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2000-48 "( . , e 8 AGREEMENT THIS AGREEMENT made this ::PI sr day of /'lot/f,.../x/L , 2000 by and between City of Clermont hereinafter called "OWNER" and Water Services, Inc. dba Ellis Well Drillinq doing business as (an individual), or a partnership), or (a corporation) hereinafter called "CONTRACTOR". W7TNESSETB: That for and in consideration of the payments and agreements hereinafter mentioned: Article 1: The CONTRACTOR will commence and complete the project of Hancock Park Irr~qation Pump and Pump Control Station. Article 2: The CONTRACTOR will furnish all material, supplies, tools, equipment, labor and other services necessary for the construction and completion of the project described herein. Article 3: The CONTRACTOR will commence the work required by the Contract Documents within TEN (10) ~alendar days after the date of the NOTICE TO PROCEED and will complete the same within Thirty (30) calendar days unless the period for completion is extended otherwise by the CONTRACT DOCUMENTS. The CONTRACTOR further agrees to pay as liquidated damages the some of a Dollars ($ a ) per calendar day beyond the date of completion. Article 4: The CONTRACTOR agrees to perform all of the work described in the Contract Documents and comply with the terms therein for the sum of Nineteen Thousand Six Hundred Ninety and 00/100 Dollars. ($19,690.00) 15 8 8 Article 5: The term "CONTRACT DOCUMENTS" means and includes the Following: Advertisement for Bids Information for Bidders BID For & Schedule Specifications Public Entity Crimes NOTICE OF AWARD AGREEMENT NOTICE TO PROCEED Final Release of Lien General Requirements Area Map Bid Bond Performance Bond Major Contractors & Supplier Form Payment Bond Site Work As prepared by City of Clermont specifications. Article 6. This agreement shall be binding upon all parties hereto and their respective heir, executors, administrator, successors, and assigns. 16 , . 8 8 IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in 4 (No. of copies), each of which shall be deemed an original on the date first written above. OWNER: City of Clermont P.O. Box 120219 &?!£ 347: yne Saunders Please type City Manaqer BY: NAME: TITLE: (SEAL) 9:~ NAME: Joe an Zile TITLE: Finance Director lis Well Drilling BY: NAME: William L. Sima.. Jr. Please type TITLE: PresidpJ1t (SEAL) ATTEST: NAME: TITLE: Vice President 17 ..- ,- 8 8 SPECIFICATIONS FOR HANCOCK PARK IRRIGATION PUMP AND PUMP CONTROL STATION 1 . Scope This specification covers a deep well submersible turbine pump with above ground discharge and furnished with suitable driver and accessories as specified herein. The pumping unit shall be designed and furnished in accordance with the latest hydraulic institute and AWWA specifications for submersible turbine pumps. 2. Service Conditions The pump shall be designed and constructed to operate satisfactorily with a reasonable service life, when installed in typical continuous turbine pump application. The pump shall be the product of, and manufactured by Goulds Pumps, Inc. Other manufacturers will be considered providing the unit offered is an approved equal in all respects to the brand and model preferred by the customer. Factory pump curves for alternate pumps shall be submitted with the bid. 3. Operating Conditions Design conditions: ..-.-.-.-.-.-.-.-.-.-.... .._._._..250 Design head: ..-.-..........-.......-.-... ........-....-... ..-... .415 Minimum pump efficiency of: ..-...... .._._..79. 1 Maximum allowable speed: ...........-.-.-.... 3450 RPM Liquid to be pumped: .'-".'."-'-'-".".. ..-... . Wa ter Pump bowl setting: ........-.-.......-.......-......... . .215 Feet Well diameter 1. D. .....-....-.......-............ . ....10 Inches Gallons per minute Feet total dynamic head (TDH) Percent 4. Pump Construction A. Bowl assembly: the intermediate bowls, and discharge adapter shall be flanged type constructed from close grained cast iron, and shall conform to ASTM designation A48, class 30. They shall be free from sand holes, blow holes, or other faults and must be accurately machined and fitted to close tolerances. The intermediate bowls shall have vitra glass lined waterways for maximum efficiency an wear protection. All intermediate bowls shall be of identical design for interchangeability. A thrust ring shall be above the top impeller to prevent excessive vertical upthrust. Threaded intermediate bowls will be allowed on bowl sizes 8" and smaller. To ensure quality and consistency of product, cast iron components must be produce in a foundry owned by the pump manufacturer. B. Impellers: the impellers shall be constructed from ASTM B584 Silicon Bronze and shall be the enclosed type. They shall be free from defects and must be accurately cast, machined, balanced, and filled for optimum performance and minimum vibration. Impellers are to be standard product of the pump manufacturer and not contain special workmanship to temporarily increase efficiency. They shall be securely fastened to the bowl shaft with taper locks of C1045 steel. 20 8 8 C The discharge adapter shall be provided with a non-soluble grease packed bronze bearing, extending through the top bowl into the through the discharge adapter and topped with a threaded cast iron cap or plug to protect the bearing from abrasives. The adapter should be such that the bearing can be easily removed through the top of the adapter housing. D The inlet motor adapter shall be a minimum of class 40 cast iron and shall contain an extra long bronze bearing. The inlet area shall have a net open area of at least four times the eye of the impeller and shall be protected with a 304 stainless steel screen. E. Wear rings: pumps 6" and larger shall be fitted with replaceable wear rings of bronze material in the motor adapter and intermediate bowls. Wear rings shall have the minimum practical clearance to the mating cylindrical surface of the impeller to provide adequate sealing independent of vertical positioning of the impellers. F. The bowl shaft shall be constructed from stainless steel ASTM A582 Type 416 stainless steel. G. The motor coupling shall be of stainless steel and shall confirm to NEMA specifications and be capable of transmitting the total torque and total thrust of the bowl assembly in either direction of rotation. 5. Column Pipe The column pipe shall be 6 inch schedule 40 galvanized steel pipe in 21 feet lengths, to a depth of 210 + or - feet below ground level. Inside diameter of the pipe shall be such that the head losses shall not be over 5 feet per 100 feet of pipe. Pipe shall be connected with galvanized threaded sleeve type steel couplings. 6. Submersible Cable Pump cable shall be #4 sized flat wire to limit the voltage drop to no more than 5%. The cable shall have three separate conductors and a ground and shall be included in a single continuous jacketed assembly. The insulation shall be water and oil resistant, and suitable for continuous immersion. The cable should be the length of the column pipe plus 25 feet to extend from the well plate to "the pump electrical controller. The cable should be adequately secured to the column pipe by plastic ties, or other non metallic means, at 10 foot intervals. 7. Submersible Surface Plate and Well Seal Cut the 10" steel casing to a point where the pipe is round and add a piece of 10 inch steel pipe to suitable length abqve ground. The surface plate shall be of fabricated steel. The plate shall incorporated a long radius elbow welded securely to a 150 lb. Steel ANSI "flange and shall rigidly support the total weight of the motor, bowl assembly, column pipe, cable, and column of water. The cable outlet shall have a cable seal of adequate size to accommodate the cable size. Threaded vent and drawdown holes shall be provided. 21 8 8 8. Submersible Electric MOtor The motor shall be a heavy duty NEMA design 6", 40 horsepower, 3450 RPM. The motor shall be capable of continuous operation under water at the specified conditions outlined above. A suitable thrust bearing shall be incorporated in the lower end of the motor adequate to receive the entire hydraulic thrust load of the pump unit plus the weight of the rotating parts regardless of the direction of rotation. The motor shall have a 1.15 service factor, and sui table for use on a 460 volt, three phase, 60 cycle electric service. The motor leads shall be protected against the pump end with a 304 stainless steel cable guard held in place with stainless steel banding. As the motor lead exit the top of the cable guard it shall be properly protected to prevent damaging or cutting the lead by the cable guard material. 9. Well Head Pad Install a minimum 4' x4' x 4", well and at ground level. 2500 PSI Concrete pad centered on the 10. Raw Water Tap Install a non-threaded, brass, raw water tap on the well discharge pipe before any valves 11. Check Valve Install a 6 inch CV06FF check valve or approved equal. 12. Pressure Relief Valve Install a 4 inch MacDonald pressure relief valve or approved equal. 13. Gate Valve Install a 6 inch M.J. Mega-lug, square nut operated gate valve. 14. Pressure tank Install a Pumping System, Inc., 150 PSI, 80 gallon, bladder tank or approved equal. Pressure tank shall be anchored to a 4' x 4'x 4", 2500PSI concrete pad. 15. Electric Service Mount meter service and disconnect with control panel on a rack made of two galvanized 2 inch post with cross mounting brackets. The City will contract with Sumter Electric (SECQ) for underground 460 volt, 3 phase service. The contractor will run wire from the meter to SECQ service connection. 16.Pump Control panel and box Install a Furnace ESP 100 NEMA 3R pump control panel and box. 17. Pressure demand Switch Install a system pressure demand switch and pressure gauge to operate the submersible pump. 22 18. 19. 20. 21. 22. 23. 24. 8 8 Irrigation Control With Rain Sensor NONE NEEDED. Site Contractor may store equipment on site upon approval of the Public Service Director. Orange safety barrier shall be installed around the storage and well work site area. Testing The Public Service Director and Contractor will pump test the systems equipment and controls by simulating pumping conditions of 415 feet (TDH) at 250 gallons per minute. Site Cleaning Contractor shall keep site clean of debris at all times. clean at final completion of project. Site shall Permitting Contractor shall obtain zoning clearance from the City and take zoning clearance to the Lake County Building Department to obtain necessary permits. The cost of permits shall. be paid by Contractor The Lake County building Department shall sign off on the permit for final inspections, before the City will make payment. Submittals Bidders shall submit with bids submittals for equipment used as or Equa1s. Warranty Contractor shall provide a written one (1) year workmanship warranty. 23 2 . ~ ~ 8 {i f:.. ~ .¡.. ~ ~, ~~ " - j! - '0 v> i ~ ~ "Z 7\ ~ 0 ~ ~¡ ~ "'~ : n ; fj) - Ji'I ;r: if :Þ °: 1/)rJ\ ~ . í. "!J ~~ of.;(,. «i tI' C7~ ~ () m +, 7i) n íi1 < -f) -.0 F )<. m:+:3 1" ¿;<d!~ .;. r (') 'þ iiJ 1/1 < ~ 0 "J' '" ~ If, Y 11\ r"" c: ? ~ "Ö. ~ iii tt, f Ñ ~ -¿ c: e. /fI ,.. 7J í 10 III to If. ..-1 "U 0 tI\ < /II ? ) 3 \1 r ) < t ,. 0 8 z -i ~ -0 t-t (') :D r- r :Þ '< 0 C -J I I , ---- ! --- ----------~ - --....... ---- 80 -- --- J ~ l'-... -..':.--"'----............. ..........~ "'-.1 I I ¡ 8 8 Goulds Pumps Marl< Reno Curve: PUMP DATA SHEET Goulds Turbine 60 Hz E6207WAPCO DDslgn Point: Flow: 250 US gpm Head: 415 ft Fluid: Water Pump: TURBINE - 3600 Sp~ed. 3450 rpm Size: 7WAHC; (4 stages) Die: 5.25 In Sphere size: 0.29 In Power: -- bhp NPSHa: -- tt Piping: limits: Temperature: --- of Pressure: 365 psig SpAcific Speed: Ns: 1684 Nas: --. Discharge: --- in Oimenslons: Suction: --- in Vertical Turbine: Bowl Die: 7.13 in Max Lateral: 0.5 in Thrust K Factor: 2.63 Motor: Consult vendor Suction Size-4" Discharge Sizes-4",S",6" nn Data Point --- ft 5.4" 500 - Flow: 250 US gpm Head: 419 ft Eff: 79 1% Power: 33.4 bhp NPSHr: 14.2 ft 58 400 f--. v-- 300 V / / -.. / N / p ....-- S .-2a.~I-.. u r _/ 7 I- T .. Design Curve .. 200 Shutoff Head: 480 ft Pressure: 208 PSig Min Flow: - US gpm BEP: 79.4% eft @ 266 US gpm I-JOL Pwr: 36.7 bhp @ 339 US gpm 100 0 .~ - -- Max Curve -- .-.. ---- Max Pwr: 40.5 bhp @ 331 US gpm .~ . -- .- I 40 - - 80 120 160 200 240 US gpm ... PERFORMANCE EVALUATION --- Flow Speed Head Pump Power NPSHr Motor Motor Hrs/yr Cost US gpm rpm ft %eff bhp ft %eff hp /kW 300 3450 369 78 35.9 18.5 250 3450 419 79.1 33.4 14.2 200 3450 451 765 297 11.1 150 :i450 467 137.8 25.7 9.92 100 3450 474 53.1 222 9.88 Goulda Turbine PUtnp Selection ver: 6.00a . 08/16/00 Seløctlon file: (untitled) Catalog: TURB60.MPC V 1.6.0 Temperature: 60 of SG: 1 Viscosity: 1.122 cP Vapor pressure: 0.2568 psla Atm pre68Ure: 14.7 psla System: --- Suction: on in Discharge: .- In %eff 90 70 60 50 40 - --~.- --- - 40 b h t.--- 20 P ! 360 .- 280 320 II 90 PSI = 207.9' +:JDPumping Level = 205' +OoFrlction Loss = 1.21'00= TDH of 414. t 1ft required 8 8 GENERAL REQUIREMENTS IGR-l LICENSES The Contractor and all Subcontractors shall be properly licensed in the State of Florida and shall submit to the City of Clermont copies of such license with bid. IGR-2 INSURANCE Contractor and sub contractors shall maintain such liability, Workman's Comp and other insurance as is appropriate for the work being performed. Bidder shall submit copies of liability, Workman's Comp and other insurance with bid. Workman's Comp shall reflect the total number of employees covered. The number of employees assigned to this project shall not exceed the Insurance coverage. Insurance amount shall be Comprehensive Business Liability of $2,000,000 and Workers Compensation and Employees Liability of $500,000. Sub contractors may be covered under the contractors liability and Workman's Compensation Insurance if policy states so. IGR-3 LOCATIONS The City of Clermont shall provide site map. IGR-4 Bm ITEMS Bids shall include all labor, material, impact fees, permits, and licenses which may apply or be applied and are necessary to construct the items as described in the specifications. IGR-S SAFETY It shall be the responsibility of the Contractor to insure work safety, provide sufficient, required insurance, comply with all safety codes, laws and requirements and to include any cost of such safety requirements in the project bid. No additional compensation shall be allowed for the cost of such compliance. It shall be the Contractor's option and responsibility to select the compliance methods(s) and to ensure the proper employment of said method(s) during the entire project. These standards shall apply to all areas of construction whether or not specifically mentioned in other divisions of these specifications. 26 8 8 lGR-6 INSPECTION The City shall provide inspection for the job. No work will be permitted on Saturday, Sunday, or Holidays unless requested and approved by the City a minimum of 48 hours in advance. No work may beqin before 7 a.m. and shall end at 6:00 p.m. lGR-7 PUBLIC CONVENIENCE AND SAFETY (As May Be Applicable) No street or roadway shall be closed, except when and where directed by the City. The work shall be conducted so that there shall, at all times, be a safe passageway for traffic, whenever the street or roadway is not closed. The Contractor shall provide and maintain a passable driveway, as directed by the Engineer, whenever it is necessary to divert traffic from any part of the street or roadway actually under construction. Driveways must be accessible at all times, in case of an emergency, and must be left in a usable condition at the end of each day. The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient red lights, danger signals and signs, provide a sufficient number of watchmen, and take all necessary precautions for the protection of the work and safety of the public. Streets or highways, which are closed to traffic, shall be protected by effective barricades on which acceptable warning signs shall be placed. The Contractor shall provide and maintain detour signs at all closures and intersections along the detour route(s) to direct the traffic around the closed portion(s) of the work. ", Where City and/or county standards do not apply, safety precautions shall be taken in accordance with Index No. 600 through 700, FOOT Roadway and Traffic Design Standards, 1988. All temporary detour route (s) shall be clearly indicated throughout their entire length. All barricades and obstructions shall be illuminated at night. All lights shall be kept burning form sunset to sunrise. All barricades ~hall be well built and designed so as not to be blown over by the wind. lGR-8 CARE OF TREES, SHRUBS AND GRASS The Contractor shall be fully responsible for maintaining, in good condition, all cultivated grass plots, trees, and shrubs. The Contractor shall, after completion of the work, replace or restore to original condition, all destroyed or damaged shrubbery or grass areas, which were maintained or destroyed incidental to the construction operations. Tree limbs, which interfere with equipment operation and are approved for pruning, shall be neatly trimmed and the tree cut coated with tree paint. All shrubbery, lawn grass, fences, ornamental shrubs, trees, and fruit trees lying within the right-of-way shall be carefully removed and replanted, on or behind the right-of-way, as directed by the Engineer. Fences, retaining walls, etc., which are removed and relocated, shall be carefully restored as closely as possible to there original condition. 27 8 8 Lawn grass, shrubbery, ornamental shrubs, trees, and fruit trees, etc., which are removed and relocated, shall be carefully restored as closely as possible to their original condition and shall be watered and maintained, as necessary, until they are firmly re-established in their new location. All grass, shrubbery, ornamental shrubs, trees and fruit trees, etc., which die or, in the opinion of the Engineer, are damaged due to their relocation, shall be replaced with shrubbery which is identical to the original type, quality, and size. The Contractor shall adhere to the Engineer's decisions regarding the condition of restored property. IGR-9 DAMAGE TO EXISTING STRUCTURES AND UTILITIES The Contractor shall be responsible for and shall make good all damage to pavement, buildings, telephone or other cables, water pipes, sanitary pipes, or structures beyond the limits of this contract, which may be encountered, whether or not shown on the drawings. Information shown on the drawings, as to the location of existing utilities, has been prepared from the most reliable data available to the Engineer. However, this information is not guaranteed, and it shall be the Contractor's responsibility to determine the exact location, character, and depth of any existing utilities. The Contractor shall assist the utility companies, by every means possible, in determining said locations. The Contractor shall exercise extreme caution to eliminate the possibility of damage to any utilities. IGR-IO SUSPENSION OF WORK The Contractor shall not be entitled to make or assert claim for damage by reason of delay, should the Owner be prevented or enj oined from proceeding with work, by reason of any litigation or other reason beyond the control of the Owner, either before or after the start of construction. However time for completion of the work shall be extended, to such reasonable time as the Owner may determine necessary, to compensate for time lost by such delay. Such determination shall be set forth in writing. IGR-ll TRAFFIC All safety precautions shall be taken and all traffic controls shall be furnished, satisfactory to City, County, Department of Transportation, and/or any other governmental agency having jurisdiction, where partial or complete obstruction of streets is required for the performance of the work. 28 8 8 ~ lGR-12 MAINTENANCE OF TRAFFIC The Contractor shall be responsible, during the course of construction, for proper maintenance, control and detour of traffic in the area of construction. All traffic control and maintenance procedures shall be in accordance with the requiremeñts of the Florida Department of Transportation and Lake County, Florida, .with{n their respective areas of jurisdiction. It shall be the Contractor's responsibility, as Bidder, prior to submitting his Bid, to determine the requirements of these agencies so that his Proposal reflects all costs to be incurred. No claims for additional payment shall be considered for costs incurred due to the proper maintenance control, detour, and protection of traffic. lGR-13 BARRICADES AND PROTECTION OF WORK The Contractor shall protect his work, throughout its entire length, by the erection of suitable barricades and handrails where required. He shall further indicate this work at night by the maintenance of suitable lights or flares, especially along or across thoroughfares. He shall also comply with all laws or ord~nances covering the protection of such work and the safety measures to be employed therein. The Contractor shall carry out his work so as not to deny access to private property. lGR-14 EXAMINATION OF PREMISES The Contractor shall be held to have examined the premises of the project, as to the existing conditions under which he will be obliged to operate, before submitting a Bid Proposal. lGR-15 BURNING Burning shall not be permitted on this project without prior approval from the Engineer and the Owner. If burning is allowed, it shall be the responsibility of the Contractor to obtain all required burning permits, and to have adequate supervision and safety measures at all times during burning. No unattended burning will be allowed. lGR-16 LICENSING The Contractor and all subcontractors shall be properly licensed in the State of Florida. lGR-17 PAYMENT The City shall inspect said work and recommend payment. Lump sum payment shall be made within 10 days after receiving final Release of Lien. 29 8 Central Florida Well Drillers, Inc. 3720 N. Orange Blossom Trail Orlando, Fl. 32804 Dodge Well Drilling, Inc. 6312 Wynglow Lane Orlando, Fl. 32818 Ellis Well Drilling, Inc. 909 Southern Oak Lane Apopka, Fl. 32712 Environmental Drilling Service, Inc. 4712 Old Winter Garden Road Orlando, Fl. 32811 GFA International 6220 S. Orange Blossom Trail Orlando, Fl. 32809 Goodall Well & Pump Service P O. Box 520119 Longwood, Fl. 32752 Meridith Environmental Services, Inc. P.O. Box 585648 Orlando, Fl. 32858 Mr. Pump Co. P.O. Box 490539 Leesburg, Fl. 34749 Patterson Well Drilling Co. 1417 Flowerdale Ave. Orlando, Fl. 32807 Wiggins Brothers Well Drilling P.O. Box 1314 Sorrento, Fl. 32776 Apopka Well & Pump 1515 E. Semoran Blvd. Apopka, Fl. 32703 8 .. '. . 30 . , 8 . . . .II> Slnr I vNIT F I ------ ~.".. I "'rU1 I I I I I I I I I , oW? II