated damages be construed as penalty on the CONTRACTOR. Daily Charge Original Contract Amount Per Calendar Day $50,000 and under $ 311 Over $50,000 but less than $250,000 $ 972 $250,000 but less than $500,000 $1,584 $500,000 but less than $2,500,000 $1,924 $2,500,000 but less than $5,000,000 $2,694 $5,000,000 but less than $10,000,000 $3,902 $10,000,000 but less than $15,000,000 $6,102 $15,000,000 but less than $20,000,000 $7,022 $20,000,000 and over $7,022 plus 0.2% for any amount over $20,000,000 Determination of Number of Days of Default: For all contracts, regardless of whether the contract time is stipulated in calendar days or working days, the default days shall be counted in calendar days. Conditions under which Liquidated Damages are imposed: Should the CONTRACTOR or, in case of his default, the Surety, fail to complete the work within the time stipulated in paragraph 4.02 above, or within such extra time as may have been granted by the OWNER in accordance with Article 12 of the General Conditions, the CONTRACTOR or, in case of his default, the Surety, shall pay to the OWNER, not as a penalty, but as liquidated damages, the amount so due as determined by the Code requirements, as provided above. Right of Collection: The OWNER shall have the right to apply as payment on STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 2 SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT such liquidated damages any money which is due to the CONTRACTOR by the r OWNER. E. Permitting CONTRACTOR to Finish Work: Permitting the CONTRACTOR to continue and to finish the work, or any part of it, after the expiration of the contract time allowed, including extensions of time granted to the CONTRACTOR, shall in no way act as a waiver on the part of the OWNER the liquidated damages due under the contract. F, Completion of Work by OWNER: In case of default of the contract and the completion of the work by the OWNER, the CONTRACTOR and his Surety shall be liable for the liquidated damages under the contract, but no liquidated damages shall be chargeable for any delay in the final completion of the work by the OWNER due to any unreasonable action or delay on the part of the OWNER. ARTICLE 5 — CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraphs 5.01.A below: A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto in r Section 00300, Bid Proposal. B. As provided in paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by OWNER as provided in paragraph 9.08 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03 of the General Conditions. ARTICLE 6 — PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments: A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.02 Progress Payments; Retainage: A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR'S Applications for Payment on or about the 10th day of each month during performance of the work as provided in Paragraphs 6.02.A.1 @ and 6.02.A.2 below. All such payments will be measured by the schedule of STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 3 EEE <<———__ ee SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT values established in paragraph 2.07. A of the General Conditions (and in the case r of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.02 of the General Conditions. a. Ninety percent (90%) of Work completed (with the balance being retainage). If Work has been 50 percent completed as determined by ENGINEER, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no retainage on account of Work subsequently completed, in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed less the aggregate of payments previously made; and b. Ninety percent of cost of materials and equipment not incorporated r in the Work (with the balance being retainage). 2. Upon Substantial Completion, OWNER shall pay an amount sufficient to increase total payments to CONTRACTOR to ninety-eight percent (98%) of the Work completed, less such amounts as ENGINEER shall determine in accordance with paragraph 14.02.B.5 of the General Conditions and less 100% of ENGINEER's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payment: A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. ARTICLE 7 — INTEREST | 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall b ear interest at the rate of 12 percent per annum. STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 4 SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT ARTICLE 8 — CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto F, CONTRACTOR does not consider that any further examinations, investigations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/1 00500 - 5 5/2013 EES S=SS::’2zé== oe ————— SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents ‘and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 — CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. This Agreement. 2. Performance Bond. 3. Payment Bond. 4. Other Bonds. 5. General Conditions. 6. Supplementary Conditions. 7. Specifications as listed in the table of contents of the Contract Documents. 8. Addenda. 9. Exhibits to this Agreement (enumerated as follows): a. Notice to Proceed. b. CONTRACTOR'S Bid. c. Documentation submitted by CONTRACTOR prior to Notice of | Award | 10. The following which may be delivered or issued after the Effective Date STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 6 SECTION 00500 Russell Stephenson - Electrical Manhole Rehabilitation STANDARD AGREEMENT of the Agreement and are not attached hereto: a. Written Amendments; b. Work Change Directives; c. Change Order(s). B. The Documents listed in paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. The Contract Documents may only be amended, modified, or supplemental as provided in paragraph 3.04 of the General Conditions. ARTICLE 10 — MISCELLANEOUS 10.01 Terms: 10.02 Assignment of Contract: A. No assignment by a party hereto of any rights or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns: A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 10.04 Severability: A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that conies as close as possible to expressing the intention of the stricken provision. STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 7 SECTION 00500 STANDARD AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. Russell Stephenson - Electrical Manhole Rehabilitation This Agreement will be effective on , 2014 (which is the Effective By: Don Amunds [Seal] Attest Date of the Agreement). OWNER CONTRACTOR BOARD OF COUNTY COMMISSIONER Pt? Smtth Electric, Inc (4p OKALOOSA COUNTY ™ BilY Smith ,7Presideht By: [Corporate Seal] Attest 302 N. Wilson Street #203 f Crestview, FL 32536 Address for giving notices: Designated Representative: e224 biiLe Bi Smith Electri PO soe 1057 te (/ ) Gonzalez, FL 32560 License No. EC0003007 (Where Applicable) Name: Title: Agent for Service of Process: Address: Phone: Designated Representative: Facsimile: Name: Title: Address: Phone: Facsimile: END OF SECTION 00500 STANDARD AGREEMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00500 - 8 SECTION 00610 Russell Stephenson - Electrical Manhole Rehabilitation PERFORMANCE BOND SECTION 00610 - PERFORMANCE BOND 2ond No. 40098835 KNOW ALL MEN BY THESE PRESENTS: That we (1)_ Bill Smith Electric, inc. a (2) Corporation hereinafter called "Principal" and 3 The Guarantee Company of North America USA of One Towne Square, Suite 1470 State of MI hereinafter called the "Surety", are held and firmly bound unto (4) Board of County Commissioners, Okaloosa County, Florida hereinafter called "OWNER", in the penal sum of _ Two hundred one thousand- two hundred seven __dollars __and 00/100. ($201,207.00) in lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the OWNER, dated the day of , 2014 , a copy of which is hereto attached and made a part hereof for the construction of: Russell Stephenson - Electrical Manhole Rehabilitation Project NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the OWNER from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees that no charges, extension of time, alteration or addition to the terms of the contract or to the work to be performed there under or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract. or to the work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and. the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be deemed an original, this the day of ,2014 . PERFORMANCE BOND OKALOOSA COUNTY WATER AND SEWER DATE: 01/15/2014 09610-1 SECTION 00610 Russell Stephenson - Electrical Manhole Rehabilitation PERFORMANCE BOND ATTEST: Bill Smith Electric, Inc. Principal By: VA (Principal Secretary) 4 / ae j (SEAL) 1095 Hidden Terrace Drive (Witness as Principal) (Address) 1095 Hidden Terrace Drive Cantonment, FL 32533 (Address) Cantonment, FL 32533 ATTEST: The Guarantee Company of North America USA e AG, =. (Me Lufl on Ladrliablylute — Gua Cia i Evondia H. Woessner " (Attorney-in- Fact) (Seal) Ciprncd \ G&G 2211 7th Avenue South ¥ (Witness to Surety) (Address) 2211 7th Avenue South Birmingham, AL 35233 (Address) Birmingham, AL 35233 NOTE: Date of Bond must not be prior to date of Contract. (1) Correct name of CONTRACTOR. (2) ACorporation, A Partnership or an Individual as case may be. (3) Correct name of Surety. (4) Correct name of OWNER. (5) IfCONTRACTOR is Partnership, all partners should execute bond. © END OF SECTION 00610 PERFORMANCE BOND OKALOOSA COUNTY WATER AND SEWER DATE: 01/15/2014 00610-2 THE GRARANTEE COMPANY OF BORTH AMERICA THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfield, Michigan, does hereby constitute and appoint Ronald B. Giadrosich, William M. Smith, Mark W. Edwards, H, Robert R. Freel, Jeffrey M. Wilson, Robert M. Verdin, Evondia H. Woessner, Alisa B. Pounders McGriff Seibels & Williams its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behaif as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX, Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31% day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: eo 1. 2. 3 To appoint Attorney(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and To revoke, at any time, any such Attorney-in-fact and revoke the authority given, except as provided below In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner — Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. urther, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA Me bo y ee ee ee STATE OF MICHIGAN Stephen C. Ruschak, Vice President Randall Musselman, Secretary County of Oakland On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, | have hereunto set my hand at The Guarantee Notary Public, State of Michigan Company of North America USA offices the day and year above written. County of Oakland Acting in Oakland County My Commission Expires February 27, 2018 C , nth sal A. Ta re fon a |, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force and effect. IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this day of - Za eee ae Randal! Musselman, Secretary "THE PROVISIONS AND LIMITATIONS OF SECTION 255.05 FLORIDA STATUTES, INCLUDING BUT NOT LIMITED TO THE NOTICE AND TIME LIMITATIONS IN SECTIONS 255.05(2) AND 255.05(10), ARE INCORPORATED IN THIS BOND BY REFERENCE." SECTION 00620 Russell Stephenson - Electrical Manhole Rehabilitation PAYMENT BOND @ SECTION 00620 - PAYMENT BOND Bond No. 40098835 KNOW ALL MEN BY THESE PRESENTS: That we (1) _Bill Smith Electric, inc. a(2)__ Corporation hereinafter called "Principal" and ‘ One Towne Square, Suite 1470 The Guarantee Company of North America USA ’ 3) of State of _ MI hereinafter called "Surety," are held and firmly bound unto (4) Board of Commissioners, Okaloosa County, Florida hereinafter called "OWNER," in the penal sum of Two hundred one thousand- two hundred seven dollars and 00/100. Dollars ($201,207.00 ), in lawful money ofthe United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally firmly by these presents: THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the Owner, dated the day of , 2014, a copy of which is hereto attached and made a part hereof for the construction of: Russell Stephenson - Electrical Manhole Rehabilitation Project NOW, THEREFORE, if the Principal shall promptly make payments to all persons, firms, @ subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor, performed in such work, whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be in any wise affect its obligation on this bond, and it does hereby waive notice of any such changes, extension of time, alteration or addition to the terms of the contractor or to the work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PAYMENT BOND OKALOOSA COUNTY WATER AND SEWER DATE: 01/15/2014 00620-1 SECTION 00620 PAYMENT BOND deemed in original, this the ATTEST: (Principal Secretary) (Seal) Russell Stephenson - Electrical Manhole Rehabilitation IN WITNESS. WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be day of 2014 __ Bill Smith Electric, Inc. By: 1095 Hidden Terrace Drive Witness as Principal) 1095 Hidden Terrace Drive (Address) Cantonment, FL 32533 (Address) Cantonment, FL 32533 ATTEST: LO LAlr The Guarantee Company of North America USA Surety By: Epbrd wf Wj (Sug m0 (Seal) Evondia H. Woessner ( Attorney-in-Fact) 2211 7th Avenue South a (Witness to Surety) 2211 7th Avenue South (Address) Birmingham, AL 35233 (Address) Birmingham, AL 35233 PAYMENT BOND OKALOOSA COUNTY WATER AND ‘SEWER DATE: 01/15/2014 00620-2 BE EEEEESS'S='S'SSSSSS errr rrr SECTION 00620 Russell Stephenson - Electrical Manhole Rehabilitation PAYMENT BOND @ NOTE: Date of Bond must not be prior to date of Contract. (1} Correct name of Contractor. (2) |ACorporation, A Partnership or an Individual as case may be. G) Correct name of Surety. (4) Correct name of Owner. (5) If Contractor is Partnership, all partners should execute bond. END OF SECTION 00620 PAYMENT BOND OKALOOSA COUNTY WATER AND SEWER DATE: 01/15/2014 00620-3 THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfield, Michigan, does hereby constitute and appoint Ronald B. Giadrosich, William M. Smith, Mark W. Edwards, II, Robert R. Freel, Jeffrey M. Wilson, Robert M. Verdin, Evondia H. Woessner, Alisa B. Pounders McGriff Seibels & Williams its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and ail bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by Jaw, statute, rule, regulation, contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX, Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31" day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: 1. To appoint Attorney(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and 2. Torevoke, at any time, any such Attorney-in-fact and revoke the authority given, except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or finai estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner — r Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company. may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA ML ho ae STATE OF MICHIGAN Stephen C. Ruschak, Vice President Randall Musselman, Secretary County of Oakland On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, | have hereunto set my hand at The Guarantee Notary Public, State of Michigan Company of North America USA offices the day and year above written. County of Oakland My Commission Expires February 27, 2018 C , AX tal fA. Ta P 3 Acting in Oakland County |, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force and effect. JN WITNESS WHEREOF, | have thereunto set my hand and attached the seal of said Company this dav of cz Randall Musselman, Secretary SECTION 00410 Russell Stephenson - Electrical Manhole Rehabilitation BID BOND SECTION 00410 - BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Bill Smith Electric, Inc. as Principal, and The Guarantee Company of North America USA , as Surety, are hereby held firmly bound unto The Board of County Commissioners, Okaloosa County, Florida , as OWNER, in the penal sum of. Five Percent (5%) of Amount Bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed, this 10th day of October 2013. The condition of the above obligation is such that whereas the Principal has submitted to _ The Board of County Commissioners, Okaloosa County, Florida _a certain Bid, attached hereto and hereby made a . . . Underground Electrical Manhole Rehabilitation for the part hereof to enter into a contract in_writing, for the Russell Stephenson Wastewater Treatment Facility Bid # 03-2014 NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for-the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by an extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by the proper officer, the day and year first set forth above. BID BOND OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00410-1 SECTION 00410 Russell Stephenson - Electrical Manhole Rehabilitation BID BOND BIDDER SURETY Bill Smith Electric, Inc. (Seal) The Guarantee Company of North America USA (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Lok. W. s/—Agr Signétir¥ and Titfe Signature and Title (Attach Power of Attorney) Mark W. Edwards, II, Attorney-in-Fact ares LLL. Sona ane. (Pb bE’?— Sjenature and Title Signature and Title Alisa B. Pounders, Assistant Vice President END OF SECTION 00410 BID BOND OKALOOSA. COUNTY WATER AND SEWER DATE: 8/15/2013 00410-2 THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfield, Michigan, does hereby constitute and appoint Ronald B. Giadrosich, William M. Smith, Mark W. Edwards, I, Robert R. Freel, Jeffrey M. Wilson, Robert M. Verdin, Evondia H. Woessner, Alisa B. Pounders McGriff Seibels & Williams its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article 1X, Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31" day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: 1. To appoint Attorney(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and 2. Torevoke, at any time, any such Attorney-in-fact and revoke the authority given, except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner — © Department of Highways of the Commonwealth of Kentucky at least thirty (80) days prior to the modification or revocation. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shail have the same force and effect as though manually affixed. IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA ML Be Ze STATE OF MICHIGAN Stephen C. Ruschak, Vice President Randall Musselman, Secretary County of Oakland On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, | have hereunto set my hand at The Guarantee Notary Public, State of Michigan Company of North America USA offices the day and year above written. County of Oakland My Commission Expires February 27, 2018 C. ») pth raw aa. Ta 7 b vy, Acting in Oakland Count; aa ig ly |, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force-and effect. IN WITNESS WHEREOF, | have thereunto set my hand and attached the seal of said Company this | O'eey of helper , OD \3 Randall Musselman, Secretary : K “* i i —, ; (ASO _ CERTIFICATE OF LIABILITY INSURANCE “o1orot4 BILLS-4 OP ID: JT FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. Qricne 0: IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies} must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lteu of such endorsement(s). PRODUCER Div P Phone: 850-432-7474] Name’ Lynne Tecu, CPCU; CIC 1 701 West Garden street a Fax: 850-438-4678. GN, Ea: 850-444-7624 [FAX no. 850-438-4678 ‘ensacola, 0 7 . ins. Alan D. Moore, CPCU ADDRESS: tecu@fbbins com INSURER(S) AFFORDING COVERAGE NAIC # 4 INSURER A: AMerisure Insurance Company 19488 “WINSURED Bill Smith Electric, Inc. INSURER B : ; Laura Smith . PO Box 1057 . INSURER C | Gonzalez, FL 32560 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. te TYPE OF INSURANCE NSR WD POLICY NUMBER (MMB) (MMIDDIYYYY) |- LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A |X | comMERCIAL GENERAL LIABILITY GL 2077896 07/24/2013 | 07/24/2014 | Parwicesces occurence) | $ 300,000 | CLAIMS.MADE OCCUR | MED EXP (Any one parson) _| $ 10,000 | X | Pollution $100000 PERSONAL & ADVINJURY | $ 1,000,000) {| GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UMIT APPLIES PER: PRODUCTS- COMPIOP AGG | $ 2,000,000} pouicy | X | FBS LOC Emp Ben. $ 1,000,000 OMOBILE LIABILITY COMBINED SINGLE TMT 1,000,000 A ANY AUTO CA 2077895 07/24/2013 | 07/24/2014 | BODILY INJURY (Per person) | $ [| ALL OWNED SCHEDULED - |__| atros [| Autos ; BODILY NUR er accident) | $ |X | HIRED AUTOS AUTOS {Per accident) s $ LX | UMBRELLALIAB | X | occur EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE CU 2077898 07/24/2013 | 07/24/2014 | acorecate $ 1,000,000 pep | X | ReTeNTIONS 0 $ WORKERS COMPENSATION | WC STATU- OTH- AND EMPLOYERS’ LIABILITY YIN TORY LimiTs ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L EACH ACCIOENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) EL DISEASE - EA EMPLOYEE| $ If yes, describe under DESCRIPTION OF OPERATIONS below EL. DISEASE - POLICY LIMIT | $ A |Equipment Floater IM 2077897 “| 07/24/2013 | 07/24/2014 |LeaseRent 125,000 Ded 1,000 Project: Russell Stephenson Electrical Manhole Rehabilitation WS03-14 Should any of the above policies cancel before the expiration date thereof, 30 days written notice will be mailed to certificate holder. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 104, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION OKALOO1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE wos XPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Board of County Commissioners : ACCORDANC Okaloosa County, FL E WITH THE POLICY PROVISIONS. 602-C North Pearl Street AUTO @ Crestview, FL 32536 RIZED REPRESENTATIVE ACORD 25 (2010/05) ® 1988-2010 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD , ) Date CERTIFICATE OF LIABILITY INSURANCE 1/28/2014 Producer: Lion insurance Company This Certificate is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC ¥ Insured: South East Personnel Leasing, Inc. & Subsidiaries) “= *_"on Isuranoe company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages dicated. Notwithstanding . any req t OF Gondition of any co ribed herein is subject to all the terms, exclusions, and conditions of B policies of insurance listed be per is: d to t med above for the policy period with respect to which this certificate may be issued or may pertain, the insurance ftorded by the polici limits shown may have been reduced by paid claims. act or of docurnent such policies. Aggregate Policy Effective Policy Expiration we INSRD Type of Insurance Policy Number Date 1 a Limits _ (MM/DD/YY) (MM/DD/YY) SONERAL LIABILITY : Each Occurrence Pp Commercial General Liability . wroniees (EA ] Claims Made Cl Occur occurrence) a . Med Exp F . Personal Adv injury i eneral aggregate limit applies per: Genveral Aggregate p Policy C] Project C] Loc Products - Comp/Op Agg [AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) Any Auto Say [ All Owned Autos (Per Person) Scheduled Autos Hired Autos | Bodily injury Non-Owned Autos (Per Accident) 5 Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur Claims Made Aggregate Deductible O A | Workers Compensation and WC 71949 01/01/2014 01/01/2015 XP WC State OTH- Employers’ Liability Limits ER Any proprietor/partner/executive officer/member E.L. Each Accident . $1,000,000 exciuded? NO E.L. Disease - Ea Employee | $1,000,000 If Yes, describe under special provisions below. EL DI Poloy Linds 37 000.000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Speciat Provisions: Client 1D: 93-67-085 Covefage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company”: ; - Bill Smith Electric, Inc. Coverage only applies to injuries Incurred by South East Petsonnel Leasing, Inc. & Subsidiaries active employee(s), white working in: PL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 01-28-14 (ND) Begin Date 41/2033 Se a9 CERTIFICATE HOLDER CANCELLATION | Neen ee ne eee peas pape a apy pabemi =gragyS PE PWAGp yar ENP EOP Paap RAED BOARD OF COUNTY OMMISSIONERS OKALOOSA COUN Should any of the above described policies be canceled before the expiration date thereof, the issuing insurer will endeavor fo mail 30 days written notice to the certificate holder named to the left, but feilure to . do So shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 302 N. WILSON ST. #203 CRESTVIEW, FL 32536 ' 224 re SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS GENERAL CONDITIONS Adapted with permission from Standard General Conditions of the Construction Contract, EJCDC No. 1910-8 (1996 Edition). GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00700-1 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS [This page was left blank intentionally. ] GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-2 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS TABLE OF CONTENTS Page ARTICLE 1 - DEFINITIONS AND TERMINOLOGY ..........cccecscsseeetesesteeesenteneeeeeetneeeeernes 00700 - 8 1.01 Defined Terms ......eccescccesccccsseesecesecensseeseeensaeecuaseresereaesneeesseeeseeeeeenny 00700 - 8 1.02 — Terminology .......c.ccsscssscccccceeeseesensnnneeeeeseneesecensaenanenesseneeneanaeeaseaeenens 00700 - 11 ARTICLE 2 - PRELIMINARY MATTERS. ..........cccccsssccceseseseeeesssnseneeeesseesereenseasessesseatees 00700 - 12 2.01 Delivery of BONS ......cccccccccsceeseeeent cess eeneteeneseeeeteeeenseesnsaeeneteees 00700 - 12 2.02 Copies of DOCUMEHES .....cceccccccececeeesceeeeieeeneentctaeectsaee reece reneaseneeenne 00700 - 12 2.03 Commencement of Contract Times; Notice to Proceed «0.1.11... 00700 - 12 2.04 Starting the WOrK ......cccccccssccccsestceeeesssseeeeesneeeseeenneeneseneneeeeensneeeenes 00700 - 12 2.05 Before Starting COMSUrUctiOn ....cccccccccerceieceeesineeetseereseeenseeeneeneeees 00700 - 12 2.06 Preconstruction CONf€rence ....ccccccccecccccseeenseeeeesssseeenecsaneeeenennaeeeeones 00700 - 13 2.07 Initial Acceptance Of Schedules .......ccccseccccccsccseeeeise teen nnnneeeeeennenenes 00700 - 13 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE..............045 00700 - 13 30) 171-17) EEO E ESE ETO D SEES SESSSSSESEOSEOSSSSSSOECOTESSSSOOSESSIO‘ION 00700 - 13 3.02 Reference Standards.......ccccccccccceceescressseeesscensceeesteeeeniasenseeesseeeeeeene 00700 - 13 3.03 Reporting and Resolving DiSCrePANCles ......sccceeeieeesseenere teste eeees 00700 - 14 3.04 Amending and Supplementing Contract Documents..........:c10c00e 00700 - 14 3.05 Reuse of DOCUMENES ..........scccscceencres eeeteecteeenteeentaeetenennetennaeeseeeneenys 00700 - 14 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS .........cccscecesesneeereeseees 00700 - 15 4.01 Availability Of LANAS .....cccsecccccce cette nee etteeeeeeeetnceeneasaeneaeessaaeees 00700 - 15 4.02 Subsurface and Physical Conditions ....ccccccescesccsecrerseteteeessenseesees 00700 - 15 4.03 Differing Subsurface or Physical Conditions ..........:ceccsserseeeeceeees 00700 - 15 4.04 Underground Facilities ......cccccccccccccceeees cece etic ee nennineeceenraeeesensensens 00700 - 16 4.05 Reference POINtS ......ecccccccccscccsssseseseeneceenesectaeeetaeeenseensaseeeeeresesnneennes 00700 - 17 4.06 Hazardous Environmental Condition at Site .....cccccccessesccsecceeeeeieees 00700 - 17 ARTICLE 5 - BONDS AND INSURANCE... ccccccccceeeeeeesetnateeeeeeeeeseensnaneaeeenseeseesersneas 00700 - 19 5.01 Performance, Payment, and Other Bonds ....cccccccsesseeeretsseeseereteaes 00700 - 19 5.02 Licensed Sureties And INSUrErS .....ccccccccecceceteeesenenenenecacenneneeeaneeneenees 00700 - 19 5.03 Certificates of INSUPANCE ...cccccccceccceseeees tite n tte ttt e ene e eee tnn eee teena teas 00700 - 19 5.04 CONTRACTOR 's Liability INSUrANCE ........cccccsee ieee eee eeetetteteneettees 00700 - 19 5.05 OWNER '’S Liability INSUPANCe ......cccccccsccccc settee tee t tenn nnnnttneetaees 00700 - 20 5.06 Property Insurance (See Supplementary Conditions) .........0.0100 00700 - 20 5.07 (Not Used)... ceeeeeccececcecseeseeeeneeeseeeneeeerneeenineenneesnasesneeesteeseneeenneees 00700 - 20 5.08 (Not Used) occ ceeceececeeceesnscesseeeeenneeenecseeersaeeesssneeeneseeensneseenenereesaeees 00700 - 20 5.09 (Not Used)... cece eccscescseesseseanecsseeessersaeeenaeecnaeeesaseseusessesersansneens 00700 - 20 5.10 Acceptance of Bonds and Insurance; Option to Replace... 00700 - 20 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-3 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES. ........cccccccccecccsssecssseseeseeeseesseceessees 00700 - 21 @ TABLE OF CONTENTS (Continued) Page 6.01 Supervision and Superintendence ...cccccceccccccsecseecccsssscssccecscessececsteenes 00700 - 21 6.02 Labor; Working Hours ....ecccceccccssccssseessscssseessssensssnseesesessecsssacessevaes 00700 - 21 6.03 Services, Materials, and Equipment ........ccccccccceceecccessscesssscsessseseenseee 00700 - 21 6.04 Progress Schedule ......ecccccccccsccccssecsssessssessecensesessscssesesseseaccessseesaceenes 00700 - 21 6.05 Substitutes and “Or-Equals” ..ccccccccccccccsccsccssssessscesscsecscessevessees eeseeee 00700 - 21 6.06 Concerning Subcontractors, Suppliers, and Others..cccccccccccccsscsesseeee 00700 - 23 6.07 Patent Fees and Royalties .o.c.ccccccccccsccccsscseccserssescssssssessccesscsenscesneenes 00700 - 24 6.08 — POV Tits co... eccccsccesceessneesaceesseessatecsaceesueceseeseevssssssscssesessersnscessacenss 00700 - 25 6.09 Laws and Regulations ......ccccccccccscccsscesssenssescessessssssccssscssvessssacesserseees 00700 - 25 G10 TANS ieee ee ceecessseeseeeeeccesscessaeesneeessaeessaceetecssseesssecsseseescesseverssests 00700 - 25 6.11 Use of Site and Other Areas ....cccccccccssccccssseesvssesecsssesecscessuscenssecesanees 00700 - 25 6.12 Record DoOCUmentts .0....scceecccessceesseeesseessesscsensceeheccesecensecessscssceesseeses 00700 - 26 6.13 Safety and ProtectiOn ....cecccccccccsssccesscessceseesssesssscsssecsecuaceceaecsseeens 00700 - 26 6.14 Safety Representative ....cccccccccccccsccccvsceccsesscsvscssesssecessessenseceescseeecasees 00700 - 27 6.15 Hazard Communication Programs ..cccccccceccccscccsscsscssssscersccesnssecenacees 00700 - 27 6.16 Emergencies .....eecicecccccccscccesscecestacsesstessessceesaucsessesesesevavssssensseseeasees 00700 - 27 6.17 Shop Drawings and SAMples .occcccccsscccseccesccseescsveccscsecssscessecsesecsasevsas 00700 - 27 6.18 Continuing the Work ...cccccccccscccssccscsccssessssesssscccssscensaccesnaceetereceeuees 00700 - 28 6.19 . CONTRACTOR’s General Warranty and Guarantee v..cccccccceccecevesses 00700 - 29 6.20 Indemnification 0... cecccccccccccsssccerssesrscesssesessseseccssscesssecsecssaseseensasenace 00700 - 29 6.21 Delegation of Professional Design Services .eccccccccccccseccsvssecessecceesnes 00700 - 30 ARTICLE 7 - OTHER WORK 000. ceecccccccssessseessccesecsenecessscessscsssscsasevsusoceeessseesasesaeersieena 00700 - 30 7.01 Related Work at Site ..cceccceccceccessccssessssesesesserssensesssessssrsseascessesssenecees 00700 - 30 ARTICLE 8 - OWNER’S RESPONSIBILITIES. ..........ccccccscscossccsssccsecsssecessseereceerseneneetaees 00700 - 31 8.01 Communications to CONtractOr....cccccccccccccscsesessscessesssssecessersceesesncceas 00700 - 31 8.02 Furnish Data s...cccceccccccscccccecsscssssscesscecesvsseencesesscavsvsucecsesenenssesseeens 00700 - 31 8.03 Pay Promptly When Due wiccccccecscccsscccsccessesscceesssenssscsscanscestecseasersces 00700 - 31 8.04 Lands and Easements; Reports and TeSts ..cccccccccccccscscsssecceresecesseceees 00700 - 31 8.05 TASUPANCE .oeeeecceccesceetecesceeestesesseeeeseesasessesssececeseensceseessecscessevasecneces 00700 - 31 8.06 — Change Orders ..cicccccccccscessesessesesesseeacesssesscsscesssnsscsesesccssevssessecaseas 00700 - 31 8.07 Inspections, Tests, and Approval .....ccccccccccccecscsssseccessecesssccersceceeenees 00700 - 31 8.08 Limitations on OWNER ’S Responsibilities .....c.cccccccscccscesecesecceenccenes 00700 - 31 8.09 Undisclosed Hazardous Environmental Condition ....cccccccccsscccsececeees 00700 - 31 8.10 Evidence of Financial Arrangements ...cccccccccccccscscsssecsesceesceceseeecseeces 00700 - 32 ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION (0... .ccccececsececeeeeeeees 00700 - 32 9.01 OWNER’S Representative .....ccccccccscccsscesscsscesscevssssccusscsvenseussveneeeces 00700 - 32 9.02 — Visits to Site oecccecceccceccesseenseeseesseesessacesecseeesssesesessssecssecssserscuaseeaers 00700 - 32 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-4 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS @ 9.03 Project Representative .......cccccccccccsccceessececsnereeneeeeneneenaseeneeneeeesees tans 00700 32 TABLE OF CONTENTS (Continued) Page 9.04 Clarifications and Interpretations ......ccccccecciiee teense eee e et eenteenentes 00700 - 32 9.05 Authorized Variations in WOK .........scccccessececeeentteeteessteceetenseneeeeeens 00700 - 32 9.06 Rejecting Defective WOTK ......ccccccccscesiiene eine rne trate enaeneenneeeensees 00700 - 33 9.07 Shop Drawings, Change Orders and PayMent........cccccseererieees 00700 - 33 9.08 Determinations for Unit Price Work ....ccccccccccccsscccceee tie reetenennseens 00700 - 33 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work deccesevsccdecessuscsausesccecessesessecsecceesnareetsescccerssessesacesvensuseensuaneesaneguaeransonses 00700 - 33 9.10 Limitations on ENGINEER’s Authority and Responsibilities ........... 00700 - 33 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS .........::cccsssteeeeeenrseeceesstaseeeeneransenes 00700 - 34 10.01 Authorized Changes in the Work ...ccccccccccessseseeeneeeeieterneeeenseenens 00700 - 34 10.02 Unauthorized Changes in the Work ....cccccccccsessseccesersnsrssneneeeensneentes 00700 - 34 10.03 Execution of Change Orders ......... Ss duscsessaeeesenseeeuaceetsaeerersaeeseseeeesees 00700 - 34 10.04 Notification to SUPELY ..eccccccccccstccesteteeeetee cence ete neeeeeesenenneennsenineeey 00700 - 34 10.05 Claims and Disputes ......cccccccccesscccccesscnceseeesesneeserseneeceeeneaeesenereneatns 00700 - 34 ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK ..00700 - 34 11.01 Cost of the WOrk.....cccccsccecccsscctseeseenecnnernecereeneneeneensseseeeeesneesnensenes 00700 - 34 11.02 Cash ALOWGNCES ciccccccccccscccuseecteveccuceccuncesaneccaueecacsecnencedeaeesunuessueseees 00700 - 38 11.03 Unit Price Work cicccccccccccccssccccscsesscccsescreanassccccnsceceaceessedeeseuseseaenenered 00700 - 38 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES.00700 - 38 12.01 Change of Contract Price ....ccccccccesecccssceenineetritecennecrninetenaneanneeennay 00700 - 38 12.02 Change of Contract Times ......ccccceccccesceeeiiee tenis ee enee enna s scene eennnne ety 00700 - 38 12.03 Delays Beyond CONTRACTOR'S COntrol .....ssccscesestsereee tte teereteenes 00700 - 38 12.04 Delays Within CONTRACTOR'S Control ....ccccscscessseseteeene rete eens 00700 - 38 12.05 Delays Beyond OWNER’s and CONTRACTOR’ Control ......0000+ 00700 - 38 12.06 Delay Damages ...ccccccccccccscccenseenseennensieeenneeeeennneeenetenesnea enna rneetey 00700 - 39 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK .........ccccscceeteeeneceeetetseeeeees 00700 - 40 13.01 Notice Of Defects 1... cscccsccescecseesceseeeeeeeetienersenenieeresensenenenseneees 00700 - 40 13.02 ACCESS tO WOTK ..cccccccccccccccccccceccecee eee eeeaeen eases neeseeaneetaeeeneaneenaeseeneeaes 00700 - 40 13.03 Tests and INSpections....cc.cccccccccccesseesceeneneee nee teen ee ee teen eee 00700 - 41 13.04 Uncovering Work ......ccccccccccccssccesstsesensneeensaeeeenneeeenneessneneenanesesnaeees 00700 - 41 13.05 OWNER May Stop the Work......ccccccccscsscececseseeceeeeteeesesnnennenenernanaeenes 00700 - 41 @ 13.06 Correction or Removal of Defective WOrk .....cccccssccieeersseeeresseetees 00700 - 41 13.07 Correction Period ..ccccccccccccccccccccccstceccenernnennenennnneneneeeenenenna ener eaes 00700 - 41 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-5 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS 13.08 Acceptance of Defective Work ....ccccccccccccccccccssscessccsscesssteenscesnscersacens 00700 - 42 13.09 OWNER May Correct Defective Work .o.cccccccccccsssccssessesscessecessscesseess 00700 - 42 TABLE OF CONTENTS (Continued) Page ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION ..........ccccccceceeeee 00700 - 43 14.01 Schedule of Values .....eccccccccccsccecsseseeeccsssesssscsscsscesecesessceeceesecsaceeaees 00700 - 43 14.02 Progress Payments ....cccccccccccessccssessescesesccsssesevscssnsecenecessectsecsasersuees 00700 - 43 14.03 CONTRACTOR’ Warranty of Title ...cccccccccccccccccccsssecssseescecensceesseess 00700 - 45 14.04 Substantial Completion ......cccccccccccsecccccecscscssesscesscvsseesesscsesevssceeseesees 00700 - 45 T4.05 Partial Utilization .......cccccccccccccecssessscesscsessscesssscscecusceerecesteceesacsuseeees 00700 - 46 14,06 Final Inspection .....cccecceeccceccccesssesescesscesscnsscsssvscesussceceessvecestaceatersees 00700 - 46 14.07 Final PAyment .....cccccccsccccsscevsscsusccecsscsccccssecesnecssnsceenevasesensceenueecseces 00700 - 46 14.08 (NOt USCA) ...cccccceeeceescssccescesssesscesecesscessecsscnsecssscssevscvsseesevsssevaceacecsers 00700 - 47 14.09 Waiver of CIQiMs ue. ceecceccccecccsssecsessseessenssessseesscsscessecusssseeesseececaaeases 00700 - 47 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ........cccccccccesecseceeceeecvess 00700 - 47 15.01 OWNER May Suspend Work.icc.cccccccccccsccccssscessscssneccccecsscsevsseensserseces 00700 - 47 15.02 OWNER May Terminate for Cause ..cccccccccccccssscssseceecccesceensccesssecsueens 00700 - 48 15.03 OWNER May Terminate For Convenience ...ccccccccccccccscececessseseessseses 00700 - 49 15.04 CONTRACTOR May Stop Work or Terminate v..cccccccccccccssscscesscesseses 00700 - 49 ARTICLE 16 - DISPUTE RESOLUTION.........ccccccccsssssscsscessecccsecesssseseceserersesecseseceseaeeas 00700 - 49 16.01 Methods and Procedures ...ccccccccceccsccccsesessceccsvscusscescceccenscstscenseersenecs 00700 - 49 ARTICLE 17 - MISCELLANEOUS .......cccccccsssesecsssesscssccessecsscssecssceececsacessarssessuessersuensees 00700 - 49 V7.O1 Giving Notice ....cccecccceeesccesssecsevesccesscecssscssessacesesstecesscsersesensrsscensace 00700 - 49 17.02 Computation Of Times .o.cccccccccccccscccssesscscssesscensceuscenevececesceesesssesssenes 00700 - 49 17.03 Cumulative Remedies ......cccccccccccsccsccssscccsessscscsesecseceeseestsnseessersecate 00700 - 49 17.04 Survival of Ob1i gations ......ccccccsccccccecssccessssessscescuecsacetscecsetsecenessecaess 00700 - 49 17.05 Controlling Law u.icccescccccecsssecsssssesssesscesscscsssssensceseseccuscesseneesersaceases 00700 - 50 17.06 Headings ....ececcccscesseesececcesssesteesscssecessccsscssevessvscscacessvasesrsesaceesacsees 00700 - 50 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-6 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS GENERAL CONDITIONS ARTICLE |! - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Contract Documents and printed with initial or all capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 1. Addenda--Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the Contract Documents. 2. Agreement--The written instrument which is evidence of the agreement between OWNER and CONTRACTOR covering the Work. 3. Application for Payment--The form acceptable to ENGINEER which is to be used by CONTRACTOR during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos--Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid--The offer or proposal of a bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidding Documents--The Bidding Requirements and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 7. Bidding Requirements--The Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form, if any, and the Bid form with any supplements. 8. Bonds--Performance and payment bonds and other instruments of security. 9. Change Order--A document recommended by ENGINEER which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim--A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is nota Claim. 11. Contract--The entire and integrated written agreement between the OWNER and CONTRAC- TOR concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents--The Contract Docu- ments establish the rights and obligations of the parties and include the Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR’s Bid (including documentation accompanying the Bid and any post Bid documenta- tion submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amend- ments, Change Orders, Work Change Directives, Field Orders, and ENGINEER’s written interpreta- tions and clarifications issued on or after the Effective Date of the Agreement. Approved Shop Drawings and the reports and drawings of subsurface and physical conditions are not Contract Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Files in electronic media format of text, data, graphics, and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents. 13. Contract Price--The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.03 in the case of Unit Price Work). GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-7 DATE: 5/13/2012 SECTION 00700 GENERAL CONDITIONS 14. Contract Times--The number of days or the dates stated in the Agreement to: (i) achieve Substan- tial Completion; and (ii) complete the Work so that it is ready for final payment as evidenced by ENGINEER’s written recommendation of final payment. 15. CONTRACTOR--The individual or entity with whom OWNER has entered into the Agreement. 16. Cost of the Work--See paragraph 11.01.A for definition. 17. Drawings--That part of the Contract Documents prepared or approved by ENGINEER which graphically shows the scope, extent, and character of the Work to be performed by CONTRACTOR. Shop Drawings and other CONTRACTOR submittals are not Drawings as so defined. 18. Effective Date of the Agreement--The date indicated in the Agreement on which it becomes effective, but ifno such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. ENGINEER--The individual or entity named as such in the Agreement. 20. ENGINEER's Consultant--An individual or entity having a contract with ENGINEER to furnish services as ENGINEER’s independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 21. Field Order--A written order issued by ENGINEER which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 22. General Requirements--Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 23. Hazardous Environmental Condition--The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous Waste--The term Hazardous Waste shall have the meaning provided in Section Russell Stephenson — Electrical Manhole Rehabilitation 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 25. Laws and Regulations; Laws or Regulat- ions--Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all govern- mental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 27. Milestone--A principal event specified in the Contract Documents relating to an intermediate com- pletion date or time prior to Substantial Completion of all the Work. 28. Notice of Award--The written notice by OWNER to the apparent successful bidder stating that upon timely compliance by the apparent successful bidder with the conditions precedent listed therein, OWNER will sign and deliver the Agreement. 29. Notice to Proceed--A written notice given by OWNER to CONTRACTOR fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform the Work under the Contract Documents. 30. OWNER--The individual, entity, public body, or authority with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be performed. 31. Partial Utilization--Use by OWNER of a substantially completed part of the Work for the pur- pose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 32. PCBs--Polychlorinated biphenyls. 33. Petroleum--Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 34. Project--The total construction of which the Work to be performed under the Contract Documents GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-8 SECTION 00700 GENERAL CONDITIONS Russell Stephenson — Electrical Manhole Rehabilitation may be the whole, or a part as may be indicated elsewhere in the Contract Documents. 35. Project Manual--The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 36. Radioactive Material--Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 37. Resident Project Representative--The autho- rized representative of ENGINEER who may be assigned to the Site or any part thereof. 38. Samples--Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Shop Drawings--All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for CONTRACTOR and _— submitted by CONTRACTOR to illustrate some portion of the Work. 40. Site--Lands or areas indicated in the Contract Documents as being furnished by OWNER upon which the Work is to be performed, including rights- of-way and easements for access thereto, and such other lands furnished by OWNER which are desig- nated for the use of CONTRACTOR. 41. Specifications--That part of the Contract Documents consisting of written technical descriptions of materials, equipment, systems, stan- dards, and workmanship as applied to the Work and certain administrative details applicable thereto. 42. Subcontractor--An_ individual or entity having a direct contract with CONTRACTOR or with any other Subcontractor for the performance ofa part of the Work at the Site. 43. Substantial Completion--The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof. 44, Supplementary Conditions--That part ofthe Contract Documents which amends or supplements these General Conditions. 45. Supplier--A manufacturer, _ fabricator, supplier, distributor, materialman, or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 46. Underground Facilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 47. Unit Price Work--Work to be paid for on the basis of unit prices. 48. Work--The entire completed construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 49. Work Change Directive--A written statement to CONTRACTOR issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subse- quently issued Change Order following negotiations GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-9 DATE: 5/13/2012 SECTION 00700 GENERAL CONDITIONS by the parties as to its effect, if any, on the Contract Price or Contract Times. 50. Written Amendment--A written statement modifying the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction-related aspects of the Contract Documents. 1.02 Terminology A. Intent of Certain Terms or Adjectives 1. Whenever in the Contract Documents the terms “as ordered,” “as directed,” “as required,” “as allowed,” “as approved,” or terms of like effect or import are used to authorize an exercise of professional judgement by the ENGINEER, or the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of ENGINEER as to the Work, it is intended that such exercise of professional judgement, action or determination will be solely to evaluate, in general, the completed Work for compliance with the require- ments of and information in the Contract Documents and conformance with the design concept of the com- pleted Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.10 or any other provision of the Contract Documents. B. Day 1. The word “day” shall constitute a calendar day of 24 hours measured from midnight to the next midnight. C. Defective 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract Documents, or has been damaged prior to Russell Stephenson — Electrical Manhole Rehabilitation ENGINEER’s recommendation of final payment @ (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.04 or 14.05). D. Furnish, Install, Perform, Provide 1. The word “furnish,” when used in connec- tion with services, materials, or equipment, shall mean to supply and deliver said 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,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shail mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When “furnish,” “install,” “perform,” or © “provide” is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of CONTRACTOR, “provide” is implied. E. Unless stated otherwise in the Contract Documents, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish. 2.02 Copies of Documents GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-10 SECTION 00700 GENERAL CONDITIONS A. OWNER shall furnish to CONTRACTOR up to ten copies of the Contract Documents. Additional copies will be furnished upon request at the cost ofreproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, ifa Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times com- mence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Starting Construction A. CONTRACTOR’s Review of Contract Docu- ments: Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity, or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof. B. Preliminary Schedules: Within ten days after the Effective Date ofthe Agreement (unless otherwise speci- fied in the General Requirements), CONTRACTOR shall submit to ENGINEER for its timely review: 1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. apreliminary schedule of Shop Drawing and Sample submittals which will list each required sub- Russell Stephenson — Electrical Manhole Rehabilitation mittal and the times for submitting, reviewing, and processing such submittal; and 3. apreliminary schedule of values for all ofthe Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount ofoverhead and profit applicable to each item of Work. C. Evidence of Insurance: Before any Work at the Site is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which CONTRACTOR and OWNER respectively are required to purchase and maintain in accordance with Article 5. 2.06 Preconstruction Conference A. Within 20 days after the Contract Times start to run, but before any Work at the Site is started, a conference attended by CONTRACTOR, ENGINEER, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.05.B, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. Unless otherwise provided in the Contract Docu- ments, at least ten days before submission of the first Application for Payment a conference attended by CONTRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER, as provided below, the schedules submitted in accordance with paragraph 2.05.B. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until acceptable schedules are submitted to ENGINEER. 1. The progress schedule will be acceptable to ENGINEER if it provides an orderly progression of the Work to completion within any specified Milestones and the Contract Times. Such acceptance will not impose on ENGINEER responsibility for the progress schedule, for sequencing, scheduling, or GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-11 SECTION 00700 GENERAL CONDITIONS progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR’s | full responsibility therefor. 2. CONTRACTOR’s schedule of Shop Drawing and Sample submittals will be acceptable to ENGINEER if it provides a workable arrangement for reviewing and processing the required submittals. 3. CONTRACTOR’s schedule of values will be acceptable to ENGINEER as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to OWNER. C. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. Russell Stephenson — Electrical Manhole Rehabilitation 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of OWNER, CONTRACTOR, or ENGINEER, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents, nor shall any such provision or instruction be effective to assign to OWNER, ENGINEER, or any of ENGINEER’s Consultants, agents, or employees any duty or author- ity to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. If, during the performance of the Work, CONTRACTOR discovers any conflict, error, ambi- guity, or discrepancy within the Contract Documents or between the Contract Documents and any provi- sion of any Law or Regulation applicable to the performance of the Work or of any — standard, specification, manual or code, or of any instruction of any Supplier, CONTRACTOR shall report it to ENGINEER in writing at once. CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as required by paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.04; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity, or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. B. Resolving Discrepancies l. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shail take precedence in resolving any conflict, error, ambiguity, or discrepan- cy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-12 SECTION 00700 GENERAL CONDITIONS b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provi- sions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereofin one or more of the following ways: (i) a Written Amendment; B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: (i) a Field Order; (ii) ENGINEER’s approval ofa Shop Drawing or Sample; or (iii) ENGINEER’ written interpretation or clarification. 3.05 Reuse of Documents A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work under a direct or indirect contract with OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER’s Consultant, including electronic media editions; and (ii) shall not reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaption by ENGINEER. This prohibition will survive final payment, completion, and acceptance of the Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from retaining copies of the Contract Documents for record purposes. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. OWNER shail furnish the Site. OWNER shail notify CONTRACTOR of any encumbrances or restrictions not of general application but specifically Russell Stephenson — Electrical Manhole Rehabilitation related to use of the Site with which CONTRACTOR must comply in performing the Work. OWNER will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. I CONTRACTOR and OWNER are unable to agree on entitlement to or on the amount or extent, ifany, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in OWNER’s furnishing the Site, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. B. CONTRACTOR shail provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02. Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that ENGINEER has used in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized) CONTRACTOR may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “techni- cal data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER’s Consultants with respect to: 1. the completeness of such reports and drawings for CONTRACTOR’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-13 SECTION 00700 GENERAL CONDITIONS 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or infor- mation. 4.03 Differing Subsurface or Physical Conditions A. Notice: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which CONTRACTOR is entitled to rely as provided in paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is ofan unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. ENGINEER's Review: After receipt of written notice as required by paragraph 4.03.A, ENGINEER will promptly review the pertinent condition, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto, and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER’s findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in CONTRACTOR’s cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in paragraph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of para- graphs 9.08 and 11.03. 2. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Times iff a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, explo- ration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or c. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.03.A. 3. IfOWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in paragraph 10.05. However, OWNER, ENGINEER, and ENGINEER’s Consultants shall not be liable to CONTRACTOR for any claims, costs, losses, or 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 CONTRACTOR on or in connection with any other project or anticipated project. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-14 DATE: 5/13/2012 Russell Stephenson — Electrical Manhole Rehabilitation SECTION 00700 GENERAL CONDITIONS 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities, including OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including OWNER, during construction, and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shewn or Indicated 1. Ifan Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, CONTRACTOR shall be responsible for the safety and protection of the underground facility. Russell Stephenson — Electrical Manhole Rehabilitation 2. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown with reasonable accuracy in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, OWNER or CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 4.05 Reference Points A. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER’s judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, ifany, that have been utilized by the ENGINEER in the preparation of the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-15 SECTION 00700 GENERAL CONDITIONS Claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 1. the completeness of such reports and drawings for CONTRACTOR’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or re- vealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. CONTRACTOR shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by CONTRACTOR, Subcontractors, Suppliers, or anyone else for whom CONTRACTOR is responsible. D. If CONTRACTOR encounters a Hazardous Environmental Condition or if CONTRACTOR or anyone for whom CONTRACTOR is responsible creates a Hazardous Environmental Condition, CONTRACTOR shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by paragraph 6.16); and (iii) notify OWNER and ENGINEER (and promptly thereafter confirm such notice in writing). OWNER shall promptly consult with ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or take corrective action, if any. E. CONTRACTOR shall not be required to resume Work in connection with such condition or in any affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be re- sumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Russell Stephenson — Electrical Manhole Rehabilitation Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by CONTRACTOR, either party may make a Claim therefor as provided in paragraph 10.05. F. If, after receipt of such written notice, CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special condi- tions, then OWNER may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. IFOWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in paragraph 10.05. OWNER may have such deleted portion ofthe Work performed by OWNER’s own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consul- tants, and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against 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) arising out of or relating to a Hazardous Environmental Condition created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this paragraph 4.06.G shall obligate CONTRACTOR to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. H. The provisions of paragraphs 4.02, 4.03, and 4.04 are not intended to apply to a Hazardous Environmental Condition uncovered or revealed at the Site. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-16 SECTION 00700 GENERAL CONDITIONS ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR’s obligations under the Coniract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Contract Documents. B. All Bonds shall be in the form prescribed by the Contract Documents, except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compa- nies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department ofthe Treasury. All Bonds signed by an agent must be accompanied by a certified copy of such agent’s authority to act. C. If the surety on any Bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.01.B, CONTRACTOR shall within 20 days thereafter substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 5.01.B and 5.02. $.02 Licensed Sureties and Insurers A. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. Russell Stephenson — Electrical Manhole Rehabilitation 5.03 Certificates of Insurance A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supple- mentary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. OWNER shall deliver to CONTRACTOR, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by CONTRACTOR or any other additional insured) which OWNER is required to purchase and maintain. 5.04 CONTRACTOR’s Liability Insurance A. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR’s performance of the Work and CONTRACTOR’s other obligations under the Contract Documents, whether it is to be performed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR’s employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR’s employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: (1) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-17 SECTION 00700 GENERAL CONDITIONS of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance so required by this paragraph 5.04 to be purchased and maintained shall: 1. with respect to insurance required by para- graphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering CONTRACTOR’s indemnity obligations under paragraphs 6.07, 6.11, and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing, or replacing defective Work in accordance with paragraph 13.07; and 7. with respect to completed operations insur- ance, and any insurance coverage written on aclaims- made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence Russell Stephenson — Electrical Manhole Rehabilitation satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). 5.05 OWNER’s Liability Insurance A. Inaddition to the insurance required to be provid- ed by CONTRACTOR under paragraph 5.04, OWNER, at OWNER’s option, may purchase and maintain at OWNER’s expense OWNER’s own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance (See Supplementary Conditions) 5.07 (Not Used) 5.08 (Not Used) 5.09 (Not Used) 5.10 Acceptance of Bonds and Insurance; Option to Replace A. If either OWNER or CONTRACTOR has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by paragraph 2.05.C. OWNER and CONTRACTOR shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the Bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent Bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-18 SECTION 00700 GENERAL CONDITIONS ARTICLE 6 - CONTRACTOR’S REPONSIBILITIES 6.01 Supervision and Superintendence A. CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of OWNER or ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. B. At all times during the progress of the Work, CONTRACTOR shall assign a competent resident superintendent thereto who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR’s representative at the Site and shall have authority to act on behalf of CONTRACTOR. All communications given to or received from the superin- tendent shall be binding on CONTRACTOR. 6.02 Labor; Working Hours A. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out, and construct the Work as required by the Contract Docu- ments. CONTRACTOR shail at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal holiday without OWNER’s written consent (which will not be unreasonably withheld) given after prior written notice to ENGINEER. Russell Stephenson — Electrical Manhole Rehabilitation 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the General Re- quirements, CONTRACTOR shali provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, ifnot specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.07 as it may be adjusted from time to time as provided below. 1. CONTRACTOR shall submit to ENGI- NEER for acceptance (to the extent indicated in paragraph 2.07) proposed adjustments in the progress schedule that will not result in changing the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provi- sions of the General Requirements applicable thereto. 2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or Written Amend- ment in accordance with Article 12. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-19 SECTION 00700 GENERAL CONDITIONS using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to ENGINEER for review under the circum- stances described below. I. “Or-Equal” Items: Uf, in ENGINEER’s sole discretion, an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an “or-equal” item, in which case review and approval of the proposed item may, in ENGINEER’s sole discretion, be accomplished without compliance with some or all of the require- ments for approval of proposed substitute items. For the purposes of this paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if a. In the exercise of reasonable judgment ENGINEER determines that: (i) it is at least equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed Project as a _ functioning whole; and CONTRACTOR; b. Certifies that: (i) there is no increase in cost to the OWNER; and (ii) it will conform substantially, even with deviations, to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items a. If, in ENGINEER’s sole discretion, an item of material or equipment proposed by CONTRACTOR does not qualify as an “or-equal” item under paragraph 6.05.A.1, it will be considered a proposed substitute item. b. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of Russell Stephenson — Electrical Manhole Rehabilitation proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. c. The procedure for review by ENGINEER will be as set forth in paragraph 6.05.A.2.d, as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. d. CONTRACTOR shall first make written application to ENGINEER for review of a proposed substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The application shall certify that the proposed substitute item will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as that specified. The application will state the extent, if any, to which the use of the proposed substitute item will prejudice CONTRACTOR’s achievement of Substantial Completion on time, whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute item and whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute item from that specified will be identified in the application, and available engineering, sales, maintenance, repair, and replacement services will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute item. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute item. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by ENGINEER. CONTRACTOR GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-20 SECTION 00700 GENERAL CONDITIONS shall submit sufficient information to allow ENGINEER, in ENGINEER’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.05.A.2. C. Engineer’s Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.05.A and 6.05.B. ENGINEER will be the sole judge of acceptability. No “or-equal” or substitute will be or- dered, installed or utilized until ENGINEER’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” ENGINEER will advise CONTRACTOR in writing of any negative determination. D. Special Guarantee; OWNER may require CONTRACTOR to furnish at CONTRACTOR’s ex- pense a special performance guarantee or other surety with respect to any substitute. E. ENGINEER’s Cost Reimbursement: ENGINEER will record time required by ENGINEER and ENGINEER’s Consultants in evaluating substitute proposed or submitted by CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.B and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER approves a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER’s Consultants for evaluating each such proposed substitute. F. CONTRACTOR’s Expense: CONTRACTOR shall provide all data in support of any proposed substitute or “or-equal” at CONTRACTOR’s expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. CONTRACTOR shall not employ any Subcon- tractor, Supplier, or other individual or entity (including those acceptable to OWNER as indicated in paragraph 6.06.B), whether initially or as a replacement, against whom OWNER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. Russell Stephenson — Electrical Manhole Rehabilitation B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to OWNER in advance for acceptance by OWNER by a specified date prior to the Effective Date of the Agreement, and if CONTRACTOR has submitted a list thereof in accor- dance with the Supplementary Conditions, OWNER’s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) ofany such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. CONTRACTOR shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. C. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as CONTRACTOR is responsible for CON-TRACTOR’s own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between OWNER or ENGI- NEER and any such Subcontractor, Supplier or other individual or entity, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. CONTRACTOR shail be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. E. CONTRACTOR shall require all Subcontractors, Suppliers, and such other individuals or entities per- forming or furnishing any of the Work to communicate with ENGINEER through CONTRACTOR. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcon- GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-21 SECTION 00700 GENERAL CONDITIONS tractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appro- priate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in paragraph 5.06, the agreement between the CONTRACTOR and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights agains) OWNER, CONTRACTOR, ENGINEER, ENGINEER’s Consultants, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. Ifthe insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRAC- TOR will obtain the same. 6.07 Patent Fees and Royalties A. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work. or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. Ifa particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consultants, and the officers, directors, partners, employees or agents, and other consultants of each and any of them from and against 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) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the Russell Stephenson — Electrical Manhole Rehabilitation performance of the Work or resulting from the incorpo- ration in the Work of any invention, design, process, product, or device not specified in the Contract Docu- ments. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto, such as plant investment fees. 6.09 Laws and Regulations A. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR’s compliance with any Laws or Regulations. B. IfCONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear 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) arising out of or relating to such Work; however, it shall not be CONTRACTOR’s primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR’s obligations under paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Times. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, ifany, of any such adjustment, a Claim may be made therefor as provided in paragraph 10.05. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-22 SECTION 00700 GENERAL CONDITIONS 6.10 Taxes A. CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consultant, and the officers, directors, partners, employees, agents, and other consultants of each and any of them from and against 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) arising out of or relating to any claim or action, legal or equitable, brought by any such owner of occupant against OWNER, ENGINEER, or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work CONTRACTOR shall keep the Site and other areas free from accumula- tions of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. Russell Stephenson — Electrical Manhole Rehabilitation C. Cleaning: Prior to Substantial Completion ofthe Work, CONTRACTOR shall clean the Site and make it ready for utilization by OWNER. At the completion of the Work CONTRACTOR shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders, and written interpreta- tions and clarifications in good order and annotated to show changes made during construction. These record documents, together with all approved Samples and a counterpart of all approved Shop Drawings, will be available to ENGINEER for reference. Upon completion ofthe Work, these record documents, Samples, and Shop Drawings will be delivered to ENGINEER for OWNER. 6.13 Safety and Protection A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precau- tions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. CONTRACTOR shall comply with all applicable Laws and Regulations relating to the safety of persons or GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-23 SECTION 00700 GENERAL CONDITIONS property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. All damage, injury, or loss to any property referred to in paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Draw- ings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER’s Consultant, or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). CONTRACTOR’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. CONTRACTOR shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. CONTRACTOR shall be responsible for coordi- nating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, CONTRACTOR is obligated to act to prevent Russell Stephenson — Electrical Manhole Rehabilitation threatened damage, injury, or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show ENGINEER the services, materials, and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.17.E. B. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited purposes required by paragraph 6.17.E. The numbers of each Sample to be submitted will be as specified in the Specifications. C. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals acceptable to ENGINEER as required by paragraph 2.07, any related Work performed prior to ENGINEER’s review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. D. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: a. all field measurements, quantities, dimensions, specified performance criteria, GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-24 SECTION 00700 GENERAL CONDITIONS installation requirements, materials, catalog numbers, and similar information with respect thereto; b. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to means, meth- ods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and d. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR’s obligations under the Contract Documents with respect to CONTRACTOR’s review and approval of that submittal. 3. At the time of each submittal, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. E. ENGINEER’s Review 1. ENGINEER will timely review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals acceptable to ENGINEER. ENGINEER’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- ments. 2. ENGINEER’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of Russell Stephenson — Electrical Manhole Rehabilitation construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval ofa separate item as such will not indicate approval of the assembly in which the item functions. 3. ENGINEER’s review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER’ attention to each such variation at the time of each submittal as required by paragraph 6.17.D.3 and ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.17.D.1. F. Resubmittal Procedures: 1. CONTRACTOR shall make corrections required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.18 Continuing the Work A. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.04 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.19 CONTRACTOR ’s General Warranty and Guarantee A. CONTRACTOR warrants and guarantees to OWNER, ENGINEER, and ENGINEER’s Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper main- tenance or operation by persons other than CON- GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-25 SECTION 00700 GENERAL CONDITIONS TRACTOR, Subcontractors, Suppliers, or any other individual or entity for whom CONTRACTOR is responsible; or 2. normal wear and tear under normal usage. B. CONTRACTOR’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accor- dance with the Contract Documents or a release of CONTRACTOR’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by ENGINEER; 2. recommendation by ENGINEER or payment by OWNER of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by ENGINEER or any payment related thereto by OWNER; 4. use or occupancy of the Work or any part thereof by OWNER; 5. anyacceptance by OWNER or any failure to do so; 6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by OWN- ER. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consul- tants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them from and against 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) arising out of or relating to the perfor- mance of the Work, provided that any such claim, cost, loss, or damage: Russell Stephenson — Electrical Manhole Rehabilitation 1. is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of real or personal property (other than the Work itself), including the loss of use resulting therefrom; and 2. is caused in whole or in part by any act or omission of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by an individual or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws or Regulations. B. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of CONTRACTOR under paragraph 6.20.A shall not be limited in any way by the amount or types of insurance provided by CONTRACTOR under Article 5 of the General Conditions. D. The indemnification obligations of CONTRACTOR under paragraph 6.20.A shall not extend to the sole negligence or willful misconduct of OWNER, ENGINEER or ENGINEER’s Consultants or to the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them. 6.21 Delegation of Professional Design Services A. CONTRACTOR will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out CONTRACTOR’s responsibilities for construction means, methods, techniques, sequences and procedures. CONTRACTOR shall not be required to GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-26 SECTION 00700 GENERAL CONDITIONS provide professional services in violation of applicable law. B. Ifprofessional design services or certification by a design professional related to systems, materials or equipment are specifically required of CONTRACTOR by the Contract Documents, OWNER and ENGINEER will specify all performance and design criteria that such services must satisfy. CONTRACTOR shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to ENGINEER. C. OWNER and ENGINEER shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided OWNER and ENGINEER have specified to CONTRACTOR all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, ENGINEER’s review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. ENGINEER’s review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.E.1. E. CONTRACTOR shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7 - OTHER WORK 7.01 Related Work at Site A. OWNER may perform other work related to the Project at the Site by OWNER’s employees, or let other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: Russell Stephenson — Electrical Manhole Rehabilitation 1. written notice thereof will be given to CONTRACTOR prior to starting any such other work; and 2. ifOWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in paragraph 10.05. B. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is per- forming the other work with OWNER’s employees) proper and safe access to the Site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CON- TRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. CON- TRACTOR shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affect- ed. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. C. Ifthe proper execution or results of any part of CONTRACTOR’ s Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects, or deficien- cies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR’s Work. CONTRACTOR’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR’s Work except for latent defects and deficiencies in such other work. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-27 SECTION 00700 GENERAL CONDITIONS ARTICLE 8 - OWNER’S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.02 Furnish Data A. OWNER shall promptly furnish the data required of OWNER under the Contract Documents. 8.03 Pay Promptly When Due A. OWNER | shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.02.C and 14.07.C. 8.04 Lands and Easements; Reports and Tests A. OWNER’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER’s identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by ENGINEER in preparing the Contract Documents. 8.05 Insurance A. OWNER’s responsibilities, if any, in respect to purchasing and maintaining liability and property insur- ance are set forth in Article 5. 8.06 Change Orders A. OWNER is obligated to execute Change Orders as indicated in paragraph 10.03. 8.07 Inspections, Tests, and Approvals A. OWNER’s responsibility in respect to certain inspections, tests, and approvals is set forth in paragraph 13.03.B. Russell Stephenson — Electrical Manhole Rehabilitation 8.08 Limitations on OWNER’s Responsibilities A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, CONTRACTOR’s means, methods, techniques, se- quences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. OWNER will not be responsible for CONTRACTOR’s failure to perform the Work in accordance with the Contract Documents. 8.09 Undisclosed Hazardous — Environmental Condition A. OWNER’s responsibility in respect to an undis- closed Hazardous Environmental Condition is set forth in paragraph 4.06. 8.10 Evidence of Financial Arrangements A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that financial arrangements have been made to satisfy OWNER’s obligations under the Contract Documents, OWNER’ responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION 9.01 OWNER’s Representative A. ENGINEER will be OWNER’s representative during the construction period. The duties and responsi- bilities and the limitations of authority of ENGINEER as OWNER’s representative during construction are set forth in the Contract Documents and will not be changed without written consent of OWNER and ENGINEER. 9.02 Visits to Site A. ENGINEER will make visits to the Site at inter- vals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of CONTRACTOR’s executed Work. Based on information obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-28 SECTION 00700 GENERAL CONDITIONS in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. ENGINEER’ efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, ENGINEER will keep OWNER informed ofthe progress ofthe Work and will endeavor to guard OWNER against defective Work. B. ENGINEER’s visits and observations are subject to all the limitations on ENGINEER’s authority and responsibility set forth in paragraph 9.10, and particu- larly, but without limitation, during or as a result of ENGINEER's visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. IfOWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more extensive observation of the Work. The responsibilities and authority and limita- tions thereon of any such Resident Project Representative and assistants will be as provided in paragraph 9.10 and in the Supplementary Conditions. If OWNER designates another representative or agent to represent OWNER at the Site who is not ENGINEER’s Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Clarifications and Interpretations A. ENGINEER will issue with reasonable prompt- ness such written clarifications or interpretations of the requirements of the Contract Documents as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. IfOWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, that should be allowed as a Russell Stephenson — Electrical Manhole Rehabilitation result of a written clarification or interpretation, a Claim may be made therefor as provided in paragraph 10.05. 9.05 Authorized Variations in Work A. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- ments. These may be accomplished by a Field Order and will be binding on OWNER and also on CON- TRACTOR, who shall perform the Work involved promptly. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of a Field Order, a Claim may be made therefor as provided in paragraph 10.05. 9.06 Rejecting Defective Work A. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGI- NEER will also have authority to require special inspec- tion or testing of the Work as provided in paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.07 Shop Drawings, Change Orders and Payments A. In connection with ENGINEER’s authority as to Shop Drawings and Samples, see paragraph 6.17. B. Inconnection with ENGINEER’s authority as to Change Orders, see Articles 10, 11, and 12. C. In connection with ENGINEER’s authority as to Applications for Payment, see Article 14. 9.08 Determinations for Unit Price Work A. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER’s written GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-29 SECTION 00700 GENERAL CONDITIONS decision thereon will be final and binding (except as modified by ENGINEER to reflect changed factual conditions or more accurate data) upon OWNER and CONTRACTOR, subject to the provisions of paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work A. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work, the quantities and classifications of Unit Price Work, the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, and Claims seeking changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing, in accordance with the provisions of paragraph 10.05, with a request for a formal decision. B. When functioning as interpreter and judge under this paragraph 9.09, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering ofa decision by ENGINEER pursuant to this paragraph 9.09 with respect to any such Claim, dispute, or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.07) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such Claim, dispute, or other matter. 9.10 Limitations on ENGINEER's Authority and Responsibilities A. Neither ENGINEER’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exer- cise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. ENGINEER will not supervise, direct, control, or have authority over or be responsible for Russell Stephenson — Electrical Manhole Rehabilitation CONTRACTOR’s means, methods, techniques, se- quences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. ENGINEER will not be responsible for CONTRACTOR’s failure to perform the Work in accor- dance with the Contract Documents. C. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or ofany Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. ENGINEER’s review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph 14.07.A will only be to determine generally that their content complies with the require- ments of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this paragraph 9.10 shall also apply to ENGINEER’s Consultants, Resident Project Repre- sentative, and assistants. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. IfOWNER and CONTRACTOR are unable to agree on entitlement to, or on the amount or extent, ifany, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in paragraph 10.05. 10.02 Unauthorized Changes in the Work GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-30 SECTION 00700 GENERAL CONDITIONS A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency as provided in paragraph 6.16 or in the case of uncovering Work as provided in paragraph 13.04.B. 10.03 Execution of Change Orders A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGI- NEER (or Written Amendments) covering: 1. changes in the Work which are: (i) ordered by OWNER pursuant to paragraph 10.01.A, (ii) re- quired because of acceptance of defective Work under paragraph 13.08.A or OWNER’s correction of defective Work under paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to para- graph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR'’s responsibility. The amount of each applicable Bond will be adjusted to reflect the effect of any such change. Russell Stephenson — Electrical Manhole Rehabilitation 10.05 Claims and Disputes A. Notice: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no event later than 20 days) after the start of the event giving rise thereto. Notice of the amount or extent of the Claim, dispute, or other matter with supporting data shall be delivered to the ENGINEER and the other party to the Contract within 45 days after the start of such event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to ENGINEER and the claimant within 30 days after receipt of the claimant’s last submittal (unless ENGINEER allows additional time). B. ENGINEER’s Decision: ENGINEER will render a formal decision in writing within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. ENGINEER’s written decision on such Claim, dispute, or other matter will be final and binding upon OWNER and CONTRACTOR unless: 1. an appeal from ENGINEER’s decision is taken within the time limits and in accordance with the dispute resolution procedures set forth in Article 16; or 2. ifno such dispute resolution procedures have been set forth in Article 16, a written notice of intention to appeal from ENGINEER’s written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within 30 days after the date of such decision, and a formal proceeding is instituted by. the appealing party in a forum of competent jurisdiction within 60 days after the date of such decision or within 60 days after Substantial Completion, whichever is later (unless otherwise agreed in writing by OWNER and CONTRACTOR), to exercise such rights or remedies as the appealing party may have with respect to such Claim, dispute, or other matter in accordance with applicable Laws and Regulations. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-31 SECTION 00700 GENERAL CONDITIONS C. IfENGINEER does not render a formal decision in writing within the time stated in paragraph 10.05.B, a decision denying the Claim in its entirety shall be deemed to have been issued 31 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. D. No Claim for an adjustment in Contract Price or Contract Times (or Milestones) will be valid if not submitted in accordance with this paragraph 10.05. ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. When the value ofany Work covered bya Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in paragraph 11.01.B. 1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superinten- dents, foremen, and other personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by OWNER. Russell Stephenson — Electrical Manhole Rehabilitation 2. Cost of all materials and equipment fur- nished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade dis- counts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 3. Payments made by CONTRACTOR to Subcontractors for Work performed by Sub- contractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from subcontractors acceptable to OWNER and CON- TRACTOR and shall deliver such bids to OWNER, who will then determine, with the advice of ENGI- NEER, which bids, if any, will be acceptable. Ifany subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as CONTRACTOR’s Cost of the Work and fee as provided in this para- graph 11.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laborato- ries, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary trans- portation, travel, and subsistence expenses of CONTRACTOR's employees incurred in dis- charge of duties connected with the Work. b. Cost, including transportation and main- tenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the perfor- mance of the Work, and cost, less market value, of such items used but not consumed which remain the property of CONTRACTOR. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from CONTRACTOR or others in accor- dance with rental agreements approved by OWNER with the advice of ENGINEER, and the GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-32 DATE: 5/13/2012 SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of CONTRACTOR, any Sub- contractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sus- tained by CONTRACTOR in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressage, and similar petty cash items in connection with the Work. i. When the Cost of the Work is used to determine the value of a Change Order or of a Claim, the cost of premiums for additional Bonds and insurance required because of the changes in the Work or caused by the event giving rise to the Claim. j. When all the Work is performed on the basis of cost-plus, the costs of premiums for all Bonds and insurance CONTRACTOR is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of CONTRACTOR’ s officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by CONTRACTOR, whether at the Site or in CONTRACTOR’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.01.A.1 or specifically covered by paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the CONTRACTOR’s fee. 2. Expenses of CONTRACTOR’s principal and branch offices other than CONTRACTOR’s office at the Site. 3. Any part of CONTRACTOR’s capital expenses, including interest on CONTRACTOR’s capital employed for the Work and charges against CONTRACTOR for delinquent payments. 4. Costs due to the negligence of CONTRAC- TOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraphs 11.01.A and 11.01.B. C. CONTRACTOR’s Fee: When all the Work is performed on the basis of cost-plus, CONTRACTOR’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, CONTRACTOR’s fee shall be determined as set forth in paragraph 12.01.C. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-33 SECTION 00700 GENERAL CONDITIONS D. Documentation: Whenever the Cost ofthe Work for any purpose is to be determined pursuant to paragraphs 11.01.A and 11.01.B, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to ENGINEER an itemized cost breakdown together with supporting data. 11.02 Cash Allowances A. Itis understood that CONTRACTOR has includ- ed in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowanc- es to be delivered at the Site, and all applicable taxes; and 2. CONTRACTOR’s costs for unloading and handling on the Site, labor, installation costs, over- head, profit, and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances, and no demand for addi- tional payment on account of any of the foregoing will be valid. B. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER subject to the provisions of paragraph 9.08. B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR’s overhead and profit for each separately identified item. C. For provisions for an adjustment of a unit price for an increase or decrease in the quantity of Unit Price Work, if any, see General Requirements Section 01025, Measurement and Payment. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the claim to the ENGINEER and the other party to the Contract in accordance with the provisions of paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, bya mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under para- graph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in paragraph 11.01) plus a CONTRACTOR’s fee for overhead and profit (deter- mined as provided in paragraph 12.01.C). C. CONTRACTOR’s Fee: The CONTRACTOR’s fee for overhead and profit shall be determined as follows: 1. amutually acceptable fixed fee; or 2. ifa fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-34 Russell Stephenson — Electrical Manhole Rehabilitation SECTION 00700 GENERAL CONDITIONS a. for costs incurred under paragraphs 11.01.A.1 and 11.01.A.2, the CONTRACTOR’s fee shall be 15 percent; b. for costs incurred under paragraph 11.01.A.3, the CONTRACTOR’s fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR’s fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are in- volved in any one change, the adjustment in CONTRACTOR’ fee shall be computed on the basis of the net change in accordance with para- graphs 12.01.C.2.a through 12.01.C.2.e, inclu- sive. 12.02 Change of Contract Times A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Times (or Milestones) shall be based on written notice submitted by the party making the claim to the ENGINEER and the other party to the Contract in accordance with the provisions of paragraph 10.05. B. Any adjustment of the Contract Times (or Milestones) covered by a Change Order or of any Claim for an adjustment in the Contract Times (or Milestones) will be determined in accordance with the provisions of this Article 12. Russell Stephenson — Electrical Manhole Rehabilitation 12.03 Delays Beyond CONTRACTOR ’s Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to the time lost due to such delay if'a Claim is made therefor as provided in paragraph 12.02.A. Delays beyond the control of CON- TRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. 12.04 Delays Within CONTRACTOR’s Control A. The Contract Times (or Milestones) will not be extended due to delays within the control of CONTRACTOR. Delays attributable to and within the control ofa Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.05 Delays Beyond OWNER’s and CONTRACTOR'S Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR’s sole and exclusive remedy for such delay. 12.06 Delay Damages A. In no event shall OWNER or ENGINEER be liable to CONTRACTOR, any Subcontractor, any Supplier, or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from: 1. delays caused by or within the control of CONTRACTOR; or 2. delays beyond the control of both OWNER and CONTRACTOR including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God, or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. B. Nothing in this paragraph 12.06 bars a change in Contract Price pursuant to this Article 12 to compensate GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-35 SECTION 00700 GENERAL CONDITIONS CONTRACTOR due to delay, interference, or disruption directly attributable to actions or inactions of OWNER or anyone for whom OWNER is responsible. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which OWNER or ENGINEER has actual knowledge will be given to CONTRACTOR. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. OWNER, ENGINEER, ENGINEER’s Con- sultants, other representatives and personnel of OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their obser- vation, inspecting, and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR’s Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by paragraphs [3.03.C and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.04.B shall be paid as provided in said paragraph 13.04.B; and 3. as otherwise specifically provided in the Contract Documents. Russell Stephenson — Electrical Manhole Rehabilitation C. IfLaws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspec- tion or approval. D. CONTRACTOR shall be responsible for arranging and obtaining and shall pay all costs in connec- tion with any inspections, tests, or approvals required for OWNER’s and ENGINEER’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR’s purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to OWNER and ENGINEER. E. Ifany Work (or the work of others) that is to be inspected, tested, or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR’s expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR’s intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER’s observation and replaced at CONTRACTOR’s expense. B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, materi- al, and equipment. If it is found that such Work is defective, CONTRACTOR shall pay 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 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-36 DATE: 5/13/2012 SECTION 00700 GENERAL CONDITIONS resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price. Ifthe parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attribut- able to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 13.05 OWNER May Stop the Work A. Ifthe Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, 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. 13.06 Correction or Removal of Defective Work A. CONTRACTOR shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ENGINEER, remove it from the Project and replace it with Work that is not defective. CONTRACTOR shall pay 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) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.07 Correction Period A. If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, or if the Russell Stephenson — Electrical Manhole Rehabilitation repair of any damages to the land or areas made available for CONTRACTOR’s use by OWNER or permitted by Laws and Regulations as contemplated in paragraph 6.11.A is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s written instructions: (i) repair such defective land or areas, or (ii) correct such defective Work or, if the defective Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective, and (iii) satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or repaired or may have the rejected Work re- moved and replaced, and 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) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. B. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amend- ment. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. D. CONTRACTOR’s obligations under _ this paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER’s recommendation of final payment, ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all Claims, costs, losses, and GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-37 SECTION 00700 GENERAL CONDITIONS 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) attributable to OWNER’s evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by CONTRACTOR pursuant to this sentence. If any such acceptance occurs prior to ENGINEER’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. Ifthe parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. 13.09 OWNER May Correct Defective Work A. IfCONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.06.A, or if CONTRACTOR fails to perform the Work in accor- dance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. Inexercising the rights and remedies under this paragraph, OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and suspend CONTRACTOR’s services related thereto, take possession of CONTRACTOR’s tools, appliances, con- struction equipment and machinery at the Site, and incor- porate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER’s representatives, agents and employees, OWNER’s other contractors, and ENGI- NEER and ENGINEER’s Consultants access to the Site to enable OWNER to exercise the rights and remedies under this paragraph. C. 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 Russell Stephenson — Electrical Manhole Rehabilitation or arbitration or other dispute resolution costs) incurred or sustained by OWNER in exercising the rights and remedies under this paragraph 13.09 will be charged against CONTRACTOR, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price. Ifthe parties are unable to agree as to the amount of the adjustment, OWNER may make a Claim therefor as provided in paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of CONTRACTOR’s defective Work. D. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER’s rights and remedies under this paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The schedule of values established as provided in paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments 1. Atleast 10 days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other docu- mentation warranting that OWNER has received the materials and equipment free and clear of all Liens GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-38 SECTION 00700 GENERAL CONDITIONS and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER’s interest therein, all of which must be satisfactory to OWNER. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied on account to discharge CONTRACTOR’s legitimate obligations associated with prior Applications for Payment. 3. The amount ofretainage with respect to pro- gress payments will be as stipulated in the Agreement. B. Review of Applications 1. ENGINEER will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to OWNER or return the Application to CONTRACTOR indicating in writing ENGINEER’s reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. 2. ENGINEER’s recommendation of any pay- ment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER’s observations on the Site of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER’s knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (sub- ject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.08, and to any other qualifications stated in the recommendation); and c. the conditions precedent to CONTRACTOR’s being entitled to such pay- Russell Stephenson — Electrical Manhole Rehabilitation ment appear to have been fulfilled in so far as it is ENGINEER’s responsibility to observe the Work. 3. Byrecommending any such payment ENGI- NEER will not thereby be deemed to have represent- ed that: (i) inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically as- signed to ENGINEER in the Contract Documents; or (ii) that there may not be other matters or issues between the parties that might entitle CONTRAC- TOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 4. Neither ENGINEER’s review of CONTRACTOR’s Work for the purposes of recom- mending payments nor ENGINEER’s recommenda- tion of any payment, including final payment, will impose responsibility on ENGINEER to supervise, direct, or control the Work or for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for CONTRACTOR’ failure to comply with Laws and Regulations applicable to CONTRACTOR’s performance of the Work. Additionally, said review or recommendation will not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or to determine that title to any of the Work, materials, or equipment has passed to OWNER free and clear of any Liens. 5. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER’s opinion, it would be incorrect to make the representa- tions to OWNER referred to in paragraph 14.02.B.2. ENGINEER may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in ENGINEER’ s opinion to protect OWNER from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Written Amendment or Change Orders; GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER 00700-39 DATE: 5/13/2012 SECTION 00700 GENERAL CONDITIONS c. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.09; or d. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraph 15.02.A. C. Payment Becomes Due 1. Thirty days after presentation of the Applica- tion for Payment to OWNER with ENGINEER’s recommendation, the amount recommended will (subject to the provisions of paragraph 14.02.D) become due, and when due will be paid by OWNER to CONTRACTOR. D. Reduction in Payment 1. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: a. claims have been made against OWN- ER on account of CONTRACTOR’s perfor- mance or furnishing of the Work; b. liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWN- ER to secure the satisfaction and discharge of such Liens; c. there are other items entitling OWNER to a set-off against the amount recommended; or d. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.02.B.5.a through 14.02.B.5.c or paragraph 15.02.A. 2. IfOWNER refuses to make payment of the full amount recommended by ENGINEER, OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR any amount remaining after deduction of the amount so withheld. OWNER - shall promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER’s satisfaction the reasons for such action. 3. If it is subsequently determined that OWNER’ refusal of payment was not justified, the Russell Stephenson — Electrical Manhole Rehabilitation amount wrongfully withheld shall be treated as an amount due as determined by paragraph 14.02.C.1. 14.03 CONTRACTOR’s Warranty of Title A. CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Promptly thereafter, OWNER, CONTRAC- TOR, and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within 14 days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER’s objections, ENGINEER considers the Work substantially complete, ENGINEER will within said 14 days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRAC- TOR 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. GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-40 SECTION 00700 GENERAL CONDITIONS Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER’s issuing the definitive certificate of Substantial Completion, ENGINEER’s aforesaid recom- mendation will be binding on OWNER and CONTRAC- TOR until final payment. B. OWNER shall have the right to exclude CONTRACTOR from the Site after the date of Substan- tial Completion, but OWNER - shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. 14.05 Partial Utilization A. Use by OWNER at OWNER’s option of any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which OWNER, ENGINEER, and CONTRACTOR agree constitutes a separately functioning and usable part ofthe Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR’ s performance of the remainder of the Work, may be accomplished prior to Substantial Com- pletion of all the Work subject to the following condi- tions. 1. OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Com- pletion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substan- tially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. Russell Stephenson — Electrical Manhole Rehabilitation 2. No occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of the Supplementary Conditions regarding property insurance. 14.06 Final Inspection A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will promptly make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After CONTRACTOR has, in the opinion of ENGINEER, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all main- tenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in paragraph 6.12), and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Docu- ments, including but not limited to the evidence of insurance required by subparagraph 5.04.B.7; (ii) consent of the surety, ifany, to final payment; and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) ofall Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in paragraph 14.07.A.2 and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and an affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-41 SECTION 00700 GENERAL CONDITIONS full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. B. Review of Application and Acceptance 1. If, onthe basis op ENGINEER’ s observation of the Work during construction and final inspection, and ENGINEER’ review of the final Application for Payment and accompanying documentation as re- quired by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR’s other obligations under the Con- tract Documents have been fulfilled, ENGINEER will, within 10 days after receipt of the final Applica- tion for Payment, indicate in writing ENGINEER’s recommendation of payment and present the Applica- tion for Payment to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.09. Otherwise, ENGINEER will return the Application for Payment to CONTRACTOR, indicat- ing in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 1. Thirty days after the presentation to OWN- ER of the Application for Payment and accompanying documentation, the amount recommended by ENGINEER will become due and, when due, will be paid by OWNER to CONTRACTOR. D. Final Completion Delayed 1. If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed, and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR’s final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGI- NEER with the Application for such payment. Such payment shall be made under the terms and conditions Russell Stephenson — Electrical Manhole Rehabilitation governing final payment, except that it shall not constitute a waiver of Claims. 14.08 (Not Used) 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 CONTRACTOR 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. CONTRACTOR 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 per- form 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); GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-42 SECTION 00700 GENERAL CONDITIONS 2. CONTRACTOR’s disregard of Laws or Regulations of any public body having jurisdiction; 3. CONTRACTOR’s disregard of the authori- ty 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. Ifthe 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’s 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 CONTRACTOR from liability. 15.03 OWNER May Terminate For Convenience Russell Stephenson — Electrical Manhole Rehabilitation A. Upon seven days written notice to CONTRACTOR 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): 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 fur- nishing labor, materials, or equipment as required by the Contract Documents in connection with uncom- pleted 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) incurred 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 economic 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, or OWNER fails for 30 days to pay CONTRACTOR any sum finally determined 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, or OWNER has failed for 30 days to pay CONTRACTOR any sum finally determined GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-43 SECTION 00700 GENERAL CONDITIONS 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 provi- sions of this paragraph 15.04 are not intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR’s stopping the Work as permitted by this paragraph. 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 Russell Stephenson — Electrical Manhole Rehabilitation 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 available 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 ofthem which are otherwise imposed or available by Laws or Regula- tions, 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 particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accor- dance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and acceptance of the Work or termination or completion 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. 17.06 Headings A. The Article and paragraph headings are inserted for convenience only and do not constitute part of these General Conditions. END OF SECTION 00700 GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-44 Yd SECTION 00700 Russell Stephenson — Electrical Manhole Rehabilitation GENERAL CONDITIONS (THIS PAGE INTENTIONALLY LEFT BLANK) GENERAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 5/13/2012 00700-45 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS SECTION 00800 — SUPPLEMENTARY CONDITIONS Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. 1910-8, 1996 ed.) 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 have the meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. SC-2.02. Delete paragraph 2.02 of the General Conditions in its entirety and insert the following in its place: 2.02. OWNER shall furnish to CONTRACTOR up to four (4) copies of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. SC-2.04. Delete paragraph 2.04 of the General Conditions in its entirety and insert the following in its place: 2.04. CONTRACTOR shall start to perform the Work on the date when the Contract Time commences to run, but no Work shall be done at the site prior to the Effective Date of the Agreement. SC-2.05.C. Delete paragraph 2.05. C of the General Conditions in its entirety and insert the following in its place: 2.05.C. The CONTRACTOR shall furnish the OWNER with five copies of Certificates of Insurance on all required policies of insurance showing limits of liability as specified. All policies must provide 30 days advance notice to the OWNER in the event of cancellation, expiration or alteration. Each certificate shall be accompanied by a notarized statement itemizing each and every exclusion of the policy. All certificates shall be submitted with the Agreement for execution. SC-2.06. Delete paragraph 2.06 of the General Conditions in its entirety and insert the following in its place: 2.06. Within twenty (20) days after the Effective Date of the Agreement, a conference attended by CONTRACTOR, OWNER and others as appropriate may be held to establish a working understanding among the parties as to the work and to discuss the schedules referred to in paragraph 2.05.B of the General Conditions, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-1 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS SC-2.07. 2.07. SC-5.01. Delete paragraph 2.07 of the General Conditions in its entirety and insert the following in its place: If requested by the OWNER or ENGINEER, at least ten (10) days before submission of the first Application for Payment a conference attended by CONTRACTOR, OWNER and others as appropriate will be held to review for acceptability to OWNER as provided below the schedules submitted in accordance with paragraph 2.05.B of the General Conditions. CONTRACTOR shall have an additional ten (10) days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to OWNER as provided below. The progress schedule will be acceptable to OWNER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on OWNER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR = from CONTRACTOR'S | full responsibility therefore. CONTRACTOR'S schedule of Shop Drawing and Sample submissions will be acceptable to OWNER as providing a workable arrangement for reviewing and processing the required submittals. CONTRACTOR’s schedule of values will be acceptable to OWNER as to form and substance if it provides a reasonable allocation of the contract price to component parts of the work. Add the following subparagraph to paragraph 3.01 of the General Conditions: In the event of a conflict between the various items which make up the Contract Documents, the following Hierarchy of Documents shall prevail: Contract Change Orders. Addenda. Agreement. Instructions To Bidders. Supplementary Conditions. General Conditions. Technical Specifications. Drawings. PAIAMP YN D> Add the following subparagraph to paragraph 5.01 of the General Conditions: Prior to commencing work, payment and performance bonds required by this contract shall be filed in the public records of the county where said is performed pursuant to the requirements of Title XVIII, Section 255.05, Florida Statutes. SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-2 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS SC-5.04. Add the following subparagraph to paragraph 5.04 of the General Conditions: 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. Workers' Compensation and related coverages under paragraphs 5.04.A.1 and 5.04.A.2 of the General Conditions: a.) State: Statutory b.) Applicable Federal (e.g. Longshoreman's): Statutory C.) Employer's Liability $1,000,000 2. CONTRACTOR'S Liability Insurance under paragraphs 5.04. A.3 through A.6 of the General Conditions which shall also include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care custody and control of the CONTRACTOR: a.) General Aggregate (Except Products - Completed Operations) $2,000,000 b.) Products - Completed Operations Aggregate $2,000,000 c.) Personal and Advertising Injury (Per Person/Organization) $1,000,000 d.) Each Occurrence (Bodily Injury and Property Damage) $1,000,000 e.) Property Damage Liability Insurance will provide Explosion, Collapse and Underground coverages where applicable. f.) Excess Liability General Aggregate $2,000,000 Each Occurrence $2,000,000 SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-3 SECTION 00800 SUPPLEMENTARY CONDITIONS SC-5.06. 3. Russell Stephenson - Electrical Manhole Rehabilitation Automobile Liability: a.) Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident b.) Property Damage: $1,000,000 Each Accident OR c.) Combined Single Limit (Bodily Injury and Property Damage): $2,000,000 Each Accident In addition to the requirements of Paragraph 5.04.B. 1 of the General Conditions concerning the naming of the OWNER, Engineer, and Engineer's consultants as additional insured’s under the CONTRACTOR'S General Liability Policy. Also, the CONTRACTOR shall at his expense provide an OWNER'S and CONTRACTOR'S Protective Liability Policy issued in the name of the OWNER and ENGINEER covering the CONTRACTOR'S obligations under Paragraph 5.04.B.4 of the General Conditions. Coverage shall be provided under this policy for not less than the following amounts: (1) Bodily Injury: $1,000,000 Each Occurrence (2) Property Damage: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate Supplement Paragraph 5.06 of the General Conditions as follows: CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. Include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER'S Consultants and any other persons or entities identified in the Supplementary Conditions and the officers, directors, partners, employees, agents, and other consultants and subcontractors, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 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 SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-4 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS damage to the Work, temporary buildings, false work and Work in transit and shall insure against at least the following perils: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils as may be specifically required by the Supplementary Conditions. Include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); Go 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 thirty (30) days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR’s 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 contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least thirty (30) days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with paragraph SC-5.07. SC-5.07. Supplement Paragraph 5.07 of the General Conditions as follows: 5.07 Waiver of Rights A. OWNER and CONTRACTOR intend that all policies purchased in accordance with paragraphs SC 5.06 will protect OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER'S Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured’s (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-5 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS @ effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insured’s or additional insured’s there under. OWNER and CONTRACTOR waive all rights against each other and their respective officers, directors, partners, employees, agents and other consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, ENGINEER, ENGINEER'S Consultants and all other individuals or entities identified in the Supplementary Conditions to be listed as insured’s or additional insured’s (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by CONTRACTOR as trustee or otherwise payable under any policy so issued. B. In addition, OWNER waives all rights against CONTRACTOR, Subcontractors, ENGINEER, ENGINEER'S Consultants and the officers, directors, partners, employees and agents and other consultants and subcontractors of each and any of them, for: 1. loss due to business interruption, loss of use or other consequential loss @ extending beyond direct physical loss or damage to OWNER'S property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by OWNER; and 2. loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by OWNER during partial utilization pursuant to paragraph 14.05, after substantial completion pursuant to paragraph 14.04 or after final payment pursuant to paragraph 14.07. C. Any insurance policy maintained by CONTRACTOR covering any loss, damage or consequential loss referred to in this paragraph SC 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage or consequential loss the insurers will have no rights of recovery against OWNER, Subcontractors, ENGINEER, ENGINEER'S Consultants and the officers, directors, partners, employees, agents and other consultants and subcontractors of @ each and any of them. SC-6.06.B Supplement Paragraph 6.06.B of the General Conditions as follows: SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-6 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS SC-6.06.B. SC-13.03.B SC-13.03.B SC-14.02.B.5. SC-17.01. The CONTRACTOR, or apparent successful Bidder, shall identify Subcontractors, Suppliers, or other persons or organizations as follows: 1) Prior to the Effective Date of the Agreement, the apparent Successful Bidder shall within seven (7) days of the receipt of a Written Request from the OWNER or the ENGINEER identify Subcontractors, Suppliers, or others specifically requested. 2) Within thirty (30) days following the Effective Date of the Agreement, all Subcontractors shall be identified. Supplement Paragraph 6.06.C of the General Conditions as follows: 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. Delete subparagraph 13.03.B of the General Conditions in its entirety and insert the following in its place: CONTRACTOR shall employ and pay for the services of an independent testing laboratory acceptable to the OWNER and the ENGINEER to perform all inspections, tests, or approvals required by the Contract Documents except: 1. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.04.B of the General Conditions shall be paid as provided in said paragraph 13.04.B; and 2. as otherwise specifically provided in the Contract Documents. Supplement subparagraph 14.02.B.5 of the General Conditions as follows: In addition to reasons listed in G.C. 14.02.B.5.a through 14.02.B.5.d, the ENGINEER may refuse to recommend the whole or any part of any payment to the CONTRACTOR because liability for liquidated damages has been incurred by the CONTRACTOR. Supplement subparagraph 17.01 of the General Conditions as follows: In addition to the provisions of paragraph 17.01 of the General Conditions, written Notice to the CONTRACTOR shall be deemed to have been given if delivered in person to the CONTRACTOR'S authorized representative on the project site. SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-7 SECTION 00800 Russell Stephenson - Electrical Manhole Rehabilitation SUPPLEMENTARY CONDITIONS END OF SECTION 00800 SUPPLEMENTARY CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00800-8 SECTION 00810 Russell Stephenson - Electrical Manhole Rehabilitation SPECIAL CONDITIONS SECTION 00810 - SPECIAL CONDITIONS ® 1. INSPECTION OF FACILITIES The CONTRACTOR shall at all times provide access to, and all means necessary to provide for inspection of all parts of the work by the OWNER. 2. UTILITIES The CONTRACTOR shall be responsible for any damage done by him or any of his subcontractors to all utilities within the limits of the work. Should any utilities or appurtenances be damaged by the CONTRACTOR's activities and operations under this contract, the CONTRACTOR shall cause the necessary repairs to be made and shall pay the entire cost thereof without compensation. No separate compensation shall be allowed the CONTRACTOR for any work required by this paragraph due to conflicts with lines and appurtenances or as a result of grade revisions. 3. REMOVAL OF DEBRIS The CONTRACTOR shall frequently clean up all refuse, rubbish, scrap materials and debris caused by his operations, so that at all times the site of the work shall present a neat, orderly @ and workmanlike appearance. 4. TEMPORARY ROADS, DETOURS AND MAINTENANCE OF ACCESS A. No section of the work shall be closed to traffic unless approved by the OWNER. Suitable signs indicating "Road Closed" or "Detour" shall be erected by the CONTRACTOR as ordered by the OWNER at no expense to the OWNER. B. If in the opinion of the OWNER the CONTRACTOR does not comply with the above requirements such work as the OWNER may deem necessary may be performed by others at the direction of the OWNER and the charges therefore held from any money due or to become due to the CONTRACTOR on this or any other Contract. 5. BARRICADES, WARNING LIGHTS, SIGNS, ETC. A. Prior to closing any section of the project to traffic, the CONTRACTOR shall furnish, erect, and maintain, at no expense to the OWNER suitable barricades, warning signs, flares, red flags, or lights which shall be kept burning from sunset to sunrise. SPECIAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00810-1 SECTION 00810 Russell Stephenson - Electrical Manhole Rehabilitation SPECIAL CONDITIONS @ B. The CONTRACTOR shall receive no direct compensation for furnishing, erecting, and maintaining the necessary barricades, lights, flares, signs, or for any other incidentals necessary for the good and proper safety, convenience, and direction of traffic during the period prior to final inspection and acceptance. 6. CONSTRUCTION ALONG AND UNDER HIGHWAYS When Work is to be performed under Federal, State or County Highways, or along the right- of-way of these highways, the CONTRACTOR is instructed to contact the State Highway Department, the OWNER or other authorities concerned as to their requirements for Work of this type and for maintaining traffic, detours and public safety during these operations. These requirements shall be fully complied with and all work along or tnder these highways shall be subject to the inspection and direction of the proper authorities concerned. The CONTRACTOR shall give prior notice of his intention to perform work along these highways and shall coordinate the work with the highway authorities concerned. The CONTRACTOR shall provide at his own expense any bond or insurance required by the Highway Department. 7. EXTRA CHARGES r Upon receiving a change order or field order, the Contractor shall notify the Engineer of any additional charges the Contractor feels he is due prior to initiating the work under consideration. 8. CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER A. Upon final completion and acceptance of the Work in each Change Order, the CONTRACTOR shall submit a final settlement of accounting to OWNER. B. Statement shall reflect all adjustments to the Contract Price: 1. The Original Contract Price 2. Additions and deductions resulting from: a. Previous Change Orders b. Unit Prices C. Deductions for uncorrected work d. Penalties and Bonuses €. Deductions for liquidated damages f. Deductions for re-inspection payments g. Other adjustments SPECIAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00810-2 SECTION 00810 Russell Stephenson - Electrical Manhole Rehabilitation SPECIAL CONDITIONS * 3. Total Change Order Sum, as adjusted 4, Previous Payments 5. Sum remaining due C. OWNER will prepare a final change order, reflecting approval adjustments to the Contract Price which were not previously made by Change Orders. D. The CONTRACTOR shall submit the following closeout documentation along with the final settlement of accounting: 1. Release of Liens ~ The CONTRACTOR shall submit a certified letter from the CONTRACTOR to release and discharge the OWNER, its officers, agents and employees of and from all liabilities, obligations, and claims under or arising out of said contract. CONTRACTOR's Advertisement of Completion - The CONTRACTOR immediately after being notified by the OWNER that all other requirements of their contract as pertains to the Work Order have been completed shall give notice of said completion by an advertisement for a period of 4 successive weeks in the newspaper of largest circulation published within the county or counties where the work is performed. Proof of publication of said notice shall be made by the CONTRACTOR to the OWNER, by affidavit of the publisher and a printed copy of the published notice. If no newspaper is published in any county where the work is done, the notice may be given by posting at the Court House for 30 days and proof of same shall be made by the Probate Judge or Sheriff and the CONTRACTOR. Use the form for Advertisement of Completion in Section. In addition, the following documents will be required by the OWNER for Final Contract Closeout review and Final Payment authorization: e Signed Release of Lien e Proof of Completion Advertisement e Certificate of Insurance e Consent of Surety to Final Payment e Proof of Performance / Payment Bond 12 Month Continuance after Final Payment END OF SECTION 00810 SPECIAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00810-3 TABLE OF CONTETNT Russell Stephenson - Electrical Manhole Rehabilitation TABLE OF CONTENT Division Section Title Pages PART 1-—BIDDING REQUIREMENTS (TO BE COMPLETED) 00080....000..... NOTICE TO BIDDERS ..0.o.oeceecccsessssssscssssesescscscscssee secscusvevesasvavacacsereesecsasavavaes 1-2 00100... INSTRUCTION TO BIDDERS o....eececscccccsssssscsessesescee scasscscsecevarsesaracsesecscscseeeenes 1-13 00300............ BID PROPOSAL .....cececcecsesseeesesesessesesecsesesssncssscscsavs seseassesessasatacvasassavavessssasees 1-13 00410... BID BOND 1... ccccssesesessscsssseseseseescsenessesesesecsessssescscsese scsevesesacessesavatstsavarsesesssesees 1-2 PART 2—CONTRACT FORMS (TO BE COMPLETED) 00500... EJCDC STANDARD CONTRACT FORM OF AGREEMENT. .....cccsccsescccecesceseeee 1-9 00610... PERFORMANCE BOND 000. ccecceccsesessssesesescecesesessce sesssassescssscsarsesavaacseveceesanars 1-4 00620... PAYMENT BOND ...0.. ccc eccccesceeeseseesesesessscesesesccscsces seassesesesavacsesavacscsavacsesesaseese 1-4 PART 3—CONDITIONS OF THE CONTRACT 00700... EJCDC GENERAL CONDITIONS ........cccccccscscssssssesee scsseevecsecsescacatsesatateacecsesavaes 1-46 00800............. SUPPLEMENTARY CONDITIONS .......cccccsescccsssssssse cocssesseceesevecaesessessseeusacscvenes 1-8 00810... SPECIAL CONDITIONS oo... ececccsessesessesescssrecsessesee ssesssecsessesesacatsateusapencsessesees 1-4 PART 4—SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010... SUMMARY OF WORK 0... ccccccesessssssesesescsscscscsscscsene sesvsseseesaracsaavsesesassesnecsececes 1-2 01250... CONTRACT MODIFICATION PROCEDURES. ...0..... coccsccssscsessessesescsteseacecsenseens 1-3 01270... MEASUREMENT & PAYMENT ........ccccccsssccssscsssscseee scsesecsevseesacasescsessevacsessseeses 1-2 01310... PROJECT MANAGEMENT AND COORDINATION oov..ccccececcsscscesesscescscsecesess 1-11 01320... CONSTRUCTION PROGRESS DOCUMENTATION. .u....cscccccscsccesceseescseescseeecees 1-8 0132200000. PHOTOGRAPHIC DOCUMENTATION ......c.ccccsccsssess sosssscsssccacsevasevacearseatsavanses 1-4 01324... CONTRACTORS SAFETY PLAN ......cccccccscsssssssscesssce scssssessscseeevsssesevassesecacsesasees 1-6 01330... SUBMITTAL S oo... cceccccsscsesescseeesessecesesesessesescscecscscsea sesssessssecsuvevasssaravarasserevseneas 1-2 01332... SHOP DRAWING PROCEDURES ......ccccccccssscesssscsesee ssssececsecsecessesssesscsavacecsesess 1-8 01400... QUALITY REQUIREMENTS ......eccccsesssscsessssescsessssee sesssavassesesseecaesesavstsesacateacaes 1-6 01500... TEMPORARY FACILITIES AND CONTROLS .00...0.. ceccecseseesessceceseeecesceseenessesees 1-11 01770... CLOSEOUT PROCEDURE ..0...eecccccscssssessssescescsscecee sessvecsevacsasacsatacaracuavateasseees 1-4 DIVISION 2 - SITE CONSTRUCTION 02240... DEWATERING... ceecescccsssecseecenteneseesessessneesesaceecsesa sesucscssvsesvacuevecsavsceacareaeensas 1-5 02260............. EXCAVATION SUPPORT... ecccsescsssssestseesesccscescsees sesscaccesssvecessscesesesaneressnees 1-6 TABLE OF CONTENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 1 TABLE OF CONTETNT Russell Stephenson - Electrical Manhole Rehabilitation DIVISION 16 - ELECTRICAL 16010........... BASIC ELECTRICAL REQUIREMENTS ........c::ccceesee cereresseseeesreestsasersnneenenseeaees 1-6 16075... ELECTRICAL IDENTIFICATION .........ccccccecssssseseee cereerenreeeeeaseesersensneraaaenaenees 1-9 16120... CONDUCTORS AND CABLES ...... ese cccccccccseesesseteceeee censnenareseeeeeseneenenagacaaseseaees 1-8 16135... UNDERGROUND DUCTS ........cceecsesseeneceeceeeeeesensnnacene seeeesssaaceeeeseneenertsnernaagoneagens 1-24 END OF SECTION TABLE OF CONTENT OKALOOSA COUNTY WATER AND SEWER 2 ae DATE: 8/15/2013 SECTION 00080 Russell Stephenson - Electrical Manhole Rehabilitation NOTICE TO BIDDERS SECTION 00080 — NOTICE TO BIDDERS Board of County Commissioners Okaloosa County, Florida OWNER Separate sealed bids for the Russell Stephenson Electrical Manhole Rehabilitation Project shall be received by the Board of County Commissioners, Okaloosa County, Florida, in the Conference & Training Room #305 located at 302 N. Wilson St, Crestview, FL 32536, until 3:05 pm local time on October 3, 2013 and then publicly opened and read aloud. A mandatory pre-bid conference is scheduled for 10:00 am local time on, September 25, 2013 in the 3 Floor Board Room of the Okaloosa County Water and Sewer Administrative Building, located at 1804 Lewis Turner Blvd, Fort Walton Beach, Florida. You must attend this pre-bid conference in order to submit a bid. A hardcopy of bid provisions, bid forms, drawings and specifications may be reviewed at the following: Okaloosa County Water & Sewer Office located at 1804 Lewis Turner Boulevard, Suite 300, Fort Walton Beach, Florida, 32547. Okaloosa County Purchasing Department, 602-C North Pearl Street, Crestview, FL 32536. Electronic copies may be obtained from CONSTANTINE ENGINEERING, INC., under the project name at the following web address: http://www.tcgeng.com/Documents/. No Bidder may withdraw his bid within 35 days after the actual date of the opening thereof. All bids must be in sealed envelopes reflecting on the outside thereof "Russell Stephenson Electrical Manhole Rehabilitation Project” to be opened at 3:05 o'clock local time on October 3, 2013. The OWNER will consider all bids properly submitted at its scheduled Bid Opening in the Conference & Training Room #305 located at 302 N. Wilson St, Crestview, FL 32536. Bids may be submitted in the Conference & Training Room #305, prior to Bid Opening or delivered to the Clerk of Circuit Court, 302 N. Wilson St., #203, Crestview, FL 32536. Note: Crestview is NOT a next day delivery site. Any Bidder failing to mark outside of envelope as set forth herein may not be entitled to have their bid considered. All bids should be addressed as follows: Clerk of Circuit Court ATTN: Gary Stanford 302 N. Wilson St. #203 Crestview FL 32536 NOTICE TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00080-1 SECTION 00080 Russell Stephenson - Electrical Manhole Rehabilitation NOTICE TO BIDDERS Richard Brannon Purchasing Director BOARD OF COUNTY COMMISSIONERS OKALOOSA COUNTY, FLORIDA Don Amunds Chairman NOTICE TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00080-2 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER } SECTION 00100 - INSTRUCTIONS TO BIDDERS FOR OKALOOSA COUNTY, FLORIDA ARTICLE 1 - DEFINED TERMS Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. 1.01 Bidder - The individual or entity who submits a Bid directly to OWNER. 1.02 Apparent Low Bidder — That Bidder who’s Bid as submitted in the Bid Proposal represents the lowest total as determined by the Total Bid. 1.03 Total Bid — The total amount of the Unit Price Work. 1.04 Successful Bidder - The lowest, responsible Bidder submitting a responsive bid to whom OWNER (on the basis of OWNER’s evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS © 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement for Bids, may be obtained from the ENGINEER. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within five days of OWNER's request three copies of written evidence such as financial data, previous experience, present commitments and other such data as may be called for below (or in the Supplementary Conditions). 3.02 CONTRACTOR’s License number of the class required shall be inserted in the appropriate place on the Bid Proposal and outside of envelope, before Bids will be considered. 3.03 Nonresident Bidders are required to register with the Department of Revenue prior to starting Work on a construction contract. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE | INSTRUCTIONS TO BIDDERS | OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-1 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 4.01 Subsurface and Physical Conditions: A Reference is made to the Supplementary Conditions for the identification of: 1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site, if any, that ENGINEER has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Bidding Documents. Copies of reports and drawings referenced in paragraph 4.01.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated on such drawings. 4.02 Underground Facilities: A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities, including OWNER, or others. ENGINEER assumes no responsibility for the accuracy or completeness of the information furnished by said owners. 4.03 Hazardous Environmental Condition: A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that ENGINEER has used in preparing the Bid Documents. Copies of reports and drawings referenced in paragraph 4.03.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated on such drawings. INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-2 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 4.04 4.05 4.06 4.07 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of Work appear in paragraph 4.06 of the General Conditions. On request, OWNER will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. Reference is made to Article 7 of the General and Supplementary Conditions for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for each other work. It is the responsibility of each Bidder before submitting a Bid to: A. Examine and carefully study the Bidding Documents, including any Addenda and the other related data identified in the Bidding Documents; B. Visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, or performance of the Work; D. Carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E. Obtain and carefully study (or assume responsibility for doing so) all examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-3 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 4.08 the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto; F, Agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; G. Become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; H. Promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to Bidder; The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE 5.01 A mandatory Pre-Bid conference will be held at the Okaloosa County Water and Sewer Office, at 1804 Lewis Turner Boulevard, Suite 300, Fort Walton Beach, FL 32547 on September 25, 2013 at 10:00 AM. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are required to attend and participate in the conference in order to submit a bid. Once the conference is called to order, no additional bidders will be allowed to sign-in and hence, to be allowed to bid. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary to response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-4 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 6.01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment, to be incorporated into the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 7.02 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. ARTICLE 8 - BID SECURITY 8.01 8.02 8.03 A Bid must be accompanied by Bid security made payable to OWNER in an amount of five percent (5%) of Bidder's total Bid price and in the form of a cashier's check or a Bid Bond on the form attached issued by a surety meeting the requirements of paragraphs 5.01 and 5.02 of the General Conditions. The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of 7 days after the effective date of the Agreement or 36 days after the bid opening whereupon Bid security furnished by such Bidder will be returned. Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening. ARTICLE 9 - CONTRACT TIMES (Refer to Section 00500, Article 4) ARTICLE 10 - LIQUIDATED DAMAGES (Refer to Section 00500, Article 4) INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-5 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents. Whenever it is specified or described in the Bidding Documents that a substitute or "approved equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, and the CONTRACTOR intends to use a substitute or "approved equal,” two copies of any documentation required in the Specifications shall be submitted to the ENGINEER no later than 2 weeks prior to bid opening. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions and may be supplement in the General Requirements. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS 12.01 12.02 12.03 If OWNER requests the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to OWNER in advance of the Effective Date of the Agreement as provided for in paragraph 6.06.B.(1) of the Supplementary Conditions, the apparent Successful Bidder, and any other Bidder so requested, shall within 7 days after receipt of a written request from the OWNER or the ENGINEER, submit to OWNER a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, in which case apparent Successful Bidder shall submit an acceptable substitute, Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and OWNER may consider such price adjustment in evaluating Bids and making the contract award. If apparent Successful Bidder declines to make any such substitution, OWNER may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. ARTICLE 13 - PREPARATION OF BID INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-6 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 13.01 A bid form is included with the Bidding Documents. Additional copies may be obtained from the ENGINEER. The Bidder shall submit an original and two (2) copies of the bid form. All blanks on the Bid form shall be completed by printing in ink or by typewriter and the Bid signed. A Bid price shall be indicated for each section, Bid item, alternative, adjustment unit price item listed therein, or the words “No Bid”, “No Change”, or “Not Applicable” entered. A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer who has legal authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature). The official address of the partnership shall be shown below the signature. A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm must be shown below the signature. A Bid by an individual shall show the Bidder's name and official address. A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid form. The official address of the joint venture must be shown below the signature. All names shall be typed or printed in ink below the signature. The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid form. The address and telephone number for communications regarding the Bid shall be shown. If the Bidder is an out-of-state corporation, the Bid shall contain evidence of Bidder's authority and qualification to do business as an out-of-state corporation in the State of Florida in accordance with Article 3. Bidder's state contractor license number for the State of Florida shall also be shown on the Bid form. Contractor shall be licensed in accordance with the requirements of Chapter 489 of the Florida Statues. ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS 14.01 Lump Sum Price A. Bidders shall submit a Bid on a Lump Sum basis for the work described by the plans, specifications, and Summary of Work (Section 01010). The Lump Sum INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-7 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER shall be complete compensation for a complete and operating system described in the Contract Documents. 14.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11.02 of the General Conditions. 14.03 When completion times are not set forth in the agreement but instead are to be specified by the BIDDER, bid prices will be compared after adjusting for differences in the time designated by Bidders for Substantial Completion. The adjusting amount will be determined at the rate set forth in the Contract Documents for liquidated damages for failing to achieve Substantial Completion for each day before or after the desired date appearing in Article 9. ARTICLE 15 - SUBMTTTAL OF BID 15.01 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of the Bidder, and shall be accompanied by the Bid security and other required documents. Ifa Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to: Clerk of Circuit Court ATTN: Gary Stanford 302 N. Wilson St. #203 Crestview FL 32536 NOTE: _Crestview is Not A Next Day Delivery Site For Overnight Carriers. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids. 16.02 If within 24 hours after Bids are opened any Bidder files a duly signed written _ notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake inthe preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from 1) further bidding on the Work, and 2) doing any work on the Contract, either as a subcontractor or in any other capacity. INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-8 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER ARTICLE 17 - OPENING OF BIDS 17.01 Bid opening shall be public, on the date and time specified on the Bid form. It is the Bidder's responsibility to assure that his bid is delivered at the proper time and place. Offers by telegram, facsimile or telephone are not acceptable. 17.02 Bids will be opened at the time and place indicated in the advertisement or invitation to Bid and, unless obviously non-responsive, read aloud publicly. A tabulation of the amounts of Bids will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for 35 days after the day of the bid opening, but the OWNER may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period. ARTICLE 19 - AWARD OF CONTRACT 19.01 Right to Waive and Reject: A The BOARD, in its absolute discretion, may reject any Bid of a Bidder that has failed, in the opinion of the OWNER, to complete or perform an OWNER contracted project in a timely fashion or has failed in any other way, in the opinion of the OWNER, to perform a prior contract in a satisfactory manner, and has directed the Okaloosa County Purchasing Director to emphasize this condition to potential proposers. B. There is no obligation on the part of the OWNER to award the Bid to the lowest Bidder, and the OWNER reserves the right to award the Bid to Bidder submitting a responsive Bid with a resulting negotiated agreement which is most advantageous and in the best interest of the OWNER and to reject any and all Bids or to waive any irregularity or technicality in Bids received. The OWNER shall be the sole judge of the Bid and the resulting negotiated agreement that is in its, best interest and its decision shall be final. C. The OWNER reserves the right to waive any informalities or reject any and all Bids, in whole or part, to utilize any applicable state contracts in lieu of or in addition to this Bid and to accept the Bid that in its judgment will best serve the interest of the OWNER. D. The OWNER specifically reserves the right to reject any conditional Bids and will normally reject those which make it impossible to determine the true amount of the Bid. Each item must be Bid separately and no attempt is to be made to tie any item or items to any other item or items. INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-9 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 19.02 Disqualification of Bidders: Any of the following reasons may be considered as sufficient for the disqualification of a Bidder and the rejection of his Bid or Bids: A. More than one Bid for the same work from an individual, firm or corporation under the same or different name. B. Evidence that the Bidder has a financial interest in the firm of another Bidder for the same work. C. Evidence of collusion among Bidders. Participants in such collusion will receive no recognition as Bidders for any future work of the OWNER until such participant shall have been reinstated as a qualified Bidder. D. Uncompleted work which in the judgment of the OWNER might hinder or prevent the prompt completion of additional work if awarded. E. Failure to pay or satisfactorily settle all bills due for labor and material on former contracts in force at the time of advertisement for bids. F. Default under previous contact. G. Listing of the Bidder by the Federal Government on its barred/suspended vendor list. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth OWNER'S requirements as to performance and payment Bonds and insurance. When the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds and insurance certificates. ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER. Within ten days thereafter, OWNER shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Drawings with appropriate identification. ARTICLE 22 - PUBLIC ENTITY CRIME INFORMATION. 22.01 A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-10 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. ARTICLE 23 - FLORIDA TRENCH SAFETY ACT 23.01 Each bidder must submit with his bid an executed sworn certification that he will comply with the Trench Safety Act, Chapter 90-96, Florida Statutes on Trench Safety. Note: (For Bidder's convenience, this Certification Form is enclosed as Attachment "A" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) ARTICLE 24 - CONFLICT OF INTEREST 24.01 24.02 The award hereunder is subject to the provision of Chapter 112, Florida Statutes. All bidders must disclose with their bid proposal the name of any officer, director, or agent who is also a public officer or an employee of the Okaloosa County Board of County Commissioners, or any of its agencies. Further, all bidders must disclose with their bid proposal the name of any County officer or employee who owns, directly or indirectly, an interest of five percent (5%) or more in the firm or any of its branches. The CONTRACTOR, prior to or at the time of submission of the bid proposal, must file a statement with the Clerk of Circuit Court of Okaloosa County, or other designated official in the case of another owner, if he is an officer or employee of the County, disclosing his or spouse's or child's interest and the nature of the intended business. Note: (For Bidder's convenience, this form of Conflict of Interest Disclosure is enclosed as Attachment "B" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) ARTICLE 25 - IDENTICAL TYPE PROPOSALS 25.01 Preference shall be given to businesses with drug-free workplace programs. Should two or more proposals which are equal with respect to price, quality and service be received by the OWNER for the procurement of commodities or contractual services, a proposal received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. In order to determine whether or not a business has such a program, the enclosed Drug-Free Workplace Certification form must be submitted with the bid. Failure to submit this Certification will result in your bid being declared non-responsive; provided, however, that the low bidder may be given the opportunity to submit the Certification to the OWNER within five (5) calendar days after notification by the OWNER if this is determined to be in the best interest of the OWNER. INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-11 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER 25.02 Established procedures for processing tie proposals will be followed if none of the tied vendors have a drug-free workplace program. Note: (For Bidder's convenience, this form of Drug-Free Workplace Certification is enclosed as Attachment "C" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) ARTICLE 26 - INDEMNIFICATION AND HOLD HARMLESS 26.01 Each Bidder must submit with his bid an executed sworn certification that he will comply with the Hold Harmless in accordance with the provisions of Florida Statutes, Section 725.06 To the fullest extent permitted by law, CONTRACTOR shall indemnify hold harmless OWNER, its officers and employees from liabilities, damages, losses, and costs including but not limited to reasonable attorney fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the CONTRACTOR and other persons employed or utilized by the CONTRACTOR in the performance of this Agreement. Note: (For Bidder's convenience, this Certification Form is enclosed as Attachment "D" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) ARTICLE 27 - DISCRIMINATION 27.01 An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract to provide goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with any public entity. ARTICLE 28 —- FEDERAL E-VERIFY COMPLIANCE CERTIFICATE 28.01 In accordance with Okaloosa County Policy and Executive Order Number 11-116 from the office of the Governor if the State of Florida, Proposer hereby certifies that the U.S. Department of Homeland Security’s E-Verify system will be used to verify the employment eligibility of all new employees hired by the contractor during the contract term, and shall expressly require any subcontractors performing work or providing services pursuant to the contact to likewise utilize the U.S. Department of Homeland Securities E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term; and shall provide documentation such verification to the COUNTY upon request. Note: (For Bidder's convenience, this Certification Form is enclosed as Attachment "E" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-12 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER ARTICLE 29 - NO CONTACT CLAUSE 29.01 The Okaloosa County Board of County Commissioners have established a solicitation policy (No Contact Clause that prohibits oral and written communication regarding all formal solicitations for goods and services (formal bids, request for proposals and request for qualifications) issued by the Board through the County Purchasing Department. The period commences when the procurement document is received and terminates when the Board of County Commissioners approved the award. Note: (For Bidder's convenience, this Certification Form is enclosed as Attachment "F" with Section 00300 "Bid Proposal" and is made a part of the Bid Package.) END OF SECTION 00100 INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-13 SECTION 00100 Russell Stephenson - Electrical Manhole Rehabilitation INSTRUCTIONS TO BIDDER (THIS PAGE INTENTIONALLY LEFT BLANK) INSTRUCTIONS TO BIDDERS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00100-14 SECTION 00810 Russell Stephenson - Electrical Manhole Rehabilitation SPECIAL CONDITIONS (THIS PAGE INTENTIONALLY LEFT BLANK) SPECIAL CONDITIONS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 00810-4 SECTION 01010 Russell Stephenson - Electrical Manhole Rehabilitation SUMMARY OF WORK SECTION 01010 -SUMMARY OF WORK PART 1 - GENERAL 1.1. SECTION INCLUDES Faw > General Description of Project CONTRACTOR - Responsibility OWNER - Responsibility Contractor’s Use of Site 1.2 GENERAL DESCRIPTION OF PROJECT A. The project shall include the rehabilitation of the electrical manholes to mitigate the propagation of ground water infiltration in to the existing electrical manholes, installation and repair of underground electrical conduit, dewatering, and installation of a high water level monitoring system. In addition, the Contractor shall be responsible for all other appurtenances and related work required to complete the Work. B. Contracting Method: Most Responsive Lowest Bid 1.3. CONTRACTOR RESPONSIBILITY A. The following items are intended to identify the general scope of work to be included in the Contractor’s bid proposal. 1. ELECTRICAL MANHOLE REHABILITATION — The Contractor shall be responsible for performing the following tasks to mitigate the current ground water infiltration in to the existing electrical manholes: a. The electrical manholes shall be required to be partially unearthed such that visual evaluation of the electrical manhole can be performed. During the visual inspection the contractor shall identify any areas on the electrical manhole that shall require concrete repair or grout filling. The electrical manhole exterior shall be cleaned and prepared per the instructions of the exterior coating manufacturer. This shall include but is not limited to pressure washing the exterior to remove any materials that may impede the adhesion of the exterior coating. Following the cleaning process any areas that were identified during the visual inspection shall be repaired. Any concrete voids shall be gout filled. In addition, the three main electrical manholes shall have the new conduits installed per the project documents. These conduits shall be installed by core drilling and link sealing the penetration. After cleaning the exterior of the electrical manholes shall be coated with a polyurethane coating to prevent future ground water infiltration. SUMMARY OF WORK OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01010-1 SECTION 01010 Russell Stephenson - Electrical Manhole Rehabilitation SUMMARY OF WORK f. The final task in the electrical rehabilitation shall be to replace the existing electrical conductors as detailed in the project plans. The existing electrical conductors shall be re-fed from the electrical source to the existing electrical load. The splicing of the existing electrical conductors shall not be allowed. 2. DEWATERING - Furnish the following components and appurtenances. a. If elected by OWNER, provide all necessary pumps, piping, supports, filters and fuel to operate a continuous dewater system of the electrical manhole rehabilitation area excavation and underground electrical conduit zones. The dewatering system must be designed to remove groundwater at minimum elevation foundation and invert depths as noted on drawings. b. Contractor shall be responsible for means and methods to maintain a dry environment for the installation of rock foundation and concrete installation and curing time. Dewatering system must be designed by a licensed engineer in the state of Florida, with prior experience with similar installations and site conditions. c. Provide one (1) stand-by back-up dewatering pump, for largest pump in operation. Include wireless or dedicated analog communication service (telemetry) to monitor pump(s) operation during all operations periods. Coordinate with OWNER on notification set-up and hierarchy of respondents. CONTRACTOR shall be responsible for providing trained staff to operate and maintain system at all times while equipment is on site and is place into operation. 1.4 OWNER RESPONSIBILITY A. OWNER or OWNER”S REPRESENTATIVE shall perform inspections throughout the construction. The Contractor shall be responsible for having the OWNER or OWNER’S REPRESENTATIVE inspect the exterior of the electrical manhole following the cleaning, after the point repairs, and after the exterior coating are applied. 1.5 MATERIAL CONTRACTOR'S USE OF SITE A. CONTRACTOR'S use of the Site shall be confined to the areas as dictated during the pre-bid meeting. B. CONTRACTOR shall: 1. Contractor shall coordinate with the OWNER and assume full responsibility upon delivery to the project site to off load the equipment. 2. Obtain and pay for all additional storage or work areas required for its equipment and material, prior to schedule delivery to Project site. END OF SECTION 01010 SUMMARY OF WORK OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01010-2 SECTION 01250 SECTION 01250 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1] A. 1.2 SUMMARY This Section specifies administrative and procedural requirements for handling and processing Contract modifications. See Division 1 Section "Allowances" for procedural requirements for handling and processing allowances. See Division 1 Section "Unit Prices" for administrative requirements for using unit prices. MINOR CHANGES IN THE WORK ENGINEER will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on form provided by ENGINEER. PROPOSAL REQUESTS OWNER-Initiated Proposal Requests: ENGINEER will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by ENGINEER are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the change. CONTRACT MODIFICATION PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01250-1 Russell Stephenson - Electrical Manhole Rehabilitation CONTRACT MODIFICATION PROCEDURES SECTION 01250 Russell Stephenson - Electrical Manhole Rehabilitation CONTRACT MODIFICATION PROCEDURES @ d. ‘Include an updated CONTRACTOR's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. CONTRACTOR-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, CONTRACTOR may propose changes by submitting a request for a change to ENGINEER. 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated CONTRACTOR's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. @ 6. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. C. Proposal Request Form: Use forms provided by ENGINEER 1.4 ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. Ifrequested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 4. OWNER reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. wo CONTRACT MODIFICATION PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01250-2 SECTION 01250 B. 1.5 1.6 Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the Purchase Order amount or CONTRACTOR's handling, labor, installation, overhead, and profit. Submit claims within 14 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. OWNER will reject claims submitted later than 14 days after such authorization. 1. Do not include CONTRACTOR's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to CONTRACTOR's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated. CHANGE ORDER PROCEDURES On OWNER's approval of a Proposal Request, ENGINEER will issue a Change Order for signatures of OWNER and CONTRACTOR on forms provided by ENGINEER. CONSTRUCTION CHANGE DIRECTIVE Work Change Directive: ENGINEER may issue a Construction Change Directive on forms provided by ENGINEER. Work Change Directive instructs CONTRACTOR to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. | Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01250 CONTRACT MODIFICATION PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01250-3 Russell Stephenson - Electrical Manhole Rehabilitation CONTRACT MODIFICATION PROCEDURES SECTION 01250 Russell Stephenson - Electrical Manhole Rehabilitation CONTRACT MODIFICATION PROCEDURES (THIS PAGE INTENTIONALLY LEFT BLANK) CONTRACT MODIFICATION PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01250-4 SECTION 01270 MEASUREMENT AND PAYMENT SECTION 01270 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 A. 1.2 DESCRIPTION The items listed below beginning with Article 1.5, refer to and are the same pay items listed in the Bid Form. They constitute all of the pay items for the completion of the Work. No direct or separate payment will be made for providing miscellaneous temporary or accessory works, plant, services, CONTRACTOR's or ENGINEER's field offices, layout surveys, job signs, sanitary requirements, testing, safety devices, approval of submittals and record drawings, water supplies, power, maintaining traffic, removal of waste, watchmen, bonds, insurance, and all other requirements of the General Conditions, Supplementary Conditions, and the General Requirements. Compensation for all such services, things and materials shall be included in the prices stipulated for the lump sum and unit price pay items listed herein. Each unit bid price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. _ENGINEER'S ESTIMATE OF QUANTITIES ENGINEER's estimated quantities for unit price pay items, as listed in the Bid Form, are approximate only and are included solely for the purpose of comparison of Bids. OWNER does not expressly or by implication agree that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond therewith and reserves the right to increase or decrease any quantity or to eliminate any quantity, as OWNER may deem necessary. Except as provided in Article 1.3, below, CONTRACTOR or OWNER will not be entitled to any adjustment in a unit bid price as a result of any change in an estimated quantity and agrees to accept the aforesaid unit bid prices as complete and total compensation for any additions caused by changes or alterations in the Work directed by OWNER. ADJUSTMENT OF UNIT PRICES FOR INCREASE OR DECREASE OF ESTIMATED QUANTITIES For bid items paid for on a unit price basis, increases or decreases in the quantity of an item of Work will be determined by comparing the total payable quantity of Work with ENGINEER's estimated quantity as shown in the Bid Form. Notwithstanding any other provision of the Contract Documents, if the total payable quantity of any unit price item of Work, which has an as-bid computed total value of five percent or more of the sum of the as-bid computed total values MEASUREMENT AND PAYMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01270-1 Russell Stephenson - Electrical Manhole Rehabilitation SECTION 01270 Russell Stephenson - Electrical Manhole Rehabilitation MEASUREMENT AND PAYMENT of all items bid, varies from ENGINEER's estimate of quantity therefore by more than 25 percent above or below the estimated quantity, the unit price of that item will be a subject of review by ENGINEER. If warranted, an equitable adjustment will be made by means of a Change Order to credit OWNER with any reduction in cost or to compensate CONTRACTOR for any increase in cost resulting from the change in quantity. Said equitable adjustment will be based on any increase or decrease in costs due solely to the variation above 125 percent or below 75 percent of the ENGINEER’s estimated quantity. C. ENGINEER’s review for possible adjustment will be made at a time ENGINEER deems reasonable and proper. D. Payment for any unit price item of Work, which has an as-bid computed total value of less than five percent of the sum of the as-bid computed total values of all items bid, will be made at the unit price bid regardless of an increase or decrease in quantity. 1.4 RELATED PROVISIONS A. Payments to CONTRACTOR: Refer to General Conditions and Agreement. B. Changes in Contract Price: General Conditions. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01270 MEASUREMENT AND PAYMENT OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01270-2 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 A. 1.2 SUMMARY All work herein described shall be performed by the CONTRACTOR, or his approved subcontractors, who shall bear all responsibility for it. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Project meetings. See Division 1 Section "Execution Requirements” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points. OTHER WORK AND EXISTING FACILITIES The CONTRACTOR shall coordinate his work with the OWNER so that the work will not restrain or hinder the OWNER’s operation of existing facilities. Connections to the existing facilities or alteration of existing facilities will be made at times when the use of the piping or facility can be conveniently interrupted for the period of time needed to make the connection or alteration. After having coordinated his work with the OWNER, the CONTRACTOR shall notify the ENGINEER of the time, time limits and methods of each connection or alteration and have the approval of the Engineer before any work is undertaken on the connections or alterations. CONTRACTOR shall reference the General Conditions for coordination of OWNER’s work by others, if any, and coordinate CONTRACTOR’s Work with OWNER or OWNER’s designated coordinator. OTHER UTILITIES The CONTRACTOR shall coordinate his operations with all utility companies near or adjacent to the area of his work. The CONTRACTOR shall require said utilities to identify in the field their property and provide drawings as necessary to locate them. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-1 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 1.4 1.5 A. COORDINATION Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other CONTRACTORs to ensure maximum accessibility for required maintenance, service, and repair. Make adequate provisions to accommodate items scheduled for later installation. 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. vs) Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for OWNER and separate CONTRACTORs if coordination of their Work is required. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other CONTRACTORs to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of CONTRACTOR's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Predemolition conferences. 7. Project closeout activities. SUBMITTALS Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-2 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 1.6 1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to ENGINEER for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 2. Sheet Size: At least 11 by 17 inches but no larger than 22 by 34 inches (750 by 1000 mm). 3. Number of Copies: Submit 6 opaque copies of each submittal. ENGINEER will return | copy. 4. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. Photographs and other records of examination. PROJECT MEETINGS General: ENGINEER will schedule and conduct meetings and conferences at Project site, unless otherwise indicated, and as appropriate perform the following: 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify OWNER and ENGINEER of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including OWNER and ENGINEER, within 20 days of the meeting. Preconstruction Conference: Refer to Supplementary Conditions. ENGINEER will schedule a preconstruction conference before starting construction, at a time convenient to OWNER and CONTRACTOR, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of OWNER, ENGINEER, and their consultants; CONTRACTOR and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-3 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 2. 3. Agenda: Discuss items of significance that could affect progress, including the following: Tentative construction schedule. Phasing. Critical work sequencing and long-lead items. Designation of key personnel and their duties. Procedures for processing field decisions and Change Orders. Procedures for requests for interpretations (RFIs). Procedures for testing and inspecting. Procedures for processing Applications for Payment. Distribution of the Contract Documents. Submittal procedures. Preparation of Record Documents. Use of the premises. Work restrictions. OWNER's occupancy requirements. Responsibility for temporary facilities and controls. Construction waste management and recycling. Parking availability. Office, work, and storage areas. Equipment deliveries and priorities. CONTRACTOR’s Safety Plan. Security. Progress cleaning. Working hours. gx err rep OB Rr AT Te he ae oe Minutes: ENGINEER will record and distribute meeting minutes. C. Preliminary Schedule Acceptability Review Meeting: As set forth in the General Conditions. D. Progress Meetings: ENGINEER will schedule and conduct progress meetings at biweekly intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of OWNER and ENGINEER, each CONTRACTOR, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. CONTRACTOR's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to CONTRACTOR's Construction Schedule. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-4 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Status of correction of deficient items. 14) Field observations. 15) Requests for interpretations (RFIs). 16) Status of proposal requests. 17) Pending changes. 18) Status of Change Orders. 19) Pending claims and disputes. 20) Documentation of information for payment requests. 3. Minutes: ENGINEER will record and distribute to CONTRACTOR the meeting minutes. 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. a. Schedule Updating: Revise CONTRACTOR's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. E. Quality Control and Coordination Meeting(s): 1. | Scheduled by ENGINEER as necessary to review test and inspection reports and other matters relating to quality control of Work and work of other CONTRACTORs. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-5 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 2. Attendees will include ENGINEER, OWNER’S Representative, CONTRACTOR, CONTRACTOR’s designated quality control representative, selected Subcontractors and Suppliers. F. — Pre-demolition Meetings: When required by OWNER, convene at site prior to commencing Work. Require attendance of entities directly affecting, or affected by, Work. Notify ENGINEER four days in advance of meeting date. Provide suggested agenda to ENGINEER to include reviewing conditions of demolition, preparation and installation or application procedures, and coordination with related Work and work of others. Aen G. Other Meetings: In accordance with Contract Documents and as may be required by OWNER. 1.7 PROGRESS OF WORK A. Include the Milestones and sequences of Work specified herein as a part of the progress schedule required under Section 01310, PROGRESS SCHEDULES. B. Shutdown of Existing Facilities: 1. All existing facilities shall be decommissioned prior to starting the Work. If connections to existing services or utilities or other work require the temporary shutdown of any existing operations or utilities, such activities shall be approved by the ENGINEER and shall be planned in detail with appropriate scheduling of the Work and coordinated with the ENGINEER. Such anticipated shutdowns and restarts shall be shown on the CONTRACTOR'S progress schedule and shall be updated with each schedule update. Appearance of the shutdown on the schedule shall not constitute acceptance by the ENGINEER to proceed. Requests for shutdown shall include the nature and duration of the interruption of services and shall include plans to expedite the Work, such as provisions for alternating work force in shifts, if necessary, and standby materials and equipment should any complications arise in completing the Work. The proposed plan shall be submitted to the ENGINEER at least 7 days prior to the planned activities. The ENGINEER will respond within 2 working days as to the acceptability of the planned shutdown. If the shutdown plan does not interfere with the operation of the system to maintain operations that meet current flows, and the shutdown plan is otherwise approved by the ENGINEER, every attempt will be made by the OWNER to comply with such shutdown; however, the OWNER reserves the right to deny the shutdown at any time due to emergency or unexpected events. 3. All materials and equipment (including emergency equipment) necessary to expedite the tie-in shall be on hand prior to the shutdown of existing services or utilities. 4. It may be necessary to do certain parts of the construction Work outside normal working hours in order to avoid undesirable conditions. The CONTRACTOR PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-6 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 1.8 shall do this Work at such times as specified herein, and at no additional cost to the OWNER. Do not make connections between existing work and new Work until necessary inspection and tests have been completed on the new Work and it is found to conform in all respects to the requirements of the Contract Documents. Construct Work in stages to allow for OWNER'S continuous uninterrupted operation during work activities. Coordinate construction schedule with the OWNER. Be responsible for temporary connections and pay for associated costs required to maintain OWNER'S operations. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of OWNER'S operations. Coordinate proposed Work with the owner before effecting shutdowns. Under no circumstances cease Work at the end of a normal working day if such actions may inadvertently cause a cessation of any facility operating process, in which case, remain onsite until necessary repairs are complete. Do not close lines, open valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after approval of ENGINEER. ADJACENT FACILITIES AND PROPERTIES Examination: 1. Following acceptance of the Notice-to-Proceed, and before Work at site is started, CONTRACTOR, OWNER, and ENGINEER shall make thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which might be damaged by CONTRACTOR’s operations. Periodic reexamination shall be jointly performed. 2. Record observations for signature of ENGINEER and CONTRACTOR. Documentation: 1. | Submit three copies of photographs or other records documenting examination for ENGINEER's signature. ENGINEER will review, sign, and return one record copy of every observation document and photograph to CONTRACTOR to be kept on file in CONTRACTOR’s field office as site records. 2. These observations and photographs are intended for use as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of CONTRACTOR’s operations, and are for protection of adjacent property owners, CONTRACTOR, and OWNER. PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-7 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION 1.9 OWNER FACILITIES A. Operation and Shutdown of Existing Facilities: 1. Continuous operation of OWNER’s facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. 2. Conduct Work outside regular working hours on prior written consent of OWNER to meet Project schedule and avoid undesirable conditions. 3. Do not proceed with Work affecting a facility’s operation without obtaining ENGINEER’s advance approval of the need for and duration of such Work. B. Relocation of Existing Facilities: 1. During construction, it is expected that minor relocations of Work will be necessary. 2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items. 3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified. 4. Perform relocations to minimize downtime of existing facilities. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by ENGINEER. Ns 1.10 PHYSICAL CONDITIONS A. Exercise reasonable care to verify locations of existing subsurface structures and Underground Facilities. B. Thoroughly check immediate and adjacent areas subject to excavation by visual examination (and by electronic metal and pipe detection equipment, as necessary) for indications of subsurface structures and Underground Facilities. C. Make exploratory excavations where existing Underground Facilities or structures may potentially conflict with proposed Underground Facilities or structures. Conduct exploratory excavations in presence of ENGINEER and sufficiently ahead of construction to avoid possible delays to CONTRACTOR’s Work. 1.11 REFERENCE POINTS AND SURVEYS A. Location and elevation of bench marks are shown on Drawings. B. Dimensions for lines and elevations for grades of structures, appurtenances, and utilities are indicated on Drawings, together with other pertinent information required for laying PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-8 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION out Work. If conditions vary from those indicated, notify ENGINEER immediately, who will make minor adjustments required. C. ENGINEER may perform checks to verify accuracy of CONTRACTOR’s layout Work and that completed Work complies with Contract Documents. D. Any existing survey points or other control markers destroyed without proper authorization will be replaced by owner of the survey points or control markers at the CONTRACTOR’s expense. E. CONTRACTOR’s Responsibilities: 1. 3. 10. 11. 12. Provide additional survey and layout as required. Locate and protect reference points prior to starting site preparation. Notify ENGINEER at least 3 working days in advance of time when grade and line to be provided by others will be needed. Check and establish exact location of existing facilities prior to demolition work and any connections thereto. In event of discrepancy in data or staking provided by ENGINEER, request clarification before proceeding with Work. Preserve and leave undisturbed control staking until ENGINEER has completed checks it deems necessary. Re-establish reference points resulting from destruction by CONTRACTOR’s operations. Retain professional land surveyor or civil engineer registered in state of Project who shall perform or supervise engineering surveying necessary for additional construction staking and layout. Maintain complete accurate log of survey Work as it progresses as a Record Document. On request of ENGINEER, submit documentation. Provide competent employee(s), tools, stakes, and other equipment and materials as ENGINEER may require to: Establish control points, lines, and easement boundaries. b Check layout, survey, and measurement Work performed by others. c. Measure quantities for payment purposes. d Assist OWNER’s staff during bypassing or other interruption of normal operation. Cooperate with ENGINEER so that checking and measuring may be accomplished with least interference to CONTRACTOR’s operations. = PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-9 SECTION 01310 Russell Stephenson - Electrical Manhole Rehabilitation PROJECT MANAGEMENT AND COORDINATION © PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SALVAGE OF MATERIALS A. OWNER reserves the right to salvage the following equipment and materials prior to and during demolition. Specific materials to be salvaged include: 1. Five blowers and enclosures. B. Salvage materials for OWNER’s use. 1. | Remove material with extreme care so as not to damage for future use. 2. Promptly remove from Work area salvaged materials. 3. Store materials on site where instructed by OWNER. C. Meet with ENGINEER and OWNER prior to starting to dismantle equipment or piping designated to be salvaged. ENGINEER will indicate locations where equipment is to be disconnected. Unless modified by ENGINEER, CONTRACTOR shall disassemble valves, pipes, and equipment at normal connection points. D. Provide new or repair damaged equipment or material specified or indicated to be salvaged that is damaged during removal. Store equipment as directed. END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01310-10 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 A. 1.2 SUMMARY This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: CONTRACTOR's Construction Schedule. Submittals Schedule. Daily construction reports. Field condition reports. AYN See Division | Section "Payment Procedures" for submitting the Schedule of Values. See Division 1 Section "Photographic Documentation" for submitting construction photographs. DEFINITIONS Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times. 2. Predecessor Activity: An activity that precedes another activity in the network. * 3. Successor Activity: An activity that follows another activity in the network. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. Float: The measure of leeway in starting and completing an activity. |. Float time belongs to OWNER. CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-1 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION @ E. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail. F. Major Area: A story of construction, a separate building, or a similar significant construction element. 1.3 SUBMITTALS A. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a tabular format: Scheduled date for first submittal. Specification Section number and title. Submittal category (action or informational). Name of subcontractor. Description of the Work covered. Scheduled date for ENGINEER's final release or approval. AARWN = B. Preliminary Network Diagram: Submit 3 opaque copies, large enough to show entire network for entire construction period. Show logic ties for activities. C. CONTRACTOR's Construction Schedule: Submit 3 opaque copies of initial schedule, @ large enough to show entire schedule for entire construction period. 1. Submit an electronic copy of schedule, using software indicated, on CD-R, and labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated) and date on label. D. CPM Reports: Concurrent with CPM schedule, submit 3 copies of each of the following computer-generated reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days. 1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known. 2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known. 3. Total Float Report: List of all activities sorted in ascending order of total float. E. Daily Construction Reports: Submit 3 copies at monthly intervals. F. Field Condition Reports: Submit 3 copies at time of discovery of differing conditions. CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-2 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION 1.4 A. COORDINATION Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. Coordinate CONTRACTOR's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART 2 - PRODUCTS 2.1 A. 2.2 SUBMITTALS SCHEDULE Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and CONTRACTOR's Construction Schedule. 2. Submit concurrently with the first complete submittal of CONTRACTOR's Construction Schedule. CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL Time Frame: Extend schedule from date established for Notice to Proceed to date of Final Completion. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Activity Duration: Define activities so no activity is longer than 10 days, unless specifically allowed by ENGINEER. 2. Submittal Review Time: Include review and resubmittal times indicated in Division | Section "Submittal Procedures" in schedule. Coordinate submittal review times in CONTRACTOR's Construction Schedule with Submittals Schedule. CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-3 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION © 3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for ENGINEER's administrative procedures necessary for certification of Substantial Completion. C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work under More Than One Contract: Include a separate activity for each contract. 3. | Work by OWNER: Include a separate activity for each portion of the Work performed by OWNER. 4. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. c. Completion of demolition before Substantial Completion. d. _—_ Use of premises restrictions. e. Seasonal variations. f. Environmental control. @ 5. Work Stages: Indicate important stages of construction for each major portion of the Work. 6. Other Constraints: D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion, and the following interim milestones: Mobilization of major equipment to be used for demolition Demolition of each major structure Demolition of underground utilities Site Restoration bh WN me E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule. 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE) A. General: Prepare network diagrams using AON (activity-on-node) format. B. Preliminary Network Diagram: Submit diagram within 14 days of date established for @ the Notice to Proceed. Outline significant construction activities for the first 120 days CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-4 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities. C. CPM Schedule: Prepare CONTRACTOR's Construction Schedule using Microsoft Project, computerized resource-loaded, time-scaled CPM network analysis diagram for the Work. 1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than 14 days after date established for the Notice to Proceed. a. Failure to include any work item required for performance of this Contract shall not excuse CONTRACTOR from completing all work within applicable completion dates, regardless of ENGINEER's approval of the schedule. 2. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates. Use "one workday" as the unit of time. Include list of nonworking days and holidays incorporated into the schedule. Go D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary network diagram, prepare a skeleton network to identify probable critical paths. 1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities: Preparation and processing of submittals. Mobilization and demobilization of major equipment used for demolition. Demolition of each major facility. Demolition of different components and materials, ie., concrete walls, slabs, electrical, controls, pumps, etc.. e. | Work by OWNER that may affect or be affected by CONTRACTOR's activities. f. Finish Grading and Seeding. g. Punch List/Project Closeout ao op 2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates. 3. Processing: Process data to produce output data on a computer-drawn, time- scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time. CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-5 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION © 4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges. a. Subnetworks on separate sheets are permissible for activities clearly off the critical path. E. Initial Issue of Schedule: Prepare initial network diagram from a list of straight "early start-total float" sort. Identify critical activities. Prepare tabulated reports showing the following: 1. CONTRACTOR or subcontractor and the Work or activity. 2. Description of activity. 3. Principal events of activity. 4. Immediate preceding and succeeding activities. 5. Early and late start dates. 6. Early and late finish dates. 7. Activity duration in workdays. 8. Total float or slack time. 9. Average size of workforce. F. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following: Identification of activities that have changed. Changes in early and late start dates. Changes in early and late finish dates. Changes in activity durations in workdays. Changes in the critical path. Changes in total float or slack time. Changes in the Contract Time. TAY PWN 2.4 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: List of subcontractors at Project site. Equipment at Project site. Material deliveries. High and low temperatures and general weather conditions. Accidents. Stoppages, delays, shortages, and losses. Meter readings and similar recordings. Orders and requests of authorities having jurisdiction. Services connected and disconnected. 0. Equipment or system tests and startups. SPP NAM PWN CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-6 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. PART 3 - EXECUTION CONTRACTOR'S CONSTRUCTION SCHEDULE od oy A. CONTRACTOR's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule to ENGINEER OWNER, separate contractors, testing and inspecting agencies, and other parties identified by CONTRACTOR with a need-to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-7 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION [This page left out intentionally] CONSTRUCTION PROGRESS DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01320-8 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION SECTION 01322 - PHOTOGRAPHIC DOCUMENTATION PART 1 - GENERAL 1.1 A. 1.2 SUMMARY This Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. 2. Periodic construction photographs. See Division 1 Section "Closeout Procedures" for submitting digital media as Project Record Documents at Project closeout. See Division 1 Section "Demonstration and Training" for submitting videotapes of demonstration of equipment and training of OWNER's personnel. SUBMITTALS Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction. Include same label information as corresponding set of photographs. Digital Images: Submit digital image electronic files of each view within 14 days of taking the images. 1. Identification: provide an applied label with the following information: Name of Project and Project Number. Name and address of photographer. Name of ENGINEER. Name of CONTRACTOR. Date photograph was taken if not date stamped by camera. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. g. | Unique sequential identifier. moaoge 2. Submit a complete set of digital image electronic files with each submittal of prints as a Project Record Document on CD-ROM. Identify electronic media PHOTOGRAPHIC DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01322-1 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION 1.3 A. 1.4 A. with date photographs were taken. Submit images that have same aspect ratio as the sensor, uncropped. QUALITY ASSURANCE Photographer Qualifications: An individual who has a minimum of five years experience in photographing construction projects. USAGE RIGHTS If required, obtain and transfer copyright usage rights from photographer to OWNER for unlimited reproduction of photographic documentation. PART 2 - PRODUCTS 2.1 A. PHOTOGRAPHIC MEDIA Digital Images: Provide images in uncompressed TIFF format, produced by a digital camera with minimum sensor size of 7.0 megapixels, and at an image resolution of not less than 1024 by 768 pixels. PART 3 - EXECUTION 3.1 A. CONSTRUCTION PHOTOGRAPHS Photographer: Engage a qualified photographer to take construction photographs. Preferably, the Project Manager or Project Superintendent. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. 1. | Maintain key plan with each set of construction photographs that identifies each photographic location. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software. 1. Date and Time: Include date and time in filename for each image. PHOTOGRAPHIC DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01322-2 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION 2. Field Office Images: Maintain one set of images on CD-ROM in the field office at Project site, available at all times for reference. Identify images same as for those submitted to ENGINEER. D. Preconstruction Photographs: Before commencement of excavation, commencement of demolition, or starting construction, take color, digital photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by ENGINEER. 1. Flag excavation areas before taking construction photographs. Take at least 25 photographs to show existing conditions adjacent to property before starting the Work. 3. Take at least 25 photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of construction. E. Periodic Construction Photographs: Take 25 color, digital photographs monthly, coinciding with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. F. Additional Photographs: ENGINEER may issue requests for additional photographs, in addition to periodic photographs specified. Additional photographs will be paid for by Change Order and are not included in the Contract Sum. 1. Three days' notice will be given, where feasible. 2. Inemergency situations, take additional photographs within 24 hours of request. 3. Circumstances that could require additional photographs include, but are not limited to, the following: a. Special events planned at Project site. b. Immediate follow-up when on-site events result in construction damage or losses. c. Photographs to be taken at fabrication locations away from Project site. These photographs are not subject to unit prices or unit-cost allowances. Substantial Completion of a major phase or component of the Work. Extra record photographs at time of final acceptance. f. OWNER's request for special publicity photographs. 9 Pe END OF SECTION 01322 PHOTOGRAPHIC DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01322-3 SECTION 01322 PHOTOGRAPHIC DOCUMENTATION [THIS PAGE INTENTIONALLY LEFT BLANK] PHOTOGRAPHIC DOCUMENTATION OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01322-4 SECTION 01324 CONTRACTOR SAFETY PLAN SECTION 01324 - CONTRACTOR SAFETY PLAN PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. This Section specifies administrative and procedural requirements for a Safety Plan prepared by the Contractor for this Project. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Applicable provisions of Bidding Requirements, Contract Requirements and other Division | sections. 1.03 CONTRACTOR’S SAFETY REPRESENTATIVE A. The contractor shall assign a qualified Safety Representative to the contract on a full- time basis. The Contractor’s Safety Representative shall have no duties other than to administer the contractor’s safety plan. The minimum qualifications of the Contractor’s Safety Representative are: Standards in the construction Industry, for which graduates receive an OSHA Construction Safety and Health 30-hour completion card. 1.04 SAFETY PLAN A. The City’s Neighborhood Transformation Initiative Project Safety Manual is incorporated by reference and is to be considered part of the contract documents. The requirements set forth in this section and in the NTI Project Safety Manual are considered the minimum safety requirements for this project. The Contractor's Safety Plan shall address these requirements and any other requirements of OSHA 29CFR1910 and 29CFR1926 _ that are applicable to the contractor's scope of work. B. The contractor shall submit a site-specific Safety Plan to the Project Manager for review. The Project Manager will secure the necessary City concurrences for approval. On site work shall not proceed until the safety plan is approved by the County. C. The site-specific Safety Plan shall conform to all applicable Federal, State and County safety regulations and requirements. The plan must, at a minimum, meet the following requirements: CONTRACTOR SAFETY PLAN OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-1 SECTION 01324 CONTRACTOR SAFETY PLAN 1. Contain the contractor’s name, address, submission date, and reference to the specific contract for which the site-specific Safety Plan applies. 2. Contain a complete list of contractor and jobsite contact personnel, including emergency contacts and office, home and cell phone numbers. 3. Include the name, qualifications, background and duties of the contractors’ Safety Representative. 4. Define the safety responsibilities of the project superintendent, foremen and employees. 5. Comply with safety requirements contained herein and elsewhere in the Project Manual. 6. Comply with all applicable OSHA Regulations, which at a minimum include the following: a. OSHA Subpart T 1926.850 Preparatory operations 1926.852 Chutes 1926.853 Removal of material through floor openings 1926.854 Removal of walls, masonry sections and chimneys 1926.855 Manual removal of floors 1926.856 Walls, floors and material with equipment 1926.857 Storage 1926.858 Removal of steel construction 1926.859 Mechanical demolition b. OSHA Subparts C,E,F,G,H,I,J,K,L,M,N,O,P,X (as applicable) 1926 Subpart C Housekeeping 1926 Subpart E Personal protective equipment 1926 Subpart F Fire Protection and Prevention 1926 Subpart G Barricades 1926 Subpart H Material Handling 1926 Subpart I Hand/Power Tools 1926 Subpart J Welding and cutting 1926 Subpart K Electrical Safety 1926 Subpart L Scaffolds 1926 Subpart M Fall Protection 1926 Subpart O Vehicle Safety 1926 Subpart P Trenching and excavations 1926 Subpart X Ladders/Stairways CONTRACTOR SAFETY PLAN OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-2 SECTION 01324 CONTRACTOR SAFETY PLAN 1926.52 Occupational noise 1926.62 Lead/Asbestos 1926.101 Hearing protection 1926.103 Respiratory protection 1926.109 Recordkeeping 1910.146 Confined spaces Note: This prior list of regulations represents the major areas of concern and is in no way meant to imply that compliance with other sections of 29CFR1910 and 29CFR1926 are not required. 7. Provide employee-screening procedures including policy for drug testing. 8. Provide the content of the safety orientation and hazard awareness training to be given by the contractor to all new workers at the project site. Define records to be kept to substantiate each worker’s satisfactory completion of the training and a procedure to identify these personnel on the job (e.g., sticker on hard hat). 9, Commit to a risk management program to review and evaluate tasks for potential hazards; a plan to mitigate these hazards and timely coordination and training of work crews in applicable safety procedures. 10. Provide a list of hazardous materials to be used on site and corresponding Material Safety Data Sheets. 11. Provide lockout-tag out precautions to deal with potential live power and utility lines. 12. Include a description of personal protective dress and equipment mandatory for use at the construction site as well as for special tasks. 13. Describe the respiratory protection program. This should include selection of equipment, fit testing, training in equipment use and familiarization with symptomatic warnings. 14. Provide a program for safety record maintenance. Submit sample copies of report and record forms to the project manager. These should include training logs, accident and injury reports, first aid logs, daily/weekly safety inspection checklists, safety coordination meeting minutes, and corrective and disciplinary actions. (Note: A “Wrap-Up” insurance program has been purchased by the City to cover Workmen’s CONTRACTOR SAFETY PLAN OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-3 SECTION 01324 CONTRACTOR SAFETY PLAN r Compensation, General Liability, and Pollution Liability. Records and reports must be adequate to cover potential claims.) 15. Define essentials of the fall protection program at the job site. 16. Detail safety procedures for confined space permitting, monitoring, entry and emergency extrication. 17. Describe procedures for job site security, barricades, fencing warning signs, etc. to restrict site access and provide for public safety. 18. Prescribe procedures for hot-work/fire protection including permitting, shielding, fire watch, fire extinguisher placement. 19. Include an emergency communication and response plan for security, fire and rescue. Outside emergency response resources and medical service providers shall be listed. Emergency response drills should also be prescribed. 20. Include a plan to ensure adequate ventilation, dust control, sanitation and safe drinking water. 21. Prescribe site storage requirements for hazardous and flammable materials. © 22. Include housekeeping and debris removal procedures. 23. Contain a copy of the contractor’s substance abuse policy. 24. Contain a copy of the contractor’s Tool Box Talk program. 25. Contain a copy of the contractor’s NTI Jobsite Orientation Program for its employees. 26. Contain copies of all safety training documentation for the Contractor’s Safety Representative and other employees assigned to the work, such as OSHA 10 hour, OSHA 510 (30 hour), OSHA 500, CPR/First Aid, etc. 1.05 COORDINATION A. The Contractor shall coordinate its Safety Plan to include all trades, sub-contracts and utilities. The Contractor shall ensure that all subcontractors are familiar with and abide by the Safety Plan. 1.06 UPDATING @ CONTRACTOR SAFETY PLAN OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-4 SECTION 01324 CONTRACTOR SAFETY PLAN A. Updating of the final Safety Plan shall be required periodically as the work of this @ Contract progresses. Include major changes in Plan, and activities modified since previous updating. 1.07 DISTRIBUTION A. Distribute copies of the Safety Plan to: 1. Project Manager. 2. Subcontractors. 3. Other Concerned Parties (surety, insurance, etc.). 4. Instruct recipients to report any inability to comply, and provide detailed explanation, with suggested remedies. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION CONTRACTOR SAFETY PLAN @ OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-5 SECTION 01324 CONTRACTOR SAFETY PLAN [This page left out intentionally] ® CONTRACTOR SAFETY PLAN OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01324-6 SECTION 01330 SUBMITTALS SECTION 01330 - SUBMITTALS PART 1 - GENERAL 1.01 DESCRIPTION A. Submittals are required prior to, during, and at the end of the installation period. The submittals shall conform to the requirements described in this Section and all referenced Sections or Articles. 1.02 PROCEDURE A. Submit the following items within ten days after the Contract is executed. 1. Shop Drawings, Product Data and Samples: Submit Shop Drawings, product data and samples in accordance with Section 01332, Shop Drawing Procedures, and as required in applicable Sections of the Contract Documents. 2. Request for Information: Submit a Request for Information (RFI), when any of the following are required: an interpretation of the Specifications; additional details; information not shown on the Drawings or in the Specifications; or clarification of discrepancies is required. Manufacturer shall retain one copy and submit one copy to the ENGINEER for response. B. Submittal At Final Completion: Submit the following items in the proper form as a condition of Final Acceptance of the Work: 1. Guarantees, Warranties, and Bonds: Submit as listed in various Sections of the Specifications. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 01330 SUBMITTALS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01330-1 SECTION 01330 SUBMITTALS [This page left out intentionally] | SUBMITTALS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01330-2 SECTION 01332 SHOP DRAWING PROCEDURES SECTION 01332 - SHOP DRAWING PROCEDURES PART 1 - GENERAL 1.1 A. DESCRIPTION The submittal of Shop Drawings shall conform to requirements of General Conditions and procedures described in this Section. A separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. The term “Shop Drawings” as used herein shall be understood to include detailed design calculations, fabrication and installation drawings, lists, graphs, test data, operating instructions, and other items which shall include, but are not necessarily limited to: 1. Drawings and catalog information and cuts for shoring. 2. Applicable certifications. 3. Anchor bolt templates, mounting instructions, and mounting design calculations as required. 4. Note, highlight, and explain proposed changes to the Contract Documents. 5. Drawings showing CONTRACTOR field verifications illustrating all field dimensions. CONTRACTOR shall field verify all dimensions and existing materials shown on the Drawings. Any modifications required shall be at CONTRACTOR’S expense. Preliminary Submittal Schedule: CONTRACTOR, within ten days after the Notice to Proceed, shall prepare and submit to the ENGINEER a Preliminary Submittal Schedule. CONTRACTOR shall identify on his Preliminary Submittal Schedule all of the submittal items required by the Contract Documents governing the Work. Submittal Schedule. CONTRACTOR, within twenty-one (21) days after the Notice to Proceed, shall prepare and submit to the ENGINEER a comprehensive Submittal Schedule. CONTRACTOR shall identify on his Submittal Schedule all of the submittal items required by the Contract Documents governing his Work. CONTRACTOR shall indicate, for each submittal item on his Submittal Schedule the following: 1. The date by which that item will be submitted to the ENGINEER. Whether the submittal is for a substitute or “equal” item. Complete submittal for all substitute or “equal” items shall be made to the ENGINEER, in accordance with the Contract requirements. Identification by CONTRACTOR of substitute or “equal” items does not relieve CONTRACTOR of their responsibility to furnish equipment and materials that meet all the requirements of the Contract Documents. Items of SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-1 SECTION 01332 SHOP DRAWING PROCEDURES 1.2 manufacturers’ equipment listed with CONTRACTOR’S Bid Proposal shall not be replaced with any substitute or “equal” items as part of this Submittal Schedule process. Procedure for substitutions is specified under the General Conditions. 3. Whether the submittal is for review or “for record only." 4. The date by which response is required. 5. The date by which the material or equipment must be on Site in order not to delay the progress of the Work. Note: Equipment in this section refers to machinery necessary for demolition, i.€., pavement breakers, crushers, etc. In preparing his Submittal Schedule. CONTRACTOR shall consider the nature and complexity of each submittal item and shall allow ample time for review, revision or correction. Submittal will normally be returned to CONTRACTOR within ten calendar days following receipt of the submittal. Complex submittals, for example, Instrumentation and Control Systems, Variable Frequency Drives and other such submittals may require additional review time. CONTRACTOR shall identify submittals for which he anticipates long review periods. The ENGINEER will review CONTRACTOR’S Submittal Schedule to determine its completeness and compatibility with the Progress Schedule. A Submittal Schedule which is incompatible with the Progress Schedule or a review schedule which places extraordinary manpower demands on the ENGINEER will be sufficient reason(s) to reject the Submittal Schedule. It shall be understood that certain submittals will take longer than ten days to review and that these particular submittals will be identified during the review of the Submittal Schedule, by the ENGINEER to allow for very complex submittal reviews. CONTRACTOR shall also identify submittal for which he anticipates long review periods. CONTRACTOR’S Submittal Schedule shall be consistent with the Progress Schedule as described in Section 01320, Progress Schedule. Approval of the Submittal Schedule shall be required prior to processing of the first progress payment. CONTRACTOR shall submit Shop Drawings for early deliverables items at the Pre-construction Conference. These include, but are not limited to the following: 1. None. PROCEDURE Submit Shop Drawings to ENGINEER. SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-2 SECTION 01332 SHOP DRAWING PROCEDURES 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. All letters of transmittal shall be submitted in duplicate. At the beginning of each letter of transmittal, provide a reference heading indicating the following: 1. OWNER’S Name: 2. Project Name: 3. Contract No.: 4. Transmittal No.: 5. Section No.: If a Shop Drawing deviates from the requirements of the Contract Documents, CONTRACTOR shall specifically note each variation in his letter of transmittal. All Shop Drawings submitted for approval shall have a title block with complete identifying information satisfactory to ENGINEER. All Shop Drawings submitted shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed and verified to the completeness of the submittal by CONTRACTOR. Submittal without this stamp of approval will not be reviewed by ENGINEER and will be returned to CONTRACTOR. CONTRACTOR’S stamp shall contain the following minimum information: Project Name: CONTRACTOR’S Name: Date: Reference Item: Specifications: Section: Page No.: Page No.: SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-3 SECTION 01332 SHOP DRAWING PROCEDURES Drawing No.: of Location: Submittal No.: Approved By: H. CONTRACTOR shall utilize the submittal identification numbering system as follows: 1. The Submittal Number shall be a separate and unique number correlating to each individual submittal that is required to be tracked as a separate and unique item. The Submittal Number shall be a two parts, eight character, alpha/numeric number assigned by CONTRACTOR in the following manner: a. The first part of the Submittal Number shall consist of five characters that pertain to the applicable Specification Section number. b. The second part of the Submittal Number shall consist of three digits (numbers 001 to 999) to number each separate and unique submittal submitted under each Specification Section. c. A dash shall separate the two parts of the Submittal Number. d. A typical Submittal Number for the third Working Drawing submitted under Section 03300, Concrete, would be 03300-003. 2. The Review Cycle shall be a three-digit number indicating the initial submission or resubmission of the same submittal. For example: 001 = First (initial) submission. 002 = Second submission (first resubmission). 003 = Third submission (second resubmission). An example of the typical submittal identification numbers for the first submission of the third submittal submitted under Section 03300, Concrete is: tao Submittal Number Review Cycle 03300-001 001 An example of the typical submittal identification numbers for the second submission of the third submittal submitted under Section 03300, Concrete is: Submittal Number Review Cycle 03300-002 002 I. CONTRACTOR shall initially submit to ENGINEER a minimum of five copies of all submittals that are on 11-inch by 17-inch or smaller sheets, and one SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-4 SECTION 01332 SHOP DRAWING PROCEDURES unfolded reproducible and three prints made from that reproducible for all submittal on sheets larger than 11-inch by 17-inch. J. After ENGINEER completes his review, Shop Drawings will be affixed with a stamp and marked with one of the following notations: Approved. Approved as Corrected. Approved as Corrected, Resubmit. Revise and Resubmit. Not Approved. Not Reviewed. For Information Only. IAN PRYNS K. Ifa submittal is acceptable, it will be marked “Approved” or “Approved as Corrected." Three prints or copies of the submittal will be returned to CONTRACTOR. L. 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. M. Ifa Shop Drawing marked “Approved as Corrected” has extensive corrections or corrections affecting other Shop Drawings or Work, ENGINEER may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes. Such Shop Drawings will have the notation, “Approved as Corrected - Resubmit.” The corrected Shop Drawing shall be a pre-condition for payment for the work item of the Shop Drawing. N. Ifa submittal is unacceptable, two copies will be returned to CONTRACTOR with one of the following notations: 1. “Revise and Resubmit." 2. “Not Approved." O. Upon return ofa submittal marked “Revise and Resubmit”, CONTRACTOR shail 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, CONTRACTOR shall repeat the initial approval procedure utilizing acceptable material or equipment. P. Shop Drawings shall be submitted 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 Work, materials or equipment that are fabricated, delivered or installed 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. SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-5 SECTION 01332 SHOP DRAWING PROCEDURES Q. ENGINEER will review and process all submittals promptly; a reasonable time shall be allowed for this, for the Shop Drawings being revised and resubmitted, and for time required to return the approved Shop Drawings to CONTRACTOR. It is CONTRACTOR’S responsibility to review submittals made by his suppliers and subcontractors before transmitting them to the ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with CONTRACTOR’S desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract Documents. Incomplete or inadequate submittals will be returned for revision without review. CONTRACTOR shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within two submittals. OWNER reserves the right to backcharge CONTRACTOR, for ENGINEER’S costs for resubmittals that account for a number greater than 20 percent of the total number of first time submittals. OWNER reserves the right to backcharge CONTRACTOR for all third submittals. The number of first time submittals shall be equal to the number of submittals agreed to by ENGINEER and CONTRACTOR in accordance with Section 01330.1.2.A.2. All costs to ENGINEER involved with subsequent submittal of Shop Drawings, Samples or other items requiring approval will be backcharged to CONTRACTOR at the rate of 3.0 times direct technical labor cost by deducting such costs from payments due CONTRACTOR for Work completed. In the event that CONTRACTOR requests a substitution for a previously approved item, all of ENGINEER’S costs in the reviewing and approval of the substitution will be backcharged to CONTRACTOR, unless the need for such substitution is beyond the control of CONTRACTOR. Mark each page of a submittal and each individual component submitted with the specification number, paragraph, and subparagraph. Arrange submittal information presentation to appear in the sequence in the Specification Section. Additional Requirements for Multi-Contract Projects: 1. CONTRACTOR shall expedite the submittal of Shop Drawings to ENGINEER that cover Work that may affect or be affected by the work of other related contractors. 2. Simultaneously with the submittal of each Shop Drawing to ENGINEER, one copy of each drawing shall be sent by CONTRACTOR to each of the affected related contractors, with a letter advising that the Shop Drawings are being submitted to ENGINEER. A copy of such letter shall be forwarded to ENGINEER with the Shop Drawing submittal. 3. Upon receipt of Shop Drawings from another contractor, CONTRACTOR shall examine them as to their effect upon his Work. Within five working SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-6 SECTION 01332 SHOP DRAWING PROCEDURES days of receipt of these Shop Drawings, CONTRACTOR shall notify ENGINEER in writing, of any interferences, objections, or questions. If interferences, objections or questions are reported within the time specified, ENGINEER will direct CONTRACTOR, related contractors, or both, as applicable, to properly provide for the correction of such interferences or objections and to provide answers to questions raised to obtain a satisfactory installation. If no interferences, objections or questions are reported within the time specified, ENGINEER will assume that none exist and will review the submitted Shop Drawings as specified herein. If a CONTRACTOR fails to report interferences or objections within the time specified, he will be required, at no additional cost to OWNER, to do all cutting, restoring or relocating that may result from interference or inconsistency with approved Work. After a Shop Drawing is approved, ENGINEER will distribute one copy to each of the affected related contractors. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 1332 SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-7 SECTION 01332 SHOP DRAWING PROCEDURES [THIS PAGE INTENTIONALLY LEFT BLANK] SHOP DRAWING PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01332-8 SECTION 01400 QUALITY REQUIREMENTS SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 A. 1.2 SUMMARY This Section includes administrative and procedural requirements for quality assurance and quality control. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve CONTRACTOR of responsibility for compliance with the Contract Document requirements. 1. Specified tests, inspections, and related actions do not limit CONTRACTOR's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements. 2. Requirements for CONTRACTOR to provide quality-assurance and -control services required by ENGINEER, OWNER, or authorities having jurisdiction are - not limited by provisions of this Section. See Divisions 2 through 16 Sections for specific test and inspection requirements. DEFINITIONS Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by ENGINEER. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. Installer/Applicator/Erector: CONTRACTOR or another entity engaged by CONTRACTOR as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-1 SECTION 01400 QUALITY REQUIREMENTS 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name. F. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.3 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to ENGINEER for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to ENGINEER for a decision before proceeding. 1.4 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. B. Reports: Prepare and submit certified written reports that include the following: Date of issue. Project title and number. Name, address, and telephone number of testing agency. Dates and locations of samples and tests or inspections. Names of individuals making tests and inspections. Description of the Work and test and inspection method. Identification of product and Specification Section. Complete test or inspection data. Test and inspection results and an interpretation of test results. 0. Record of temperature and weather conditions at time of sample taking and testing and inspecting. a PPFNANAYS YN QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-2 SECTION 01400 QUALITY REQUIREMENTS 1.5 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. Permits, Licenses, and Certificates: For OWNER's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. QUALITY ASSURANCE General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance... Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and regulations governing the Work. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-3 SECTION 01400 QUALITY REQUIREMENTS individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. 1.6 QUALITY CONTROL A. OWNER Responsibilities: Where quality-control services are indicated as OWNER's responsibility, OWNER will engage a qualified testing agency to perform these services. 1. OWNER will furnish CONTRACTOR with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to CONTRACTOR, and the Contract Sum will be adjusted by Change Order. B. Tests and inspections not explicitly assigned to OWNER are CONTRACTOR's responsibility. Unless otherwise indicated, provide quality-control services specified © and those required by authorities having jurisdiction. Perform quality-control services required of CONTRACTOR by authorities having jurisdiction, whether specified or not. 1. | Where services are indicated as CONTRACTOR's responsibility, engage a qualified testing agency to perform these quality-control services. a. CONTRACTOR shall not employ same entity engaged by OWNER, unless agreed to in writing by OWNER. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality-control services are indicated as CONTRACTOR's responsibility, submit a certified written report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by CONTRACTOR and not required by the Contract Documents are CONTRACTOR's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. _Retesting/Reinspecting: Regardless of whether original tests or inspections were CONTRACTOR's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-4 SECTION 01400 QUALITY REQUIREMENTS D. Testing Agency Responsibilities: Cooperate with ENGINEER and CONTRACTOR in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify ENGINEER and CONTRACTOR promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through CONTRACTOR. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of CONTRACTOR. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. 2. 3. sn Access to the Work. Incidental labor and facilities necessary to facilitate tests and inspections. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. Facilities for storage and field curing of test samples. Delivery of samples to testing agencies. Preliminary design mix proposed for use for material mixes that require control by testing agency. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. | Schedule times for tests, inspections, obtaining samples, and similar activities. QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-5 SECTION 01400 QUALITY REQUIREMENTS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for Division! Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are CONTRACTOR's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 QUALITY REQUIREMENTS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01400-6 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART | - GENERAL 1.1 A. 1.2 1.3 1.4 SUMMARY This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. See Division | Section "Execution Requirements" for progress cleaning requirements. See Divisions 2 through 16 Sections for, dust and noise control, and humidity requirements for products in those Sections. DEFINITIONS Permanent Enclosure: As determined by ENGINEER, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. USE CHARGES General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, OWNER's construction forces, ENGINEER, occupants of Project, testing agencies, and authorities having jurisdiction. Water Service: Water from OWNER's existing water system is available for use with metering and with payment of use charges. Provide connections and extensions of services as required for construction operations. Electric Power Service: Provide connections and extensions of services as required for construction operations at no expense to the OWNER. SUBMITTALS Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. Administrative Submittals: Copies of permits and approvals for construction as required by Laws and Regulations and governing agencies. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-1 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS @ C. Shop Drawings: 1. Temporary Utility Submittals: Dewatering well locations, if required. 2 Temporary Construction Submittals: a. Access Roads: Routes, cross-sections, and drainage facilities. b. Parking area plans c. CONTRACTOR’s field office, storage yard, and storage building plans, including gravel surfaced areas. d. _ Fencing and protective barrier locations and details. e. Staging area location plan. f. Traffic Control and Routing Plans: As specified herein, and proposed revisions thereto. Temporary Control Submittals: a. Noise control plan. b Dust control plan. c. Plan for disposal of waste materials and intended haul routes. d Seismic control plan (by others). 1.5 MOBILIZATION A. Mobilization shall include, but not be limited to, these principal items: @ 1. Obtaining required permits. 2. Moving CONTRACTOR’s field office and equipment required for first month operations onto site. 3. Installing temporary construction power, wiring, and lighting facilities. 4. Providing onsite communication facilities, including telephones. 5. Providing onsite sanitary facilities and potable water facilities as specified and as required by Laws and Regulations, and governing agencies. 6. Arranging for the erection of CONTRACTOR’s work and storage yard. 7. Posting OSHA required notices and establishing safety programs and procedures. 8. Having the CONTRACTOR’s superintendent at site. B. Use area designated for CONTRACTOR’s temporary facilities as shown on Drawings. 1.6 CONTRACTOR’S USE OF PREMISES A. Lands furnished by OWNER upon which CONTRACTOR shall perform the Work are as shown in the Contract Documents. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-2 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 1.7 A. 1.8 1.9 PERMITS Permits, Licenses, or Approvals: Coordinate with the OWNER’s representative to obtain the necessary permits in accordance with the General Conditions and as otherwise may be provided in the Supplementary Conditions and retain onsite. QUALITY ASSURANCE Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. PROJECT CONDITIONS Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before OWNER's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 A. 2.2 TEMPORARY FACILITIES Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. EQUIPMENT Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. Heating Equipment: Unless OWNER authorizes use of permanent heating system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-3 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 2.3 A. PART 3 3.1 3.2 PROJECT SIGN Refer to Project Sign Detail on Drawings. - EXECUTION INSTALLATION, GENERAL Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. TEMPORARY UTILITY INSTALLATION General: Install temporary service or connect to existing service. 1. Arrange with OWNER for time when service can be interrupted, if necessary, to make connections for temporary services. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. 1. | Connect temporary sewers to municipal system as directed by ENGINEER. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction. Water Service: Use of OWNER's existing water service facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to OWNER. At Substantial Completion, restore these facilities to condition existing before initial use. 1. Where installations below an outlet might be damaged by spillage or leakage, provide a drip pan of suitable size to minimize water damage. Drain accumulated water promptly from pans. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 1. Toilets: Use of OWNER's existing toilet facilities will not be permitted. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-4 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS F. 3.3 Electric Power Service: Use of OWNER's existing electric power service will be permitted, as long as equipment is maintained in a condition acceptable to OWNER. Cost of electrical power used in performance and acceptance testing will be borne by the OWNER. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. 1. | Connect temporary service to OWNER's existing power source, as directed by OWNER. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and_ traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Pay all cost of installation and monthly bills. 1. No incoming calls allowed to OWNER’s plant telephone system. 2. Provide superintendent with cellular telephone and portable two-way Nextel radio for use when away from field office. Electronic Communication Service: Provide temporary electronic communication service, including electronic mail in field office. SUPPORT FACILITIES INSTALLATION General: Comply with the following: 1. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet of building lines. Comply with NFPA 241. 2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to OWNER. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas within construction limits indicated on Drawings. 1. Provide dust-control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas in TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-5 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 6 same location as permanent roads and paved areas. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations. 1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Division 2 Section "Earthwork." 3. Recondition base after temporary use, including removing contaminated material, regrading, proofrolling, compacting, and testing. 4. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before Substantial Completion. Repair hot-mix asphalt base-course pavement before installation of final course according to Division 2 Section "Hot- Mix Asphalt Paving." D. _ Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire-fighting equipment and access to fire hydrants. E. Parking: Provide temporary parking areas for construction personnel. F. Dewatering Facilities and Drains: Comply with requirements of authorities having © jurisdiction. Maintain Project site, excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities. 2. Remove snow and ice as required to minimize accumulations. G. Project Identification and Temporary Signs: Provide Project identification and other signs as indicated in Contract Documents. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted. 1. Provide temporary, directional signs for construction personnel and visitors. 2. Maintain and touchup signs so they are legible at all times. H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with Division | Section "Execution Requirements" for progress cleaning requirements. I. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. @ 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-6 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 3.4 A. H. SECURITY AND PROTECTION FACILITIES INSTALLATION Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to adjacent properties and walkways, according to requirements of authorities having jurisdiction. Stormwater Control: Comply with authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 1. Prohibit smoking in hazardous fire-exposure areas. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. Protection of Work and Property — General: TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-7 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 1. Maintain in continuous service all existing oil and gas pipelines, underground power, telephone or communication cable, water mains, irrigation lines, sewers, poles and overhead power, and all other utilities encountered along the line of work, unless other arrangements satisfactory to owners of said utilities have been made. 2. Where completion of Work requires temporary or permanent removal and/or relocation of an existing utility, coordinate all activities with Owner of said utility and perform all work to their satisfaction. 3. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground utility construction uncovered or otherwise affected by construction operations. 4. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 5. In areas where the CONTRACTOR’s operations are adjacent to or near a utility such as gas, telephone, television, electric power, water, sewer, or irrigation system and such operations may cause damage or inconvenience, suspend operations until arrangements necessary for protection thereof have been made by the CONTRACTOR. 6. Notify property owners and utility offices which may be affected by the © construction operation at least 2 days in advance. a. Before exposing a utility, obtain utility owner’s permission. Should service of utility be interrupted due to the CONTRACTOR’s operation, notify proper authority immediately. Cooperate with said authority in restoring service as promptly as possible and bear costs incurred. 7. Do not impair operation of existing sewer systems. Prevent construction material, pavement, concrete, earth, volatile and corrosive wastes, and other debris from entering sewers, pump stations, or other sewer structures. Maintain original site drainage wherever possible. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-8 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 3.6 A. TEMPORARY CONTROLS Air Pollution Control: ine . Minimize air pollution from construction operations. Burning of waste materials, rubbish, or other debris will not be permitted on or adjacent to the site. Conduct operations of dumping rock and of carrying rock away in trucks to cause a minimum of dust. Give unpaved streets, roads, detours, or haul roads used in the construction area a dust-preventive treatment or periodically water to prevent dust. Strictly adhere to applicable environmental regulations for dust prevention. Provide and maintain temporary dust-tight partitions, bulkheads, or other protective devices during construction to permit normal operation of existing facilities. Construct partitions of plywood, insulating board, plastic sheets, or similar material. Construct partitions in such a manner that dust and dirt from demolition and cutting will not enter other parts of existing building or facilities. Remove temporary partitions as soon as the need no longer exists. Noise Control: Provide acoustical barriers so noise emanating from tools or equipment will not exceed legal noise levels. Noise Control! Plans: Proposed plan to mitigate construction noise impacts and to comply with noise control ordinances including method of construction, equipment to be used, and acoustical treatments. Water Pollution Control: Divert sanitary sewage and non-storm waste flow interfering with construction and requiring diversion to sanitary sewers. Do not cause or permit action to occur which would cause an overflow to an existing waterway. Prior to commencing excavation and construction, obtain ENGINEER’s agreement with detailed plans showing procedures intended to handle and dispose of sewage, groundwater, and stormwater flow, including dewatering pump discharges. Comply with procedures outlined in U.S. Environmental Protection Agency manuals entitled, “Guidelines for Erosion and Sedimentation Control Planning” and “Implementation, Processes, Procedures, and Methods to Control Pollution Resulting from All Construction Activity,” and “Erosion and Sediment Control- Surface Mining I Eastern United States.” Do not dispose of volatile wastes such as mineral spirits, oil chemicals, or paint thinner in storm or sanitary drains. Disposal of wastes into streams or waterways TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-9 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS is prohibited. Provide acceptable containers for collection and disposal of waste materials, debris, and rubbish. D. Erosion, Sediment, and Flood Control: 1. Provide, maintain, and operate temporary facilities to control erosion and sediment releases, and to protect Work and existing facilities from flooding during construction period. 2. Design erosion and sediment controls to handle peak runoff resulting from 25- year, 24-hour storm event based on U.S. Weather Bureau, “Rainfall-Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from | to 100 Years,” Technical Paper No. 40, 1981. 3. Size temporary stormwater conveyances based on procedures presented in U.S. Department of Agriculture, “Urban Hydrology for Small Watersheds,” Soil Conversation Service Engineering Technical Release No. 55, 1986. END OF SECTION 01500 TEMPORARY FACILITIES AND CONTROLS OKALOOSA COUNTY WATER AND SEWER DATE: 8/15/2013 01500-10 SECTION 01770 CLOSEOUT PROCEDURES SECTION 01770 - CLOSEOUT PROCEDURES PART | - GENERAL 1.1 SUMMARY A. _ This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. See Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. C. See Division 1 Section "Photographic Documentation" for submitting Final Completion construction photographs and negatives. D. See Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. E. See Divisions2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.2 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. Where applicable list items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise OWNER of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting OWNER unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic negatives if available, damage or settlement surveys, property surveys, and similar final record information. 6. Advise OWNER's personnel of changeover in security provisions. CLOSEOUT PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01770-1 SECTION 01770 CLOSEOUT PROCEDURES 1.3 1.4 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Complete final cleaning requirements, pressure wash adjacent structures. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, ENGINEER will either proceed with inspection or notify CONTRACTOR of unfulfilled requirements. ENGINEER will prepare the Certificate of Substantial Completion after inspection or will notify CONTRACTOR of items, either on CONTRACTOR' list or additional items identified by ENGINEER, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. FINAL COMPLETION Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of ENGINEER's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by ENGINEER. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, ENGINEER will either proceed with inspection or notify CONTRACTOR of unfulfilled requirements. ENGINEER will prepare a final Certificate for Payment after inspection or will notify CONTRACTOR of construction that must be completed or corrected before certificate will be issued. 1. | Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. LIST OF INCOMPLETE ITEMS (PUNCH LIST) Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by CONTRACTOR that are outside the limits of construction. CLOSEOUT PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01770-2 SECTION 01770 CLOSEOUT PROCEDURES 1. Organize list of spaces in sequential order. 2. Organize items applying to each space by major element, including categories for individual walls, and equipment, and building systems. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Clean each surface or unit. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Final Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, of rubbish, waste material, litter, and other foreign substances. b. | Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. e. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, manholes, and similar spaces. f. Sweep concrete floors broom clean in unoccupied spaces. g. Remove labels that are not permanent. h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. CLOSEOUT PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01770-3 SECTION 01770 CLOSEOUT PROCEDURES j. k. l. m. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. Wipe surfaces of mechanical and electrical equipment and_ similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. Replace parts subject to unusual operating conditions. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. Clean light fixtures, and reflectors to function with full efficiency. Leave Project clean. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on OWNER's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES OKALOOSA COUNTY WATER AND SEWER DATE:8/15/2013 01770-4 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING SECTION 02240 DEWATERING. PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. — Section includes construction dewatering. B. Related Sections: 1. Section 02260 "Excavation Support and Protection" for shoring, bracing, and sheet piling of excavations. 1.3 PERFORMANCE REQUIREMENTS A. Dewatering Performance: Design, furnish, install, test, operate, monitor, and maintain dewatering system of sufficient scope, size, and capacity to contro] hydrostatic pressures and to lower, control, remove, and dispose of ground water and permit excavation and construction to proceed on dry, stable foundations. 1. Delegated Design: Design dewatering system, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 2. Continuously monitor and maintain dewatering operations to ensure erosion control, stability of excavations and constructed slopes, that excavation does not flood, and that damage to subgrades and permanent structures is prevented. 3. Prevent surface water from entering excavations by grading, dikes, or other means. 4. | Accomplish dewatering without damaging existing buildings, structures, and site improvements adjacent to excavation. 5. Remove dewatering system when no longer required for construction. DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 1 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING 1.4 SUBMITTALS A. Shop Drawings: For dewatering system. Show arrangement, locations, and details of wells and well points; locations of risers, headers, filters, pumps, power units, and discharge lines; and means of discharge, contro! of sediment, and disposal of water. 1. Include layouts of piezometers and flow-measuring devices for monitoring performance of dewatering system. 2. Include a written plan for dewatering operations including control procedures to be adopted if dewatering problems arise. B. Delegated-Design Submittal: For dewatering system indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Qualification Data: For qualified professional engineer licensed in the State of Florida, with experience designing dewatering system in coastal areas. D. Field quality-control reports. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer that has specialized in design of dewatering systems and dewatering work in excavations greater than twenty feet and locations of high groundwater. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning dewatering. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Preinstallation Conference: Conduct conference at Project site. 1. | Review methods and procedures related to dewatering including, but not limited to, the following: a. Inspection and discussion of condition of site to be dewatered including coordination with temporary erosion control measures and temporary controls and protections. b. Geotechnical report. c. Proposed site clearing and excavations. d. _—_— Existing utilities and subsurface conditions. e. Coordination for interruption, shutoff, capping, and continuation of utility services. f. Construction schedule. Verify availability of Installer's personnel, equipment, and facilities needed to make progress and avoid delays. g. Testing and monitoring of dewatering system. DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 2 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING 1.6 PROJECT CONDITIONS A. _ Interruption of Existing Utilities: Do not interrupt any utility serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility according to requirements indicated: 1. Notify Construction Manager and Owner no fewer than two working days in advance of proposed interruption of utility. 2. Do not proceed with interruption of utility without Construction Manager's written permission. Project-Site Information: A geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in this report are those of geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data. 1. | Make additional test borings and conduct other exploratory operations necessary for dewatering. 2. The geotechnical report is included elsewhere in the Project Manual. Survey Work: Engage a qualified land surveyor or professional engineer to survey adjacent existing buildings, structures, and site improvements, establishing exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. 1. During dewatering, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations for comparison with original elevations. Promptly notify Architect if changes in elevations occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by dewatering operations. 1. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding site and surrounding area. DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 3 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING moo A ™ 2. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. Install dewatering system to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. Provide temporary grading to facilitate dewatering and control of surface water. Monitor dewatering systems continuously. Promptly repair damages to adjacent facilities caused by dewatering. Protect and maintain temporary erosion and sedimentation controls, which are specified or as noted on Drawings during dewatering operations. INSTALLATION Install dewatering system utilizing wells, well points, or similar methods complete with pump equipment, standby power and pumps, filter material gradation, valves, appurtenances, water disposal, and surface-water controls. 1. | Space well points or wells at intervals required to provide sufficient dewatering. 2. Use filters or other means to prevent pumping of fine sands or silts from the subsurface. Before excavating below ground-water level, place system into operation to lower water to specified levels. Operate system continuously until drains, sewers, and structures have been constructed and fill materials have been placed or until dewatering is no longer required. Provide an adequate system to lower and control ground water to permit excavation, construction of structures, and placement of fill materials on dry subgrades. Install sufficient dewatering equipment to drain water-bearing strata above and below bottom of foundations, drains, sewers, and other excavations. 1. Do not permit open-sump pumping that leads to loss of fines, soil piping, subgrade softening, and slope instability. Reduce hydrostatic head in water-bearing strata below subgrade elevations of foundations, drains, sewers, and other excavations. DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 4 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING 1. Maintain piezometric water level a minimum of 24 inches below surface of excavation. E. Dispose of water removed by dewatering in a manner that avoids endangering public health, property, and portions of work under construction or completed. Dispose of water and sediment in a manner that avoids inconvenience to others. Provide sumps, sedimentation tanks, and other flow-control devices as required by authorities having jurisdiction. F. Provide standby equipment on site, installed and available for immediate operation, to maintain dewatering on continuous basis if any part of system becomes inadequate or fails. If dewatering requirements are not satisfied due to inadequacy or failure of dewatering system, restore damaged structures and foundation soils at no additional expense to Owner. 1. Remove dewatering system from Project site on completion of dewatering. Plug or fill well holes with sand or cut off and cap wells a minimum of 36 inches below overlying construction. G. Damages: Promptly repair damages to adjacent facilities caused by dewatering operations. 3.3 FIELD QUALITY CONTROL A. Observation Wells: Provide, take measurements, and maintain at least the minimum number of observation wells or piezometers indicated; additional observation wells may be required by authorities having jurisdiction. 1. Observe and record daily elevation of ground water and piezometric water levels in observation wells. 2. Repair or replace, within 24 hours, observation wells that become inactive, damaged, or destroyed. In areas where observation wells are not functioning properly, suspend construction activities until reliable observations can be made. Add or remove water from observation-well risers to demonstrate that observation wells are functioning properly. 3, Fill observation wells, remove piezometers, and fill holes when dewatering is completed. B. Provide continual observation to ensure that subsurface soils are not being removed by the dewatering operation. END OF SECTION 02240 DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 5 SECTION 02240 Russell Stephenson - Electrical Manhole Rehabilitation DEWATERING (THIS PAGE INTENTIONALLY LEFT BLANK) DEWATERING DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02240 - 6 SECTION 02260 EXCAVATION SUPPORT & PROTECTION SECTION 02260 EXCAVATION SUPPORT & PROTECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes temporary excavation support and protection systems. B. Related Sections: 1. oe Section 01320 "Construction Progress Documentation" and Section 01322 "Photographic Documentation" for recording preexisting conditions and excavation support and protection system progress. Section 01500 "Temporary Facilities and Controls" for temporary utilities and support facilities. Section 02240 "Dewatering" for dewatering system for excavations. 1.3 PERFORMANCE REQUIREMENTS A. Design, furnish, install, monitor, and maintain excavation support and protection system capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and superimposed and construction loads. 1. Delegated Design: Design excavation support and protection system, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Install excavation support and protection systems without damaging existing buildings, structures, and site improvements adjacent to excavation. 4. Monitor vibrations, settlements, and movements. EXCAVATION SUPPORT AND PROTECTION Date: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 1 SECTION 02260 Russell Stevenson - Electrical Manhole Rehabilitation EXCAVATION SUPPORT & PROTECTION 1.4 A. 1.5 1.6 SUBMITTALS Shop Drawings: For excavation support and protection system. Delegated-Design Submittal: For excavation support and protection system indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Qualification Data: For qualified professional engineer licensed in the State of Florida, with experience designing shoring and supports structures for deep coastal excavations with high groundwater. Other Informational Submittals: 1. Documentation: Photograph or video existing conditions of adjacent construction and site improvements that might be misconstrued as damage caused by the absence of, the installation of, or the performance of excavation support and protection systems. Submit before Work begins. 2. Record Drawings: Identifying and locating capped utilities and other subsurface structural, electrical, or mechanical conditions prior to installation of sheeting. a. Note locations and capping depth of wells and well points. QUALITY ASSURANCE Pre-installation Conference: Conduct conference at Project site. 1. Review methods and procedures related to excavation support and protection system including, but not limited to, the following: Geotechnical report. Existing utilities and subsurface conditions. Proposed excavations. Proposed equipment. Monitoring of excavation support and protection system. Working area location and stability. Coordination with waterproofing. Abandonment or removal of excavation support and protection system. sa mono oe PROJECT CONDITIONS Interruption of Existing Utilities: Do not interrupt any utility serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility according to requirements indicated: EXCAVATION SUPPORT AND PROTECTION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 2 SECTION 02260 Russell Stevenson - Electrical Manhole Rehabilitation EXCAVATION SUPPORT & PROTECTION 1. Notify the Construction Manager and Owner no fewer than two days in advance of proposed interruption of utility. 2. Do not proceed with interruption of utility without Construction Manager's written permission. B. Project-Site Information: A geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in this report are those of geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from the data. 1. Make additional test borings and conduct other exploratory operations necessary for excavation support and protection. 2. The geotechnical report is included elsewhere in the Project Manual. C. Survey Work: Survey adjacent existing buildings, structures, and site improvements; establish exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. 1. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations and positions for comparison with original elevations and positions. Promptly notify Construction Manager if changes in elevations or positions occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide materials that are either new or in serviceable condition. B. — Structural Steel: ASTM A 36/A 36M, ASTM A 690/A 690M, or ASTM A 992/A 992M. C. Steel Sheet Piling: ASTM A 328/A 328M, ASTM A 572/A 572M, © or ASTM A 690/A 690M; with continuous interlocks. 1. Corners: Roll-formed corner shape with continuous interlock. D. Wood Lagging: Lumber, mixed hardwood, nominal rough thickness of size and strength required for application. E. Shotcrete: Comply with Section 033713 "Shotcrete" for shotcrete materials and mixes, reinforcement, and shotcrete application. EXCAVATION SUPPORT AND PROTECTION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 3 SECTION 02260 Russell Stevenson - Electrical Manhole Rehabilitation EXCAVATION SUPPORT & PROTECTION F. G. H. I. Cast-in-Place Concrete: ACI 301, of compressive strength required for application. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. Tiebacks: Steel bars, ASTM A 722/A 722M. Tiebacks: Steel strand, ASTM A 416/A 416M. PART 3 - EXECUTION 3.1 A. 3.2 PREPARATION Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 1. Shore, support, and protect utilities encountered. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. Locate excavation support and protection systems clear of permanent construction so that forming and finishing of concrete surfaces are not impeded. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure that excavation support and protection systems remain stable. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. SHEET PILING Before starting excavation, install one-piece sheet piling lengths and tightly interlock to form a continuous barrier. Accurately place the piling, using templates and guide frames unless otherwise recommended in writing by the sheet piling manufacturer. Limit vertical offset of adjacent sheet piling to 60 inches. Accurately align exposed faces of sheet piling to vary not more than 2 inches from a horizontal line and not more EXCAVATION SUPPORT AND PROTECTION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 4 SECTION 02260 Russell Stevenson - Electrical Manhole Rehabilitation EXCAVATION SUPPORT & PROTECTION than 1:120 out of vertical alignment. Cut tops of sheet piling to uniform elevation at top of excavation. 3.3 TIEBACKS A. Tiebacks: Drill, install, grout, and tension tiebacks. Test load-carrying capacity of each tieback and replace and retest deficient tiebacks. 1. Test loading shall be observed by a qualified professional engineer responsible for design of excavation support and protection system. 2. Maintain tiebacks in place until permanent construction is able to withstand lateral soil and hydrostatic pressures. 3.4 BRACING A. Bracing: Locate bracing to clear columns, floor framing construction, and other permanent work. If necessary to move brace, install new bracing before removing original brace. 1. Do not place bracing where it will be cast into or included in permanent concrete work unless otherwise approved by Architect. 2. Install internal bracing, if required, to prevent spreading or distortion of braced frames. 3. Maintain bracing until structural elements are supported by other bracing or until permanent construction is able to withstand lateral earth and hydrostatic pressures. 3.5 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements, facilities, and utilities. 1. Remove all excavation support and protection systems as noted. If any portion of the support system is not removed either due to request by the Owner or is impractical due to potential risk of damage to other site structures or utilities, supports shall be removed to a minimum depth of 48 inches below overlaying construction and abandon remainder. 2. Fill voids immediately with approved backfill compacted to density specified in drawings. 3. Repair or replace, as approved by Architect, adjacent work damaged or displaced by removing excavation support and protection systems. @ EXCAVATION SUPPORT AND PROTECTION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 5 SECTION 02260 Russell Stevenson - Electrical Manhole Rehabilitation EXCAVATION SUPPORT & PROTECTION @ B. Leave excavation support and protection systems permanently in place. END OF SECTION 02260 EXCAVATION SUPPORT AND PROTECTION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 02260 - 6 SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS @ SECTION 16010 BASIC ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Basic Electrical Requirements specifically applicable to Division 16 Sections, in addition to Division 1 - General Requirements. 1.2 SCOPE A. This scope covers the furnishing, installation, testing, adjusting and placing in operation all electrical equipment, devices, facilities, materials, and auxiliary items necessary for the complete and successful operation of all electrical equipment as herein described, shown on the plans, or deemed necessary for the completion of the electrical portion of the project. It is the intent of DIVISION 16 to outline the electrical requirements of the contract in order to provide the information necessary for the construction of a fully operational system as shown on the plans and as herein described. A comprehensive electrical scope of work is as follows: 1. Power/Electrical System 2. Utility Work 3. Connection of Electrically Powered Mechanical Equipment 4, Temporary Construction Power 5. All Incidentals Necessary for a Complete and Fully Operational Electrical System. 1.3 WORKING CLEARANCES A. Working clearances around equipment requiring electrical services shall be verified by Contractor to comply with Code requirements. Should there be apparent violations of clearances; the Contractor shall notify the Engineer before proceeding with connection or placing of equipment. B. In the case of panelboards, safety switches and other equipment requiring wire and cable terminations, the Contractor shall ascertain that lug sizes and wiring gutters or BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16010 - | SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS space allowed for proper accommodation and termination of the wires and cables are adequate. 1.4 WORKMANSHIP A. Workmanship under this Division shall be accomplished by persons skilled in the performance of the required task. All work shall be done in keeping with conventions of the trade. Work of this Division shall be closely coordinated with work of other trades to avoid conflict and interference. 1.5 PROTECTION OF ELECTRICAL EQUIPMENT A. Electrical equipment shall be protected by the weather, especially from water dripping or splashing upon it, at all times during shipment, storage and after installation. Should any apparatus be subjected to possible injury by water, it shall be thoroughly dried out and put through a dielectric test, at the expense of the contractor, to ascertain the suitability of this apparatus. The results of the test shall be submitted to the Engineer and if the apparatus is found to be unsuitable, the contractor shall replace it without additional cost to the Owner. B. Since this is an operating facility the Contractor shall be responsible for the protection of any electrical equipment that is entered or modified as required to accomplish any work detailed in the project documents. All electrical equipment and connections shall be clearly identified as not to create electrical hazards to plant personnel. 1.6 GUARANTEE A. The Contractor shall guarantee all other electrical systems, materials and workmanship to be free from defects for a period of one (1) year from the date of final acceptance. He shall correct all defects arising within this period upon notification by the Owner or Engineer, without additional compensation. B. It is understood that the rights and benefits given the Owner by the guarantees found in the technical specifications are in addition to and not in derogation of any rights or benefits found in the special and general provisions of the contract. 1.7 TEMPORARY LIGHTS DURING CONSTRUCTION A. It shall be the responsibility of the Contractor to provide and maintain adequate temporary lighting at all times during construction, so that the various other trades can BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16010 - 2 SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS accomplish their work in a flawless manner. Particular attention will be given to lighting for site work, excavation, and coating activities. 1.8 MATERIAL STANDARDS A. Material shall be new and comply with standards of Underwriters' Laboratories, Inc., where standards have been established for the particular product and the various NEMA, ANSI, ASTM, IEEE, AEIC, IPCEA or other publications referenced. 1.9 TEST EQUIPMENT A. — The contractor shall provide all test equipment and supplies deemed necessary by the Engineer at no extra cost to the Owner. These supplies shall include but not be limited to the following: volt meters, amp meters, light meters, fuel, generator load banks, watt meters, harmonic distortion test equipment, thermal image camera, high pot test equipment, power quality analyzers, and oscilloscopes. 1.10 REFERENCES ANSI/NFPA 70 — National Electrical Code. ANSIC2 — National Electrical Safety Code. NEMA - National Electrical Manufacturer's Assoc. UL — Underwriters Laboratories NFPA — National Fire Protection Assoc. IEEE — The Institute of Electrical and Electronics Engineers IESNA — The Illuminating Engineering Society of North America zxom moo BD > NETA - International Electrical Testing Association Recommended Standards for Water Works and Wastewater Facilities as published by Great Lakes — Upper Mississippi River Board of State Public Health and Environmental Managers. 1.11 SUBMITTAL BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16010 - 3 SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS A. Submit under provisions of the General Provisions. The Contractor installing all Electrical work shall review and approve all electrical shop drawings prior to submittal to the Engineer for review. As part of the review, the installer shall certify the following: a. I hereby certify that the (equipment (material) (article) shown and marked in this submittal is in compliance with the contract drawing and specifications, can be installed in the allocated space, will be stored in accordance with the manufacturers recommendation, will be installed per NEC, and is submitted for approval. Certified by: Date: B. Submit shop drawings and product data grouped to include complete submittal of related systems, products, and accessories in a single submittal. No electrical work may be performed until shop drawings are approved. Submit Shop Drawings on the Following Systems as Grouped Below: Power/Electrical System a. Conduit and Conduit Fittings b. Wire c. Pull Boxes d. Conduit Support Systems e. Wiring Devices f. Link Seal Miscellaneous Electrical Equipment a. Miscellaneous Electrical Parts Drawings a. Coordination drawing of All Electrical Room b. Conduit layout drawings Cc. Duct drawings BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16010 -4 SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS Y d. As-Built Drawings C. Mark dimensions and values in units to match those specified. 1.12 REGULATORY REQUIREMENTS A. Conform to applicable sections of the Building Code and all local rules, regulations and ordinances. B. Electrical: Conform to NFPA 70 & National Electric Safety Code C. Obtain permits, and request inspections from authority having jurisdiction. D. References listed in Paragraph 1.11, this section. 1.13 FINAL INSPECTION AND TESTING A. After the electrical installation is complete, the Contractor shall deliver to the Engineer the following information with his request for final inspection. 1. One set of contract drawings marked to show all significant changes in equipment ratings and locations, alterations in locations of conduit runs, or of any data differing from the contract drawings. This shall include revised or changed panelboard and switchgear schedules. 2. Certificates of final inspection from local authority. 3. A tabulation of all motors listing their respective manufacturer, horsepower, nameplate voltage and current, actual running current after installation and overload heater rating. B. The electrical work shall be thoroughly tested to demonstrate that the entire system is in proper working order and in accordance with the plans and specifications. Each motor with its control shall be run as nearly as possible under operating conditions for a sufficient length of time to demonstrate correct alignment, wiring capacity, speed and satisfactory operation. All main switches and circuit breakers shall be operated, but not necessarily at full load. Contractor may be required during final inspection, at the request of the Engineer to furnish test instruments for use during the testing. BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16010 - 5 SECTION 16010 Russell Stephenson - Electrical Manhole Rehabilita- tion BASIC ELECTRICAL REQUIREMENTS C. 1.14 1.15 A. 1.16 All wiring shall be given a resistance test using a digital multimeter. This test shall be performed after conductors are pulled, but before final connections are made. The Engineer shall be given two (2) days' written notice of the anticipated test date so that he may witness the test if so desired. In any event, the Contractor shall record the circuit designation and the reading on each phase. This written record shall be submitted to the Engineer. The cost of this test or any retest caused by insufficient readings shall be the responsibility of the Contractor (All tests shall be done in accordance with NETA Standards). STAFFING The electrical contractor shall provide a “Master Electrician” who has been deemed a “Master Electrician” by exam through the State of Georgia, or any other Georgia County Permitting Authority as the Electrical Superintendent for the project. The Electrical Superintendent shall be on the project site any time any electrical work is performed by the contractor. In addition, the contractor shall provide one Journeyman electrician for every four electrical helpers used on the project site. PROCESS EQUIPMENT The electrical contractor is required and expected to read all other equipment specifications contained in these documents and provide all required power and control conductors required by said equipment to allow them to function as described. AS-BUILT DRAWINGS The contractor shall provide detailed as-built drawings for the project indicating all power wiring. (All Drawings shall be delivered to the Owner in an AutoCAD 2013 Format.) The As-Built drawings shall include detailed drawings of all duct banks, underground conduit, above ground conduit, motor control centers, PLC control panels, control drawings. These drawings shall indicate exact location of all underground electrical wiring and fiber optic cable. The Engineer shall provide electronic copies of all drawings in the bid plans set for use by the contractor. BASIC ELECTRICAL REQUIREMENTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16010 -6 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION SECTION 16075 ELECTRICAL IDENTIFICATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. _ This Section includes the following: 1. Identification for raceway and metal-clad cable. 2. Identification for conductors and communication and control cable. 3. Underground-line warning tape. 4, Warning labels and signs. 5. Instruction signs. 6. Equipment identification labels. 7. Miscellaneous identification products. 1.3 SUBMITTALS A. Product Data: For each electrical identification product indicated. B. Identification Schedule: An index of nomenclature of electrical equipment and system components used in identification signs and labels. C. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting provisions, and graphic features of identification products. ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - | SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION 1.4 1.5 QUALITY ASSURANCE Comply with ANSI A13.1, ANSI C2, and ANSI 2635.4. Comply with NFPA 70. Comply with 29 CFR 1910.145. COORDINATION Coordinate identification names, abbreviations, colors, and other features with requirements in the Contract Documents, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual, and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. Coordinate installation of identifying devices with location of access panels and doors. Install identifying devices before installing acoustical ceilings and similar concealment. Install all signs and labels horizontal (level) and consistent for similar equipment and panels. PART 2 - PRODUCTS 2.1 RACEWAY AND METAL-CLAD CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 2 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION @ B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. C. Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeves, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. D. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; 2 inches wide; compounded for outdoor use 2.2 CONDUCTOR AND COMMUNICATION- AND CONTROL-CABLE IDENTIFICATION MATERIALS A. Aluminum Wraparound Marker Labels: Cut from 0.014-inch- thick aluminum sheet, with stamped, embossed, or scribed legend, and fitted with tabs and matching slots for permanently securing around wire or cable jacket or around groups of conductors. 2.3 MISCELLANEOUS IDENTIFICATION PRODUCTS A. Cable Ties: Fungus-inert, self-extinguishing, 1-piece, self-locking, Type 6/6 nylon cable ties. 1. Minimum Width: 3/16 inch. 2. Tensile Strength: 50 lb, minimum. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black, except where used for color-coding. B. Paint: Paint materials and application requirements are specified in Division 9 painting Sections. PART 3 - EXECUTION 3.1 APPLICATION A. Accessible Raceways and Metal-Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A: Identify with snap-around label. @ ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 3 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION 1. Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeves, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. B. Accessible Raceways and Cables of Auxiliary Systems: Identify the following systems with color-coded, snap-around, color-coding bands: 1. | Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeves, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. 2. Fire Alarm System: Red. ao Fire-Suppression Supervisory and Control System: Red and yellow. 4. Combined Fire Alarm and Security System: Red and blue. 5. Security System: Blue and yellow. 6. | Mechanical and Electrical Supervisory System: Green and blue. 7. Telecommunication System: Green and yellow. 8. Control Wiring: Green and red. C. Power-Circuit Conductor Identification: For primary and secondary conductors No. 1/0 AWG and larger in vaults, pull and junction boxes, manholes, and handholes use metal tags. Identify source and circuit number of each set of conductors. For single conductor cables, identify phase in addition to the above. 1. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch, with stamped legend, punched for use with self-locking nylon tie fastener. D. Branch-Circuit Conductor Identification: Where there are conductors for more than three branch circuits in same junction or pull box, use color-coding conductor tape. Identify each ungrounded conductor according to source and circuit number. 1. | Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by | to 2 inches wide. ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 4 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION E. F. wo Conductors to Be Extended in the Future: Attach write-on tags to conductors and list source and circuit number. Write-On Tags: Polyester tag, 0.015 inch thick, with corrosion-resistant grommet and polyester or nylon tie for attachment to conductor or cable. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control, signal, sound, intercommunications, voice, and data connections. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. Identify by system and circuit designation. Use system of marker tape designations that is uniform and consistent with system used by manufacturer for factory-installed connections. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and Operation and Maintenance Manual. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. Locations of Underground Lines: Identify with underground-line warning tape for power, lighting, communication, and control wiring and optical fiber cable. Install underground-line warning tape for both direct-buried cables and cables in raceway. During backfilling of trenches install continuous underground-line warning tape directly above line at 12 inches above duct. Use multiple tapes where width of multiple lines installed in a common trench or concrete envelope exceeds 16 inches overall. Description: a. Permanent, bright-colored, continuous-printed, polyethylene tape. b. Not less than 6 inches wide by 4 mils thick. Compounded for permanent direct-burial service. a S Embedded continuous metallic strip or core. e. Printed legend shall indicate type of underground line. ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 5 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion © ELECTRICAL IDENTIFICATION H. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Comply with 29 CFR 1910.145 and apply self-adhesive warning labels. Identify system voltage with black letters on an orange background. Apply to exterior of door, cover, or other access. 1. | Equipment with Multiple Power or Control Sources: Apply to door or cover of equipment including, but not limited to, the following: Power transfer switches. b. Controls with external control power connections.Equipment Requiring Workspace Clearance According to NFPA 70: Unless otherwise indicated, apply to door or cover of equipment but not on flush panelboards and similar equipment in finished spaces. 2. Comply with NFPA 70 and 29 CFR 1910.145. Self-Adhesive Warning Labels: Factory printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment, unless otherwise indicated. uo 4. Baked-Enamel Warning Signs: Preprinted aluminum signs, punched or drilled for @ fasteners, with colors, legend, and size required for application. 1/4-inch grommets in corners for mounting. Nominal size, 7 by 10 inches. 5. Metal-Backed, Butyrate Warning Signs: Weather-resistant, nonfading, preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application. 1/4-inch grommets in corners for mounting. Nominal size, 10 by 14 inches. 6. | Warning label and sign shall include, but are not limited to, the following legends: a. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES." b. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES.” I. Instruction Signs: 1. Operating Instructions: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with ENGINEER/OWNER APPROVED instructions where @ ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER -16075 - 6 SECTION 16075 tion Russell Stephenson - Electrical Manhole Rehabilita- ELECTRICAL IDENTIFICATION 1. 2. needed for system or equipment operation. Instructions are needed for all equipment unless otherwise noted. Cc. Signs shall be engraved, laminated acrylic or melamine plastic, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for larger sizes. The engraved legend shall be % “ White letters on Brown face, and punched or drilled for mechanical fasteners. The signs shall be installed with stainless hardware. Emergency Operating Instructions: Install emergency operating instruction signs at equipment used for power transfer, safety shutdown, or any other locations requiring operation in an emergency. a. c. Signs shall be engraved, laminated acrylic or melamine plastic, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for larger sizes. The engraved legend shall be 4 “ White letters on Red face, and punched or drilled for mechanical fasteners. The signs shall be installed with stainless hardware. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, central or master units, control panels, control stations, terminal cabinets, and racks of each system. Systems include power, lighting, control, communication, signal, monitoring, and alarm systems unless equipment is provided with its own identification. Labeling Instructions: a. Indoor and Outdoor Equipment: Use engraved, laminated acrylic or melamine labels, punched or drilled for screw mounting Identification labels shall have white letters on a dark-gray background. Unless otherwise indicated, provide a single line of text with 1/2-inch- high letters on 1-1/2- inch- high label; where 2 lines of text are required, use labels 2 inches high. Mount labels with stainless hardware. Elevated Components: Increase the size of the labels and letters to those appropriate for viewing from the floor. Equipment to Be Labeled: ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 7 SECTION 16075 tion Russell Stephenson - Electrical Manhole Rehabilita- ELECTRICAL IDENTIFICATION a. Identification labeling of some items listed below may be required by individual Sections or by NFPA 70. b. Panelboards, electrical cabinets, and enclosures. Cc. Access doors and panels for concealed electrical items. d. _—_ Electrical switchgear and switchboards. e. Transformers. f. Electrical substations. g. Emergency system boxes and enclosures. h. Motor-control centers. i. Disconnect switches. j. Enclosed circuit breakers. k. | Motor starters. I. Push-button stations. m. Power transfer equipment. n. Contactors. o. Battery inverter units. p. Battery racks. q. Power-generating units. r. Voice and data cable terminal equipment. s. Television/audio components, racks, and controls. t. Fire-alarm control panel and annunciators. u. Security and intrusion-detection control stations, control panels, terminal cabinets, and racks. v. Monitoring and control equipment. w. Uninterruptible power supply equipment. x. Terminals, racks, and patch panels for voice and data communication and for signal and control functions. y- Control systems Field mounted control devices aa. Field mounted instruments ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 8 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion ELECTRICAL IDENTIFICATION @ 3.2 INSTALLATION PRACTICES A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. C. Attach nonadhesive signs and plastic labels with screws and auxiliary hardware appropriate to the location and substrate. D. Color-Coding for Phase and Voltage Level Identification, 600 V and Less: Use the colors listed below for ungrounded service, feeder, and branch-circuit conductors. 1. Color shall be factory applied or, for sizes LARGER than No. 10 AWG if authorities having jurisdiction permit, field applied. 2. Colors for 208/120-V Circuits: a. Phase A: Black. b. Phase B: Red. c. Phase C: Blue. 3. Colors for 480/277-V Circuits: a. Phase A: Brown. b. Phase B: Orange. c. Phase C: Yellow. 4. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings. E. Aluminum Wraparound Marker Labels and Metal Tags: Secure tight to surface of conductor or cable at a location with high visibility and accessibility. F. Painted Identification: Prepare surface and apply paint according to Division 9 painting Sections. END OF SECTION ELECTRICAL IDENTIFICATION DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16075 - 9 SECTION 16075 Russell Stephenson - Electrical Manhole Rehabilita- tion @ ELECTRICAL IDENTIFICATION @ ELECTRICAL IDENTIFICATION DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16075 - 10 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES SECTION 16120 CONDUTORS AND CABLES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. _ This Section includes the following: 1. Wires and cables rated 600 V and less. 2. Connectors and terminations rated 600 V and less. 3. Sleeves and sleeve seals for cables. B. Restrictions 1. All wire/cable runs of any type must be continuous. Splices are expressly prohibited. 1.3 DEFINITIONS A. EPDM: Ethylene-propylene-diene terpolymer rubber. B. NBR: Acrylonitrile-butadiene rubber. 1.4 SUBMITTALS A. — Product Data: For each type of product indicated. B. Qualification Data: For testing agency. C. Field quality-control test reports. CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 - | SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in 1.6 NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Comply with NFPA 70. COORDINATION Set sleeves in cast-in-place concrete, masonry walls, and other structural components as they are constructed. PART 2 - PRODUCTS 2.1 C. D. CONDUCTORS AND CABLES Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Alcan Products Corporation; Alcan Cable Division. 2. American Insulated Wire Corp.; a Leviton Company. 3. Beldon CDT Inc. 4. General Cable Corporation. 5. Senator Wire & Cable Company. 6. Southwire Company. Copper Conductors: Comply with NEMA WC 70. Conductor Insulation: Comply with NEMA WC 70 for Types XHHW and SO. CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 -2 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES E. Multiconductor Cable: Comply with NEMA WC 70 for metal-clad cable, Type MC and Type SO with ground wire. 2.2 CONNECTORS AND SPLICES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Hubbell Power Systems, Inc. 3. O-Z/Gedney; EGS Electrical Group LLC. 4, 3M; Electrical Products Division. 5. Tyco Electronics Corp. B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. 2.3 SLEEVES FOR CABLES A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. C. Sleeves for Rectangular Openings: Galvanized sheet steel with minimum 0.052- or 0.138-inch thickness as indicated and of length to suit application. D. Coordinate sleeve selection and application with selection and application of firestopping specified in Division 7 Section "Through-Penetration Firestop Systems.” 2.4 SLEEVE SEALS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Advance Products & Systems, Inc. CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 - 3 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES B. 2. Calpico, Inc. 3. Metraflex Co. 4. Pipeline Seal and Insulator, Inc. Description: Modular sealing device, designed for field assembly, to fill annular space between sleeve and cable. 1. Sealing Elements: EPDM interlocking links shaped to fit surface of cable or conduit. Include type and number required for material and size of raceway or cable. 2. Pressure Plates: Stainless steel. Include two for each sealing element. 3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element. PART 3 - EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Copper, stranded. B. Branch Circuits: Copper, stranded. 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance: Type XHHW-2, single conductors in raceway. B. Exposed Feeders: Type XHHW-2, single conductors in raceway. C. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type XHHW-2, single conductors in raceway. D. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground: Type XHHW-2, single conductors in raceway. E. Feeders Installed below Raised Flooring: Type XHHW-2, single conductors in raceway. CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 - 4 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES 3.3 Feeders in Cable Tray: Type XHHW-2, single conductors in raceway. Exposed Branch Circuits, Including in Crawlspaces: Type XHHW-2, single conductors in raceway. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type XHHW-2, single conductors in raceway. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground: Type XHHW-2, single conductors in raceway. Branch Circuits Installed below Raised Flooring: Metal-clad cable, Type MC. Branch Circuits in Cable Tray: Type TC. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless-steel, wire-mesh, strain relief device at terminations to suit application. All control cables between the PLCs / MMCs and field instruments: 2 # 18 AWG, twisted shielded pair, UL Instrument Cable, XLPE conductor insulation, PVC outer jacket. INSTALLATION OF CONDUCTORS AND CABLES Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. Identify and color-code conductors and cables according to Division 16 Section "Electrical Identification." CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 -5 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES 3.4 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. B. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack. 3.5 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Coordinate sleeve selection and application with selection and application of firestopping. B. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed openings are used. Install sleeves during erection of slabs and walls. C. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. D. Rectangular Sleeve Minimum Metal Thickness: © 1. For sleeve rectangle perimeter less than 50 inches and no side greater than 16 inches, thickness shall be 0.052 inch. 2. For sleeve rectangle perimeter equal to, or greater than, 50 inches and | or more sides equal to, or greater than, 16 inches, thickness shall be 0.138 inch. E. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor or wall. F. Cut sleeves to length for mounting flush with both wall surfaces. G. Extend sleeves installed in floors 2 inches above finished floor level. H. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and cable unless sleeve seal is to be installed. I. Seal space outside of sleeves with grout for penetrations of concrete and masonry and with approved joint compound for gypsum board assemblies. J. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve and cable, using joint sealant appropriate for size, depth, and location of joint according to local codes and the manufacturer’s written instructions. Yd] CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120 - 6 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES K. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at cable penetrations. Install sleeves and seal with firestop materials according to local codes and the manufacturer’s written instructions. L. Roof-Penetration Sleeves: Seal penetration of individual cables with flexible boot- type flashing units applied in coordination with roofing work. M. Aboveground Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Size sleeves to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. N. Underground Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size sleeves to allow for 1-inch annular clear space between cable and sleeve for installing mechanical sleeve seals. 3.6 SLEEVE-SEAL INSTALLATION A. _ Install to seal underground exterior-wall penetrations. B. Use type and number of sealing elements recommended by manufacturer for cable material and size. Position cable in center of sleeve. Assemble mechanical sleeve seals and install in annular space between cable and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal 3.7 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to local codes and the manufacturer’s written instructions. 3.8 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. B. Tests and Inspections: 1. After installing conductors and cables and before electrical circuitry has been energized, test service entrance and feeder conductors, and conductors feeding the following critical equipment and services for compliance with requirements. CONDUCTORS AND CABLES DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16120-7 SECTION 16120 Russell Stephenson - Electrical Manhole Rehabilitation CONDUCTORS AND CABLES a. All Process Equipment. b. Panels/Switchboards/Transformers/Transfer Switches c. Pumps 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 3. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each splice in cables and conductors No. 3 AWG and larger. Remove box and equipment covers so splices are accessible to portable scanner. a. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each splice 11 months after date of Substantial Completion. b. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. c. Record of Infrared Scanning: Prepare a certified report that identifies splices checked and that describes scanning results. Include notation of © deficiencies detected, remedial action taken, and observations after remedial action. C. Test Reports: Prepare a written report to record the following: 1. Test procedures used. 2. Test results that comply with requirements. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. Loe) D. Remove and replace malfunctioning units and retest as specified above. END OF SECTION ] CONDUCTORS AND CABLES DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16120-8 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS SECTION 16135 UNDERGROUND DUCTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. _ This Section includes the following: 1. Conduit, ducts, and duct accessories for direct-buried and concrete-encased duct banks, and in single duct runs. 2. Handholes and boxes. Manholes. too 1.3 DEFINITION A. RNC: Rigid nonmetallic conduit. 1.4 SUBMITTALS A. Product Data: For the following: 1. | Duct-bank materials, including separators and miscellaneous components. 2. Ducts and conduits and their accessories, including elbows, end bells, bends, fittings, and solvent cement. 3. Accessories for manholes, handholes, boxes, and other utility structures. 4. Warning tape. 5. | Warning planks. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 1 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS B. Shop Drawings for Precast or Factory-Fabricated Underground Utility Structures: Include plans, elevations, sections, details, attachments to other work, and accessories, including the following: 1. Duct entry provisions, including locations and duct sizes. 2. Reinforcement details. 3. Frame and cover design and manhole frame support rings. 4. Ladder/Step details. 5. Grounding details. 6. Dimensioned locations of cable rack inserts, pulling-in and lifting irons, and sumps. 7. Joint details. C. Shop Drawings for Factory-Fabricated Handholes and Boxes Other Than Precast Concrete: Include dimensioned plans, sections, and elevations, and fabrication and installation details, including the following: 1. Duct entry provisions, including locations and duct sizes. 2. Cover design. Grounding details. LoS) 4. Dimensioned locations of cable rack inserts, and pulling-in and lifting irons. D. Duct-Bank Coordination Drawings: Show duct profiles and coordination with other utilities and underground structures. 1. Include plans and sections, drawn to scale, and show bends and locations of expansion fittings. 2. Drawings shall be signed and sealed by a qualified professional engineer. E. Product Certificates: For concrete and steel used in precast concrete manholes and handholes, as required by ASTM C 858. F. Qualification Data: For professional engineer and testing agency. G. Source quality-control test reports. @ UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 -2 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS H. Field quality-control test reports. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM E 329 for testing indicated. B. Comply with ANSI C2. C. Comply with NFPA 70. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver ducts to Project site with ends capped. Store non-metallic ducts with supports to prevent bending, warping, and deforming. B. Store precast concrete and other factory-fabricated underground utility structures at Project site as recommended by manufacturer to prevent physical damage. Arrange so identification markings are visible. C. Lift and support precast concrete units only at designated lifting or supporting points. 1.7 PROJECT CONDITIONS A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electrical service according to requirements indicated: 1. Notify the Engineer, Construction Manager, and Owner no fewer than 5 days in advance of proposed interruption of electrical service. 2. Do not proceed with interruption of electrical service without the Engineer's written permission. 1.8 COORDINATION A. Coordinate layout and installation of ducts, manholes, handholes, and boxes with final arrangement of other utilities, site grading, and surface features as determined in the field. UNDERGROUND DUCTS DATE: 9/16/2013 ® OKALOOSA COUNTY WATER AND SEWER 16135 -3 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS B. Coordinate elevations of ducts and duct-bank entrances into manholes, handholes, and boxes with final locations and profiles of ducts and duct banks as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations from those indicated as required to suit field conditions and to ensure that duct runs drain to manholes and handholes, and as approved by Engineer. 1.9 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. B. Furnish cable-support stanchions, arms, insulators, and associated fasteners in quantities equal to 10% percent of quantity of each item installed. PART 2 - PRODUCTS 2.1 CONDUIT A. Rigid Steel Conduit: Galvanized. Comply with ANSI C80.1. RNC: NEMA TC 2, Type EPC-40-PVC and Type EPC-80-PVC, UL 651, with matching fittings by same manufacturer as the conduit, complying with NEMA TC 3 and UL 514B. 2.2 NONMETALLIC DUCTS AND DUCT ACCESSORIES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: C. Basis-of-Design Product: Subject to compliance with requirements, provide a product by one of the following or Engineer approved equal: 1. ARNCO Corp. 2. Beck Manufacturing. UNDERGROUND DUCTS _ DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 4 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS ao Cantex, Inc. 4. CertainTeed Corp.; Pipe & Plastics Group. 5. Condux International, Inc. 6. —_ElecSys, Inc. 7. Electri-Flex Company. 8. IPEX Inc. 9. Lamson & Sessions; Carlon Electrical Products. 10. Manhattan/CDT; a division of Cable Design Technologies. 11. Spiraduct/AFC Cable Systems, Inc. D. Underground Plastic Utilities Duct: NEMATC6 & 8, Type EB-20-PVC, ASTM F 512, UL 651A, with matching fittings by the same manufacturer as the duct, complying with NEMA TC 9. E. Underground Plastic Utilities Duct! NEMATC6 & 8, Type DB-60-PVC and Type DB-80-PVC, ASTM F 512, with matching fittings by the same manufacturer as the duct, complying with NEMA TC 9. F. Duct Accessories: 1. Duct Separators: Factory-fabricated rigid PVC interlocking spacers, sized for type and sizes of ducts with which used, and selected to provide minimum duct spacing indicated while supporting ducts during concreting or backfilling. 2. Warning Tape: Underground-line warning tape specified in Division 16 Section "Electrical Identification." Concrete Warning Planks: Nominal 12 by 24 by 3 inches in size, manufactured from 6000-psi concrete. uo a. Color: Red dye added to concrete during batching. b. | Mark each plank with "ELECTRIC" in 2-inch- high, 3/8-inch- deep letters. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 -5 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 2.3 PRECAST CONCRETE HANDHOLES AND BOXES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carder Concrete Products. 2. Christy Concrete Products. 3. Elmhurst-Chicago Stone Co. 4. Oldcastle Precast Group. 5. Riverton Concrete Products; a division of Cretex Companies, Inc. 6. Utility Concrete Products, LLC. 7. Utility Vault Co. Wausau Tile, Inc. C. Comply with ASTM C 858 for design and manufacturing processes. D. Description: Factory-fabricated, reinforced-concrete, monolithically poured walls and bottom unless open-bottom enclosures are indicated. Frame and cover shall form top of enclosure and shall have load rating consistent with that of handhole or box. 1. Frame and Cover: Weatherproof cast-iron frame, with cast-iron cover with recessed cover hook eyes and tamper-resistant, captive, cover-securing bolts. 2. Frame and Cover: Weatherproof steel frame, with steel cover with recessed cover hook eyes and tamper-resistant, captive, cover-securing bolts. 3. | Frame and Cover: Weatherproof steel frame, with hinged steel access door assembly with tamper-resistant, captive, cover-securing bolts. a. Cover Hinges: Concealed, with hold-open ratchet assembly. b. Cover Handle: Recessed. 4. Frame and Cover: Weatherproof aluminum frame with hinged aluminum access door assembly with tamper-resistant, captive, cover-securing bolts. , UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 -6 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 10. 11. a. Cover Hinges: Concealed, with hold-open ratchet assembly. b. | Cover Handle: Recessed. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. Cover Legend: Molded lettering, "ELECTRICAL." Or "CONTROL" Configuration: Units shall be designed for flush burial and have open bottom, unless otherwise indicated. Extensions and Slabs: Designed to mate with bottom of enclosure. Same material as enclosure. a. Extension shall provide increased depth of 12 inches. b. Slab: Same dimensions as bottom of enclosure, and arranged to provide closure. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks plus an additional 12 inches vertically and horizontally to accommodate alignment variations. a. Windows shall be located no less than 6 inches from interior surfaces of walls, floors, or frames and covers of handholes, but close enough to corners to facilitate racking of cables on walls. b. | Window opening shall have cast-in-place, welded wire fabric reinforcement for field cutting and bending to tie in to concrete envelopes of duct banks. c. | Window openings shall be framed with at least two additional No. 4 steel reinforcing bars in concrete around each opening. Duct Entrances in Handhole Walls: Cast end-bell or duct-terminating fitting in wall for each entering duct. a. Type and size shall match fittings to duct or conduit to be terminated. b. Fittings shall align with elevations of approaching ducts and be located near interior corners of handholes to facilitate racking of cable. Handholes 12 inches wide by 24 inches long and larger shall have inserts for cable racks and pulling-in irons installed before concrete is poured. 2.4 HANDHOLES AND BOXES OTHER THAN PRECAST CONCRETE A. Description: Comply with SCTE 77. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 -7 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 1. Color: Gray. 2. Configuration: Units shall be designed for flush burial and have open bottom, unless otherwise indicated. 3. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure. 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, "ELECTRICAL." Or "CONTROL." 6. Direct-Buried Wiring Entrance Provisions: Knockouts equipped with insulated bushings or end-bell fittings, selected to suit box material, sized for wiring indicated, and arranged for secure, fixed installation in enclosure wall. 7. Duct Entrance Provisions: Duct-terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall. 8. Handholes 12 inches wide by 24 inches long and larger shall have factory- installed inserts for cable racks and pulling-in irons. B. Polymer Concrete Handholes and Boxes with Polymer Concrete Cover: Molded of sand and aggregate, bound together with a polymer resin, and reinforced with steel or fiberglass or a combination of the two. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 3. Basis-of-Design Product: Subject to compliance with requirements, provide a comparable product by one of the following: a Armorcast Products Company. b. Carson Industries LLC. Cc. CDR Systems Corporation. d. NewBasis. e. Quazite ) UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 -8 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS C. Fiberglass Handholes and Boxes with Polymer Concrete Frame and Cover: Sheet- molded, fiberglass-reinforced, polyester resin enclosure joined to polymer concrete top ring or frame. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2, Manufacturers: Subject to compliance with requirements, provide products by one of the following: Basis-of-Design Product: Subject to compliance with requirements, provide a comparable product by one of the following: LoS) a Armorcast Products Company. b. — Carson Industries LLC. c. Christy Concrete Products. d. Synertech Moulded Products, Inc.; a division of Oldcastle Precast. D. Fiberglass Handholes and Boxes: Molded of fiberglass-reinforced polyester resin, with covers of polymer concrete. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Basis-of-Design Product: Subject to compliance with requirements, provide a comparable product by one of the following: Loe) a. Carson Industries LLC. b. Christy Concrete Products. c. Nordic Fiberglass, Inc. E. High-Density Plastic Boxes: Injection molded of high-density polyethylene or copolymer- polypropylene. Cover shall be plastic. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: UNDERGROUND DUCTS DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16135 -9 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 3. Basis-of-Design Product: Subject to compliance with requirements, provide a comparable product by one of the following: a. Carson Industries LLC. b. —_ Nordic Fiberglass, Inc. Cc. PenCell Plastics. 2.5 PRECAST MANHOLES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: L. Carder Concrete Products. 2. Christy Concrete Products. Oldcastle Precast Group. tad 4. Riverton Concrete Products; a division of Cretex Companies, Inc. 5. Utility Vault Co. C. Coordinate first paragraph below with Drawings. D. Comply with ASTM C 858[, and with interlocking mating sections, complete with accessories, hardware, and features. 1. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks plus an additional 12 inches vertically and horizontally to accommodate alignment variations. a. Windows shall be located no less than 6 inches from interior surfaces of walls, floors, or roofs of manholes, but close enough to corners to facilitate racking of cables on walls. b. | Window opening shall have cast-in-place, welded wire fabric reinforcement for field cutting and bending to tie in to concrete envelopes of duct banks. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 10 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 2.6 2.7 c. | Window openings shall be framed with at least two additional No. 4 steel reinforcing bars in concrete around each opening. 2. Duct Entrances in Manhole Walls: Cast end-bell or duct-terminating fitting in wall for each entering duct. a. Type and size shall match fittings to duct or conduit to be terminated. b. Fittings shall align with elevations of approaching ducts and be located near interior corners of manholes to facilitate racking of cable. Concrete Knockout Panels: 1-1/2 to 2 inches thick, for future conduit entrance and sleeve for ground rod. Joint Sealant: Asphaltic-butyl material with adhesion, cohesion, flexibility, and durability properties necessary to withstand maximum hydrostatic pressures at the installation location with the ground-water level at grade. CAST-IN-PLACE MANHOLES Description: Underground utility structures, constructed in place, complete with accessories, hardware, and features. Include concrete knockout panels for conduit entrance and sleeve for ground rod. Materials: Comply with ASTM C 858 and with Division 3 Section "Cast-in Place Concrete." Structural Design Loading: As specified in Part3 "Underground Enclosure Application" Article. UTILITY STRUCTURE ACCESSORIES Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Bilco Company (The). 2. Campbell Foundry Company. 3. Carder Concrete Products. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 11 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 4. Christy Concrete Products. 5. East Jordan Iron Works, Inc. 6. | Elmhurst-Chicago Stone Co. 7. McKinley Iron Works, Inc. 8. Neenah Foundry Company. 9. NewBasis. 10. Oldcastle Precast Group. 11. Osburn Associates, Inc. 12. Pennsylvania Insert Corporation. 13. Riverton Concrete Products; a division of Cretex Companies, Inc.. 14. Strongwell Corporation; Lenoir City Division. r 15. Underground Devices, Inc. 16. Utility Concrete Products, LLC. 17. Utility Vault Co. 18. Wausau Tile, Inc. C. Manhole Frames, Covers, and Chimney Components: Comply with structural design loading specified for manhole. 1. Frame and Cover: Weatherproof, gray cast iron complying with ASTM A 48/A 48M, Class 30B with milled cover-to-frame bearing surfaces; diameter, 29 inches. a. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. b. Special Covers: Recess in face of cover designed to accept finish material in paved areas. 2. Cover Legend: Cast in. Selected to suit system. a. Legend: "ELECTRIC-LV" for duct systems with power wires and cables for systems operating at 600 V and less. @ UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 12 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS b. Legend: "ELECTRIC-HV" for duct systems with medium-voltage cables. c. Legend: "SIGNAL" for communications, data, and telephone duct systems. Manhole Chimney Components: Precast concrete rings with dimensions matched to those of roof opening. a. Mortar for Chimney Ring and Frame and Cover Joints: Comply with ASTM C 270, Type M, except for quantities less than 2.0 cu. ft. where packaged mix complying with ASTM C 387, Type M, may be used. Manhole Sump Frame and Grate: ASTM A 48/A 48M, Class 30B, gray cast iron. Pulling Eyes in Concrete Walls: Eyebolt with reinforcing-bar fastening insert, 2-inch- diameter eye, and 1-by-4-inch bolt. Working Load Embedded in 6-Inch, 4000-psi Concrete: 13,000-lbf minimum tension. Pulling Eyes in Nonconcrete Walls: Eyebolt with reinforced fastening, 1-1/4-inch- diameter eye, rated 2500-lbf minimum tension. Pulling-In and Lifting Irons in Concrete Floors: 7/8-inch- diameter, hot-dip galvanized, bent steel rod; stress relieved after forming; and fastened to reinforcing rod. Exposed triangular opening. Ultimate Yield Strength: 40,000-lbf shear and 60,000-Ibf tension. Bolting Inserts for Concrete Utility Structure Cable Racks and Other Attachments: Flared, threaded inserts of mnoncorrosive, chemical-resistant, nonconductive thermoplastic material; 1/2-inch ID by 2-3/4 inches deep, flared to 1-1/4 inches minimum at base. Tested Ultimate Pullout Strength: 12,000 Ibf minimum. Expansion Anchors for Installation after Concrete Is Cast: Zinc-plated, carbon-steel- wedge type with stainless-steel expander clip with 1/2-inch bolt, 5300-lbf rated pullout strength, and minimum 6800-lbf rated shear strength. Cable Rack Assembly: Steel, hot-dip galvanized, except insulators. Stanchions: T-section or channel; 2-1/4-inch nominal size; punched with 14 holes on 1-1/2-inch centers for cable-arm attachment. Arms: 1-1/2 inches wide, lengths ranging from 3 inches with 450-lb minimum capacity to 18 inches with 250-lb minimum capacity. Arms shall have slots along UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 13 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 2.8 K. ao full length for cable ties and be arranged for secure mounting in horizontal position at any vertical location on stanchions. Insulators: High-glaze, wet-process porcelain arranged for mounting on cable arms. Cable Rack Assembly: Nonmetallic. Components fabricated from nonconductive, fiberglass-reinforced polymer. Stanchions: Nominal 36 inches high by 4 inches wide, with minimum of 9 holes for arm attachment. Arms: Arranged for secure, drop-in attachment in horizontal position at any location on cable stanchions, and capable of being locked in position. Arms shall be available in lengths ranging from 3 inches with 450-lb minimum capacity to 20 inches with 250-Ib minimum capacity. Top of arm shall be nominally 4 inches wide, and arm shall have slots along full length for cable ties. Duct-Sealing Compound: Non-hardening, safe for contact with human skin, not deleterious to cable insulation, and workable at temperatures as low as 35 degrees F. Capable of withstanding temperature of 300 degrees F without slump and adhering to clean surfaces of plastic ducts, metallic conduits, conduit coatings, concrete, masonry, lead, cable sheaths, cable jackets, insulation materials, and common metals. Fixed Manhole Ladders: Arranged for attachment to wall, and floor of manhole. Ladder and mounting brackets and braces shall be fabricated from nonconductive, structural-grade, fiberglass-reinforced resin. Portable Manhole Ladders: UL-listed, heavy-duty fiberglass specifically designed for portable use for access to electrical manholes. Minimum length shall be equal to distance from deepest manhole floor to grade plus 36 inches. One required. Cover Hooks: Heavy duty, designed for lifts 60 Ibf and greater. Two required. SOURCE QUALITY CONTROL 1. Test and inspect precast concrete utility structures according to ASTM C 1037. Nonconcrete Handhole and Pull-Box Prototype Test: Test prototypes of manholes and boxes for compliance with SCTE 77. Strength tests shall be for specified tier ratings of products supplied. Tests of materials shall be performed by a independent testing agency. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 14 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 2. Strength tests of complete boxes and covers shall be by either an independent testing agency or the manufacturer. A qualified registered professional engineer shall certify tests by manufacturer. 3. Testing machine pressure gages shall have current calibration certification complying with ISO 9000 and ISO 10012, and traceable to NIST standards. PART 3 - EXECUTION 3.1 UNDERGROUND DUCT APPLICATION A. Ducts for Electrical Cables Over 600 V: RNC, NEMA Type EPC-80-PVC, in concrete-encased duct bank, unless otherwise indicated. B. Ducts for Electrical Feeders 600 V and Less: RNC, NEMA Type EPC-40-PVC, in concrete-encased duct bank, unless otherwise indicated. C. Ducts for Electrical Feeders 600 V and Less: RNC, NEMA Type EPC-80-PVC, in direct-buried duct bank, unless otherwise indicated. D. Ducts for Electrical Branch Circuits: RNC, NEMA Type EPC-40-PVC, in direct- buried duct bank, unless otherwise indicated. E. Underground Ducts for Telephone, Communications, or Data Utility Service Cables: RNC, NEMA Type EPC-40-PVC, in concrete-encased duct bank, unless otherwise indicated. F. Underground Ducts for Telephone, Communications, or Data Utility Service Cables: RNC, NEMA Type EPC-40-PVC installed in direct-buried duct bank, unless otherwise indicated. G. Underground Ducts Crossing Paved Paths, Walks, and Driveways, Roadways, and Railroads: RNC, NEMA Type EPC-40-PVC, encased in reinforced concrete. 3.2 UNDERGROUND ENCLOSURE APPLICATION A. — Handholes and Boxes for 600 V and Less, Including Telephone, Communications, and Data Wiring: 1. Units in Roadways and Other Deliberate Traffic Paths: Precast concrete. AASHTO HB 17, H-20 structural load rating. UNDERGROUND DUCTS DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16135 - 15 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS B. 3.3 3.4 A. 2. Units in Driveway, Parking Lot, and Off-Roadway Locations, Subject to Occasional, Non-deliberate Loading by Heavy Vehicles: Precast concrete, AASHTO HB 17, H-20 structural load rating. 3. Units in Sidewalk and Similar Applications with a Safety Factor for Non- deliberate Loading by Vehicles: Precast concrete, AASHTO HB 17, H-10 structural load rating. 4. Units Subject to Light-Duty Pedestrian Traffic Only: Fiberglass-reinforced polyester resin, structurally tested according to SCTE 77 with 3000-Ibf vertical loading. Manholes: Precast concrete. 1. | Units Located in Roadways and Other Deliberate Traffic Paths by Heavy or Medium Vehicles: H-20 structural load rating according to AASHTO HB 17. 2. Units Not Located in Deliberate Traffic Paths by Heavy or Medium Vehicles: H- 10 load rating according to AASHTO HB 17. EARTHWORK Excavation and Backfill: Comply with Division 2 Section "Earthwork," but do not use heavy-duty, hydraulic-operated, compaction equipment. Restore surface features at areas disturbed by excavation and reestablish original grades, unless otherwise indicated. Replace removed sod immediately after backfilling is completed. Restore areas disturbed by trenching, storing of dirt, cable laying, and other work. Restore vegetation and include necessary topsoiling, fertilizing, liming, seeding, sodding, sprigging, and mulching. Comply with Division2 Sections "Lawns and Grasses" and "Exterior Plants." Cut and patch existing pavement in the path of underground ducts and utility structures according to Division 1 Section "Cutting and Patching." DUCT INSTALLATION Slope: Pitch ducts a minimum slope of 1:300 down toward manholes and handholes and away from buildings and equipment. Slope ducts from a high point in runs between two manholes to drain in both directions. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 16 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS B. Curves and Bends: Use 5-degree angle couplings for small changes in direction. Use manufactured long sweep bends with a minimum radius of 48 inches, both horizontally and vertically, at other locations, unless otherwise indicated. C. Joints: Use solvent-cemented joints in ducts and fittings and make watertight according to manufacturer's written instructions. Stagger couplings so those of adjacent ducts do not lie in same plane. D. Duct Entrances to Manholes and Concrete and Polymer Concrete Handholes: Use end bells, spaced approximately 10 inches o.c. for 5-inch ducts, and vary proportionately for other duct sizes. 1. Begin change from regular spacing to end-bell spacing 10 feet from the end bell without reducing duct line slope and without forming a trap in the line. 2. Direct-Buried Duct Banks: Install an expansion and deflection fitting in each conduit in the area of disturbed earth adjacent to manhole or handhole. Geo Grout end bells into structure walls from both sides to provide watertight entrances. E. Coordinate design of concrete-encased duct banks approaching building wall penetrations with building structural design to support ducts at wall, without reducing structural or watertight integrity of building. Do not use steel conduit in highly corrosive soils. Coordinate with Drawings. F. Sleeves and sleeve seals for conduits penetrating building walls below grade are specified in Division 16 Section "Basic Electrical Materials and Methods." G. Building Wall Penetrations: Make a transition from underground duct to rigid steel conduit at least 10 feet outside the building wall without reducing duct line slope away from the building, and without forming a trap in the line. Use fittings manufactured for duct-to-conduit transition. Install conduit penetrations of building walls as specified in Division 16 Section "Basic Electrical Materials and Methods." H. Sealing: Provide temporary closure at terminations of ducts that have cables pulled. Seal spare ducts at terminations. Use sealing compound and plugs to withstand at least 15-psig hydrostatic pressure. I. Pulling Cord: Install 100-lbf- test nylon cord in ducts, including spares. J. Concrete-Encased Ducts: Support ducts on duct separators. 1. Separator Installation: Space separators close enough to prevent sagging and deforming of ducts, with not less than 4 spacers per 20 feet of duct. Secure UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 17 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS wo separators to earth and to ducts to prevent floating during concreting. Stagger separators approximately 6 inches between tiers. Tie entire assembly together using fabric straps; do not use tie wires or reinforcing steel that may form conductive or magnetic loops around ducts or duct groups. Concreting Sequence: Pour each run of envelope between manholes or other terminations in one continuous operation. a. Start at one end and finish at the other, allowing for expansion and contraction of ducts as their temperature changes during and after the pour. Use expansion fittings installed according to manufacturer's written recommendations, or use other specific measures to prevent expansion- contraction damage. b. If more than one pour is necessary, terminate each pour in a vertical plane and install 3/4-inch reinforcing rod dowels extending 18 inches into concrete on both sides of joint near corners of envelope. Pouring Concrete: Spade concrete carefully during pours to prevent voids under and between conduits and at exterior surface of envelope. Do not allow a heavy mass of concrete to fall directly onto ducts. Use a plank to direct concrete down sides of bank assembly to trench bottom. Allow concrete to flow to center of bank and rise up in middle, uniformly filling all open spaces. Do not use power- driven agitating equipment unless specifically designed for duct-bank application. Reinforcement: Reinforce concrete-encased duct banks where they cross disturbed earth and where indicated. Arrange reinforcing rods and ties without forming conductive or magnetic loops around ducts or duct groups. Forms: Use walls of trench to form side walls of duct bank where soil is self- supporting and concrete envelope can be poured without soil inclusions; otherwise, use forms. Minimum Space between Ducts: 3 inches between ducts and exterior envelope wall, 2 inches between ducts for like services, and 4 inches between power and signal ducts. Depth: Install top of duct bank at least 24 inches below finished grade in areas not subject to deliberate traffic, and at least 30 inches below finished grade in deliberate traffic paths for vehicles, unless otherwise indicated. Stub-Ups: Use manufactured duct elbows for stub-ups at poles and equipment and at building entrances through the floor, unless otherwise indicated. Extend concrete encasement throughout the length of the elbow. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 18 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 10. Stub-Ups: Use manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches of concrete. b. Stub-Ups to Equipment: For equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches from edge of base. Install insulated grounding bushings on terminations at equipment. Warning Tape: Bury warning tape approximately 12 inches above all concrete- encased ducts and duct banks. Align tape parallel to and within 3 inches of the centerline of duct bank. Provide an additional warning tape for each 12-inch increment of duct-bank width over a nominal 18 inches. Space additional tapes 12 inches apart, horizontally. K. Direct-Buried Duct Banks: Support ducts on duct separators coordinated with duct size, duct spacing, and outdoor temperature. Space separators close enough to prevent sagging and deforming of ducts, with not less than 4 spacers per 20 feet of duct. Secure separators to earth and to ducts to prevent displacement during backfill and yet permit linear duct movement due to expansion and contraction as temperature changes. Stagger spacers approximately 6 inches between tiers. Excavate trench bottom to provide firm and uniform support for duct bank. Prepare trench bottoms as specified in Division 2 Section "Earthwork" for pipes less than 6 inches in nominal diameter. After installing first tier of ducts, backfill and compact. Start at tie-in point and work toward end of duct run, leaving ducts at end of run free to move with expansion and contraction as temperature changes during this process. Repeat procedure after placing each tier. After placing last tier, hand-place backfill to 4 inches over ducts and hand tamp. Firmly tamp backfill around ducts to provide maximum supporting strength. Use hand tamper only. After placing controlled backfill over final tier, make final duct connections at end of run and complete backfilling with normal compaction as specified in Division2 Section "Earthwork." Delete subparagraph below if dimensioned duct sections are shown on Drawings. Install ducts with a minimum of 3 inches between ducts for like services and 6 inches between power and signal ducts. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 19 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 7. Requirements in first subparagraph below exceed NFPA 70. Retain for conservative design. 8. Depth: Install top of duct bank at least 36 inches below finished grade, unless otherwise indicated. 9. Set elevation of bottom of duct bank below the frost line. 10. Direct-buried, PVC duct elbows in first subparagraph below are particularly vulnerable to damage by pulling lines when cable pulling tensions are high. Rigid steel conduit elbows are sometimes specified for these stub-ups to prevent such damage. However, concrete encasement of PVC duct elbows, together with reduced pulling tensions, is also used in these situations. Pulling tensions can be reduced by making duct runs from the closest manhole or handhole as short as possible and arranging duct banks so stub-up elbows have the longest possible radius. 5-inch (125-mm) duct elbows are available in standard radii of 24, 36, 48, and 60 inches (300, 900, 1200, and 1500 mm) and greater. Coordinate with Drawings and see Editing Instruction No. 3 in the Evaluations. 11. Retain one of first two subparagraphs and associated subparagraphs below to specify type of stub-ups for direct-buried ducts in Project. © 12. Install manufactured duct elbows for stub-ups at poles and equipment and at building entrances through the floor, unless otherwise indicated. Encase elbows for stub-up ducts throughout the length of the elbow. 13. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches of concrete. b. For equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches from edge of equipment pad or foundation. Install insulated grounding bushings on terminations at equipment. 14. Warning Planks: Bury warning planks approximately 12 inches above direct- buried ducts and duct banks, placing them 24 inches o.c. Align planks along the width and along the centerline of duct bank. Provide an additional plank for each 12-inch increment of duct-bank width over a nominal 18 inches. Space additional planks 12 inches apart, horizontally. @ UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 20 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 3.5 INSTALLATION OF CONCRETE MANHOLES, HANDHOLES, AND BOXES A. _ Cast-in-Place Manhole Installation: 1. Finish interior surfaces with a smooth-troweled finish. 2. | Windows for Future Duct Connections: Form and pour concrete knockout panels 1-1/2 to 2 inches thick, arranged as indicated. Cast-in-place concrete, formwork, and reinforcement are specified in Division 3 Section "Cast-in-Place Concrete." Go B. Precast Concrete Handhole and Manhole Installation: 1. Comply with ASTM C 891, unless otherwise indicated. 2. Install units level and plumb and with orientation and depth coordinated with connecting ducts to minimize bends and deflections required for proper entrances. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from |-inch sieve to No. 4 sieve and compacted to same density as adjacent undisturbed earth. vs) C. Elevations: 1. Manhole Roof: Install with rooftop at least 15 inches below finished grade. 2 Manhole Frame: In paved areas and trafficways, set frames flush with finished grade. Set other manhole frames 1 inch above finished grade. 3. Install handholes with bottom below the frost line. 4. Handhole Covers: In paved areas and trafficways, set surface flush with finished grade. Set covers of other handholes 1 inch above finished grade. 5. Where indicated, cast handhole cover frame integrally with handhole structure. D. Drainage: Install drains in bottom of manholes where indicated. Coordinate with drainage provisions indicated. E. Manhole Access: Circular opening in manhole roof; sized to match cover size. 1. | Manholes with Fixed Ladders: Offset access opening from manhole centerlines to align with ladder. 2. — Install chimney, constructed of precast concrete collars and rings to support frame and cover and to connect cover with manhole roof opening. Provide moisture- tight masonry joints and waterproof grouting for cast-iron frame to chimney. UNDERGROUND DUCTS DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16135 - 21 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS 3.6 Waterproofing: Apply waterproofing to exterior surfaces of manholes and handholes after concrete has cured at least three days. After ducts have been connected and grouted, and before backfilling, waterproof joints and connections and touch up abrasions and scars. Waterproof exterior of manhole chimneys after mortar has cured at least three days. Dampproofing: Apply dampproofing to exterior surfaces of manholes and handholes after concrete has cured at least three days. Dampproofing materials and installation are specified in Division 7 Section "Bituminous Dampproofing." After ducts have been connected and grouted, and before backfilling, dampproof joints and connections and touch up abrasions and scars. Dampproof exterior of manhole chimneys after mortar has cured at least three days. Coordinate paragraph below with Drawings. Delete second option if nonmetallic cable racks are specified. Hardware: Install removable hardware, including pulling eyes, cable stanchions, and cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Fixed Manhole Ladders: Arrange to provide for safe entry with maximum clearance from cables and other items in manholes. Field-Installed Bolting Anchors in Manholes and Concrete Handholes: Do not drill deeper than 3-7/8 inches for manholes and 2 inches for handholes, for anchor bolts installed in the field. Use a minimum of two anchors for each cable stanchion. Warning Sign: Install "Confined Space Hazard" warning sign on the inside surface of each manhole cover. INSTALLATION OF HANDHOLES AND BOXES OTHER THAN PRECAST CONCRETE Install handholes and boxes level and plumb and with orientation and depth coordinated with connecting ducts to minimize bends and deflections required for proper entrances. Use box extension if required to match depths of ducts, and seal joint between box and extension as recommended by the manufacturer. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2-inch sieve to No. 4 sieve and compacted to same density as adjacent undisturbed earth. UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 22 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS C. Elevation: In paved areas and traffic ways, set so cover surface will be flush with finished grade. Set covers of other handholes | inch above finished grade. D. Install handholes and boxes with bottom below the frost line. E. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables, but short enough to preserve adequate working clearances in the enclosure. F. Field-cut openings for ducts and conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed. G. For enclosures installed in asphalt paving and subject to occasional, nondeliberate, heavy-vehicle loading, form and pour a concrete ring encircling, and in contact with, enclosure and with top surface screeded to top of box cover frame. Bottom of ring shall rest on compacted earth. 1. Concrete: 3000 psi, 28-day strength, complying with Division 3 Section "Cast-in- Place Concrete," with a troweled finish. 2. Dimensions: 10 inches wide by 12 inches deep. 3.7 GROUNDING A. Ground underground ducts and utility structures according to Division 16 Section "Grounding and Bonding." 3.8 FIELD QUALITY CONTROL A. Perform the following tests and inspections and prepare test reports: 1. Demonstrate capability and compliance with requirements on completion of installation of underground ducts and utility structures. 2. Pull aluminum or wood test mandrel through duct to prove joint integrity and test for out-of-round duct. Provide mandrel equal to 80 percent fill of duct. If obstructions are indicated, remove obstructions and retest. UNDERGROUND DUCTS DATE: 9/16/2013 @ OKALOOSA COUNTY WATER AND SEWER 16135 - 23 SECTION 16135 Russell Stephenson - Electrical Manhole Rehabilitation UNDERGROUND DUCTS ? 3. Test manhole and handhole grounding to ensure electrical continuity of grounding and bonding connections. Measure and report ground resistance as specified in Division 16 Section "Grounding and Bonding." B. Correct deficiencies and retest as specified above to demonstrate compliance. 3.9 CLEANING A. Pull leather-washer-type duct cleaner, with graduated washer sizes, through full length of ducts. Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts. B. Clean internal surfaces of manholes, including sump. Remove foreign material. END OF SECTION UNDERGROUND DUCTS DATE: 9/16/2013 OKALOOSA COUNTY WATER AND SEWER 16135 - 24 UNDERGROUND ELECTRICAL MANHOLE REHAB PROJECT RUSSELL STEPHENSON WRF, OKALOOSA COUNTY DATE: September 30, 2013 BID #: WS 03-14 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS: ELECTRICAL MANHOLE REHAB Russell Stephenson WRF Project Okaloosa County Water and Sewer System Okaloosa County, Florida To All Document Holders: The following changes, additions, and or deletions are hereby made a part of the Bidding Documents for the Underground Electrical Manhole Rehabilitation Project for the Russell Stephenson WRF, Bid # WS 03-14 as fully and completely as if the same were fully set forth therein: CONTRACT DOCUMENTS NOTICE TO BIDDERS 1) BID DATE a. CHANGE -The bid date from October 3, 2013 @ 3:05 PM to October 10, 2013 @ 3:05 PM. Please replace the previous Notice to Bidders with the attached revised document. The bid opening location and delivery location will remain the same. SPECIFICATIONS 00500 —- STANDARD AGREEMENT 2) ARTICLE 4 - CONTRACT TIME DELETE -Section 4.02.A in its entirety and replace with the following in its place: 4.02.A The Work shall be substantially completed within 90 calendar days from the date the Notice to Proceed is issued as provided in paragraph 2.03 of the General Conditions. The 90 days shall also include a maximum 10 calendar days for Owner submittal review. All Work shall be completed and ready for final payment in accordance with paragraph 14.07.B of the General Conditions within 120 days from the date when the Contract Time commences to run. ADDENDUM NO. 1 Project No. 100100.72 Revised: 9/30/2013 UNDERGROUND ELECTRICAL MANHOLE REHAB PROJECT RUSSELL STEPHENSON WRF, OKALOOSA COUNTY DRAWINGS 1. Sheet E-4 has been revised to show the location of the new 2” PVC sump drain line. The sump drain line is to be routed underground from each manhole back to the existing site drain manhole located near electrical manhole #1. 2. Sheet E-5 has been updated to show the location of the existing chlorine solution line. The existing solution line must remain in service during construction and shall be required to be supported at a minimum of every 6’. In addition, the sheet has been updated to show the replacement of the following: a. Existing manhole light fixture, conductor, weatherproof cover, housing, and switch b. Existing receptacle, conductors, weatherproof cover, and housing 3. Sheet E-6 has been updated to show the location of the new 2” PVC sump drain header in the conduit and conductor details. PRE-BID QUESTIONS AND RESPONSES 1. Does the installation of the three new electrical conduits encompass all electrical conduits to be replaced under this contract? No. All conduits that have been identified for replacement on sheet E-6 shall be replaced or repaired and shall not be considered as one of the three new conduits that shall be installed. The intent of the three new conduits is to provide the Contractor a means to transition conductors between the manholes to facilitate the staging that shall be required for the installation. . Will splices be allowed inany of the manholes? Splices shall be allowed in circuits or conductor runs that transition to small diameter conduit and conductors that serve r individual pieces of process equipment. All splices shall be made with waterproof epoxy splice kits manufactured by 3M or Engineer approved equal. Please clarify the routing and size of the sump pump discharge line. The contractor shall be required to run a common 2” PVC sump pump discharge header between manholes 1, 2, 3, and the existing plant drain manhole. Each connection to the header in the electrical manholes shall be provided with check valves. How thick should the polyurethane coating be applied? 125 mils What are the plant operating hours? Monday through Friday 6am — 2pm. The drawings indicate that the entire manhole exterior is to be coated, does the bottom need to be coated? No. 7. Does the manhole gasket need to be replaced? The existing manhole gasket shall remain and the areas allowing the water infiltration shall be repaired. 8. Should a conduit marker be utilized to indicate the location of the new underground ducts? Yes. A standard concrete utility marker may be utilized which indicates ‘DANGER UNDERGROUND ELECTRIC CABLES’ N wo ook ADDENDUM NO. 1 Project No. 100100.72 Revised: 9/30/2013 UNDERGROUND ELECTRICAL MANHOLE REHAB PROJECT RUSSELL STEPHENSON WRF, OKALOOSA COUNTY All Plan Holders shall acknowledge receipt and acceptance of Addendum No. 1 in the Proposal or by submitting the executed Addendum to Constantine Engineering prior to Proposal Submittal. Constantine Engineering [/Signed// Joey G. Crews Receipt acknowledged and conditions agreed to this 10th day of October 2012 Bill Smith Electric, Inc. BIDDER fl. UG Bill Smith, President By i “CO 7 , END OF ADDENDUM NO. 1 ADDENDUM NO. 1 Project No. 100100.72 Revised: 9/30/2013 UNDERGROUND ELECTRICAL MANHOLE REHAB PROJECT RUSSELL STEPHENSON WRF, OKALOOSA COUNTY DATE: October 3, 2013 BID #: WS 03-14 ADDENDUM NO. 2 TO THE CONTRACT DOCUMENTS: ELECTRICAL MANHOLE REHAB Russell Stephenson WRF Project Okaloosa County Water and Sewer System Okaloosa County, Florida To All Document Holders: The following changes, additions, and or deletions are hereby made a part of the Bidding Documents for the Underground Electrical Manhole Rehabilitation Project for the Russell Stephenson WRF, Bid # WS 03-14 as fully and completely as if the same were fully set forth therein: CONTRACT DOCUMENTS SPECIFICATIONS 1. Specification section 00300 Bid Proposal has been updated to include a deductive alternative option for the interior coating of the electrical manholes in lieu of the exterior coating as shown in the project plans. 2. Specification section 01010 Summary of Work has been updated to include the requirements for the deductive alternate (interior electrical manhole coating). PRE-BID QUESTIONS AND RESPONSES 1. Could the coating system be applied to the interior of the electrical manholes in lieu of the exterior? Application of the coating system to the interior of the electrical manholes can be submitted with the bid as a deductive alternate. See the revised Summary of Work specification issued in this addendum for details. 2. Will an electrical permit be required for the proposed work? Okaloosa County Growth Management indicates - Electrical Permit: Electrical work requiring disconnect of primary service from equipment and re-pulling primary service wires will require submittal of sketch drawing by Contractor showing work to be performed for review and fee determination; Fee will be evaluated during work review and may be waived if not required. No permit required for general manhole coating or interior reconnects. 3. During the transition period will temporary power be required to the existing load being re-fed? The contractor shall have provisions available to temporarily power any of the loads that have been taken offline in the event that the load can’t be re-fed in the schedule downtime window. The contractor may utilize SO style cable that has temporarily been installed above grade (in areas where personnel and equipment traffic don’t routinely occur). All temporary power cables installed in personnel or equipment traffic areas shall be protected from damage: ADDENDUM NO. 2 Project No. 100100.72 Revised: 10/4/2013 UNDERGROUND ELECTRICAL MANHOLE REHAB PROJECT RUSSELL STEPHENSON WRF, OKALOOSA COUNTY 4. Will the requirement for the dewatering system to be designed and sealed by a Florida PE be maintained for this project? Based on the size and scope of the dewatering associated with this project the requirement for the Florida PE shall be relieved. However, the Contractor shall be required to submit a detailed dewatering plan and equipment breakdown for approval prior to commencement of any dewatering functions. All Plan Holders shall acknowledge receipt and acceptance of Addendum No. 1 in the Proposal or by submitting the executed Addendum to Constantine Engineering prior to Proposal Submittal. Constantine Engineering /Siqned/ Joey G. Crews Receipt acknowledged and conditions agreed to this 10th _dayof October , 2013 Bill Smith Electric, Inc. BIDDER Bill Smith, President END OF ADDENDUM NO. 2 ADDENDUM NO. 2 Project No. 100100.72 Revised: 10/4/2013 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL SECTION 00300 - BID PROPOSAL Place, OKaloosa County Date 10 October 2013 Project No. 03-2014 Proposal of Bill Smith Electric, Inc. (hereinafter called "Bidder") *a corporation, organized and existing under the laws of the State of Florida *q partnership, or an individual doing business as to the Okaloosa County (hereinafter called "OWNER"). 1.01 2.01 3.01 The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Bidding Documents for the Bid Price(s) and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for thirty-five (35) days after the day of Bid Opening. BIDDER will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) days after the date of OWNER'S Notice of Award. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: A. BIDDER has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda receipt of all which is hereby acknowledged: (List Addenda by Addendum Number and Date) Addendum 1 9/30/2013 Addendum 2 10/3/2013 * Insert Corporation, Partnership or Individual as applicable. BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 1 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL B. BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance of the Work; BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance of the Work. BIDDER has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the site, if any, and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents, BIDDER is aware of the general nature of Work to be performed by OWNER and others at the site that relates to the Work as indicated in the Bidding Documents. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the Bidding Documents and all additional examinations, investigations, explorations, tests, studies and data with the Bidding Documents. BIDDER has given ENGINEER written notice of all conflict, errors, ambiguities or discrepancies that BIDDER has discovered in the Bidding Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 2 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4.01 This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): BASE BID — RUSSELL STEPHENSON ELECTRICAL MANHOLE REHABILITATION PROJECT Items 1 - ELECTRICAL MANHOLE RENABILITATION Price shall include the complete rehabilitation of the existing manhole structures to prevent groundwater infiltration under normal site conditions. This shall include the repair of damaged electrical conduit entries, repair of damaged manhole concrete, and exterior polyurethane coating. Item 2— DEWATERING SYSTEM Price includes the complete installation and removal of a dewatering system to prevent groundwater infiltration of excavation zones identified on drawings. System shall he installed in sequence with shoring system and include pumps, well points headers, discharge piping and filtration bag. Item 3— ELECTRICAL CONDUIT AND CONDUCTOR REPLACEMENT The price shall include all material and labor required to replace/repair the damaged underground electrical conduit and to replace the electrical conductors as detailed in the project documents. Item 4— HIGH LEVEL MONITORING SYSTEM The price for the high level monitoring system shall be comprised of all material and labor required to install new high level floats in each of the existing electrical manholes, and to modify the existing plant control panel for the addition of the high level light, alarm horn, reset pushbutton, and alarm reset pushbutton. ADDITIVE ALTERNATE —- MANHOLE SUMP PUMP REPLACEMENT Item 5~- MANHOLE SUMP PUMPS BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 3 ADDENDUM 2 SECTION 00300 Russel! Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL Price includes the replacement manhole sump pumps located in electrical manholes 1, 2, and 3. The price shall be inclusive of the pumps and accessories required for the operation of the sump pump. DEDUCTIVE ALTERNATE — INTERIOR MANHOLE COATING Item 6 —- INTERIOR MANHOLE COATING . This shall be the deductive price for performing the coating system to the manhole interior in lieu of the exterior. NOTE: BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. BASE BID (Items 1) - RUSSELL STEPHENSON WRF- Electrical Manhole Modifications ITEM | QTY DESCRIPTION UNIT EXT. PRICE PRICE 1 1 LS | Electrical Manhole Rehabilitation — Concrete manhole repair, damaged conduit 170,424.00) 170,424.00 entries, and exterior polyurethane coating 2 1 | LS | Dewatering System — Pumps, piping, filters and well points for removing groundwater @ from electrical manhole excavation zones 54,554.00|54,554.00 required to accomplish the manhole rehabilitation. 3 1 |LS| Electrical conduit and conductor replacement ~— Price shall include all material and labor required to replace the j47,158.00/47,158.00 damaged underground electrical conduit and the replacement of the electrical conductors as detailed in the project documents. 4 1 LS | High level monitoring system — Price shall include the material and labor required to install the high level floats in the existing electrical manholes and well as modify the existing plant control panel to house the electrical manhole high level alarm light and horn. TOTAL BASE BID (ITEMS 1-4) $ 280,636.00 8,500.00 {8,500.00 ADDITIVE ALTERNATE (Item 5) 5 1 EA | Manhole sump pump replacement — Price | 10,995.00 | $10,995 . 0 BID PROPOSAL @ OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 4 ADDENDUM 2 SECTION 00300 BID PROPOSAL Russell Stephenson - Electrical Manhole Rehabilitation shall include three electrical manhole replacement pumps and accessories required for operation of the sump pumps (i.e. float controls, check valve, etc). TOTAL ALTERNATE BID (ITEM 5) § 10,995.00 6 1 LS DEDUCTIVE ALTERNATE (Item 6) Ss epenmaneemennes ane Interior Coating of Electrical Manhole — Price shall include the total deductive amount for the coating of the electrical manhole interior. TOTAL DEDUCTIVE BID (ITEM 6) $ 90,424.00 | TOTAL LUMP SUM BID (ITEMS 1-6) | $201,207.00 @ govern. The Bidder hereby proposes to accept full payment for completion of the Project the amounts computed under the provisions of the Contract Documents and based on the following lump sum amount. The Bidder agrees that the lump sum prices represent a true measure of the labor and materials required to perform the work, including the allowances for overhead and profit for each unit of the work called for in these Contract Documents. The Lump Sum (LS) shall be shown in both figures and words. In case of discrepancy, the amount in words shall The Bidder agrees to accept as full payment for the lump sum work proposed under this Project, as herein specified and as shown on the Drawings, the following amount: LUMP SUM BASE BID AMOUNT CTEMS 1-4) IS WRITTEN AS: Two hundred eighty thousand six hundred thirty six Dollars and 00 Cents $ 280,636.00 BID PROPOSAL @ OKALOOSA COUNTY WATER AND SEWER 00300 - 5 ADDENDUM 2 DATE: 10/4/2013 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL LUMP SUM ALTERNATE BID AMOUNT (ITEM 5) IS WRITTEN AS: Ten Thousand nine hundred ninety five Dollars and 00 Cents $10,995.00 LUMP SUM DEDUCTIVE BID AMOUNT (ITEM 6) IS WRITTEN AS: Ninety thousand four hundred twenty four Dollars and 00 Cents $90,424.00 TOTAL LUMP SUM BID AMOUNT (ITEMS 1-6) IS WRITTEN AS: Two hundred one thousand two hundred sevenppllars and 09 Cents $201,207.00 BID PROPOSAL © OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 6 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL 6.01 Bidder agrees that the Work will be substantially complete within a number of calendar days specified in the Article 4 of Section 00500 of the Agreement (90 days) after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with the paragraph 14.07.B of the General Conditions within a number of calendar days to be determined per Work Order after the date when the Contract Times commence to run. 6.02 Bidder accepts the provisions as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Article 4 of Section 00500 of the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid security in the form of bid bond. (see attached) 8.0 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. SUBMITTED ON _10 October 2013 State Contractor License No. EC0003007 IF BIDDER IS: An Individual Name (typed or printed): By: (SEAL) (Individual’s Signature) Doing Business as: Business address: Phone No.: FAX No:: BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 7 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation @ BID PROPOSAL A Partnership Partnership Name: (SEAL) By: (SEAL) (Signature of General Partner) Name (typed of printed): Business address: Phone No:: FAX No.: A Corporation Corporation Name: _ Bill Smith Electric, Inc. (SEAL) State of Incorporation: _ Florida By: (SEAL) @ (Sighature of Person Authorized to Sign) Name (typed of printed): Bill Smith Title: President Atte cg ( Signature of Corporate Secretary) Business address: PO Box 1057, Gonzalez, FL 32560 Phone No.: (850) 968-6500 FAX No.: (850) 937-8113 Date of Qualification to do business is__23_ September 1983 OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 8 ADDENDUM 2 @ BID PROPOSAL SECTION 00300 BID PROPOSAL A Joint Venture Joint Venture Name: Russell Stephenson - Electrical Manhole Rehabilitation (SEAL) By: (SEAL) Name (typed of printed): Title: (Signature of Person Authorized to Sign) Business address: Phone No.: FAX No.: Joint Venture Name: (SEAL) By: (SEAL) Name (typed or printed): Title: (Signature of Person Authorized to Sign) Business address: Phone No.: FAX No.: Phone and FAX Number, and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture shall be in the manner indicated above.) END OF SECTION 00300 BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 9 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "A" CERTIFICATION OF BIDDER REGARDING TRENCH SAFETY This certification is required pursuant to the Trench Safety Act, Chapter 90-96, Florida Statutes regarding Trench Safety. The Act specifically incorporates the Occupational Safety and Health Administration's excavation safety standards, 29 CFR S. 1926.650 Subpart P as the state standard. Any revisions to OSHA's safety standards that are consistent with the Florida Statutes shall also be complied with upon its effective date. The Act requires that any bidder or prospective contractor, or any of their proposed subcontractors, shall provide written assurance that the contractor will comply with the applicable trench safety standards. NAME AND ADDRESS OF BIDDER (Include Zip Code) Bill Smith Electric, Inc. PO Box 1087 Gonzalez,FL 32560 1. Bidder agrees that he is aware of the Trench Safety Act and the requirements of the Act. Le ~ [C1 2. Bidder agrees comply with all applicable trench safety standards as set forth in the Act and as referenced in the Act. YES | NO [| NAME AND TITLE OF SIGNER (Please Print or Type) Bill Smith, President SIGNATURE: DATE: 10/10/13 BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 10 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "B" CONFLICT OF INTEREST DISCLOSURE FORM For purposes of determining any possible conflict of interest, all bidders/proposers must disclose if any , employee(s), elected official(s), or if any of its' agencies is also an owner, corporate officer, agency, employee, etc., of their business. Indicate either "YES" (a county employee, elected official, or agency is also associated with your business), or "NO." If yes, give persons name(s) and position(s) with your business. YES NO_ xX NAME(S) and POSITIONS(S): FIRM NAME: 8:11 Smith Electric, Inc. BY (printed); __ Bi 11. Smith BY (signature): TITLE: President ADDRESS: PO Box 1057, Gonzalez, FL 32560 PHONE: (850) 968-6500 BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER. DATE: 10/4/2013 00300 - 11 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "C" DRUG-FREE WORKPLACE CERTIFICATION THE BELOW SIGNED BIDDER CERTIFIES that it has implemented a drug-free workplace program. In order to have a drug-free workplace program, a business shall: l. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection 1. In the statement specified in subsection 1, notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. Impose a sanction on, or require the satisfactory participation in drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is convicted. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 12 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. DATE: 10/10/2013 SIGNATURE: COMPANY:Bill Smith Electric NAME: Bi ADDRESS: PO Box 1057 (Typed or Printed) Gonzalez, FL 32560 Smith TITLE: President PHONE: _(850) 968-6500 BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 13 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "D" INDEMNIFICATION AND HOLD HARMLESS To the fullest extent permitted by law, CONTRACTOR shall indemnify hold harmless OWNER, its officers and employees from liabilities, damages, losses, and costs including but not limited to reasonable attorney fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the CONTRACTOR and other persons employed or utilized by the CONTRACTOR in the performance of this Agreement. Bill Smith Electric, Inc. Bidder's Company Name 1095 Hidden Terrace Drive Cantonment, FL 32533 Physical Address PO Box 1057 Gonzalez, FL 32560 Mailing Address (850) 968-6500 Phone Number (850) 324-4712 Cellular Number 10 October 2013 Date BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER 00300 - 14 ADDENDUM 2 , a Authorized Signature — Manual Bill Smith Authorized Signature — Typed President Title (850) 937-8113 FAX Number (850) 324-2806 After-Hours Number(s) DATE: 10/4/2013 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "E" FEDERAL E-VERIFY COMPLIANCE CERTIFICATION In accordance with Okaloosa County Policy and Executive Order Number 11-116 from the office of the Governor if the State of Florida, Proposer hereby certifies that the U.S. Department of Homeland Security’s E-Verify system will be used to verify the employment eligibility of all new employees hired by the contractor during the contract term, and shall expressly require any subcontractors performing work or providing services pursuant to the contact to likewise utilize the U.S. Department of Homeland Securities E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term; and shall provide documentation such verification to the COUNTY upon request. As the person authorized to sign this statement, I certify that this company complies/will comply fully with the above requirements. DATE: 10 October 2013 SIGNATURE: Z A COMPANY: Bill Smith Electric, Inc. yayp-Bill Smith ADpRESS: PO Box 1057 ritte: President Gonzalez, FL 32560 E-MAIL: J@ke@billsmithelectric.com PHONE No.: (850) 968-6500 BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 15 ADDENDUM 2 SECTION 00300 Russell Stephenson - Electrical Manhole Rehabilitation BID PROPOSAL ATTACHMENT "F" “NO CONTACT CLAUSE” The Okaloosa County Board of County Commissioners have established a solicitation silence policy (No Contact Clause) that prohibits oral and written communication regarding all formal solicitations for goods and services (formal bids, Request for Proposals, Requests for Qualifications) issued by the Board through the County Purchasing Department. The period commences when the procurement document is received and terminates when the Board of County Commissioners approves an award. When the solicitation silence period is in effect, no oral or written communication is allowed regarding the solicitation between prospective bidders/proposers and members of the Board of County Commissioners, the County Administrator or members of the Board Approved Review Committee. All questions or requests for information regarding the solicitation must be directed to the designated Purchasing Representative listed in the solicitation. Any information thought to affect the committee or staff recommendation submitted after bids are due, should be directed to the Purchasing Director or his appointed representative. It shall be the Purchasing Director’s decision whether to consider this information in the decision process. Any attempt by a vendor/proposer to influence a member or members of the aforementioned shall be grounds to disqualify the proposer from consideration during the selection process. All proposers must agree to comply with this policy by signing the following statement and including it with their submittal. representing Bill Smith Electric, Inc. Signature "oa OL Company Name I Hereby agree to abide by the County’s “No Contact Clause” and understand violation of this policy shall result in disqualification of my proposal/submittal. BID PROPOSAL OKALOOSA COUNTY WATER AND SEWER DATE: 10/4/2013 00300 - 16 ADDENDUM 2