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Home My Public Portal AboutSpeegle Construction Well #9 Tank Project Order #9Director Brona D. Steele TO: FROM: DATE: COPY: SUBJECT: City of Crestview Department of Public Services 715 Ferdon Boulevard North Crestview, Florida 32536 PROJECT MEMORANDUM Elizabeth Roy, City Clerk Fred Cook, City Engineer March 25, 2014 Tuesday File Well #9 & Tank Project Change Order #9 Here is Change Order #9 on this any questions, let me know. Please process this for approval Contractor. Thank -you. vac. project. Carlos has signed it and then give back to me for Telephone No. (850) 682-6132 Fax No. (850) 682-7359 E-Mail: fredcook@citvofcrestview.orq in Wayne's absence. If you have returning to the Engineer and wit TETRA TECH Via E-maii March 18, 2014 Tt No. 200-08540-12001 Wayne Steele Public Services Director City of Crestview 715 N. Ferdon Blvd. Crestview, Florida 32536 Subject: Old Bethel Road Part I Change Order No. 9 Dear Mr. Steele: Enclosed, please find Change Order No. 9 with backup information from Speegle Construction, Inc. (Speegle). This Change Order encompasses both costs and credits to the Contract. Change Order No. 9 amounts to an addition of $5,106 to the Total Contract Price and no days added to the Total Contract Time. We have reviewed the proposed Change Order provided by Speegle and find it acceptable. Should you have questions or need additional information, please feel free to contact me. Timothy A. Vanderwalker, PE Project Manager 142)pro,leA Cc: Michael Bomar, PE, Tetra Tech Fred Cook, PE, City of Crestview Tetra Tech, Inc. 12815 Emerald Coast Parkway, Suite 110, Destin, FL 32550 850.837.9278 850.837.7269 www.tetratech.com P:\2011\Crestview Well and Tank \Construction\Review-Approval\ContractorCOs\Part I\Part I Change Order No. 9.docx. c 3 SCONSTRUCTION INC. Fl -L r PEEGLIE March 17, 2014 Mr. Tim Vanderwalker Tetra Tech 12815 Emerald Coast Pkwy, Suite 110 Destin, FL 32550 Dear Sir, Speegle Construction, Inc. I Tel: (850) 729-2484 210 Govemment Avenue Fax: (850) 729-1993 Niceville, Florida 32578 wwv.speegleconstruction.com Dan Carruth Project Manager RE: Crestview Well No. 9 COR 1002-009 - Add Underground Sch 40 PVC Discharge Line from Bldg to Precast Box in Swale Speegle Construction, Inc. respectfully submits the attached the following estimate associated with providing conveyance of water from the discharge line, which is currently stubbed outside of the pump house to the swale. Scope of work is to provide an 8" Sch 40 PVC line from the building to a concrete structure in the Swale. This discharge line will be turned down from it's existing point using a DIP 90, then transitioning to Sch 40 PVC and going below grade, then turning towards the swale using a Sch 40 90. Four (4) Sch 40 45 degree bends have been included in order to angle towards the swale (while avoiding the splashblock) and to to allow for the swale slope. The concrete structure will be a 2'x2'x3' deep precast unit with non -traffic rated grate as well as a "sump" in the bottom to allow for drainage of standing water. This structure will be placed on a bed of 57 stone, which will serve as both a foundation for the structure as well as provide drainage underneath the sump (which will be filled with washed gravel). The top of the grate will be set such that the east and west sides will be 12" above the ground (i.e. flush with the 12" thick rip rap). The filter cloth below the rip rap will be toed -in 12" deep on all sides of the structure. Also included are provisions to reconfigure the air release valve PVC piping to penetrate the CMU wall; a credit for the use of a 1/4" sensing line (in lieu of 1/2"); and the electrical costs associated with upgrading the chlorine booster pump. This estimate is based on our best understanding of the changes that are necessary to complete the scope of work. In the event that additional work is required due to unforseen conditions or impacts to other systems, Speegle reserves the right to revisit this estimate. This estimate does not include any provisions for additional time which may be required due to long lead times on the precast structure and PVC materials package. If the procurement of these items results in the necessity for a time extension, Speegle reserves the right to request such time and fully expects that such time will be granted. Total estimate: $ 5,106 Should you require any additional information, please do not hesitate to contact Dan Carruth at 850-729-2484 or email dcarruth@speegleconstruction.com cc: file Sincerely, J Dan Carruth Project Manager i SECTION 00843 CHANGE ORDER FORM Project: City of Crestview Part I - Well No. 9 and Elevated Storage Tank DATE OF ISSUANCE: EFFECTIVE DATE: OWNER'S CONTRACT NO.: 200-08540-12001 CHANGE ORDER NO. 09 CONTRACTOR:Speegle Construction, Inc. ENGINEER: Tetra Tech The following changes are hereby made to the Contract Documents: CHANGE IN CONTRACT PRICE: Original Contract Price $ 1,965,660.00 CHANGE IN CONTRACT TIMES: Original Contract Times Substantial Completion: 12/23/2013 Ready for final payment: + 30 Days days or dates Net changes from previous Change Orders No. 1 to No. 8 $ 61,095.00 Net change from previous Change Orders No. 1 to No. 8 112 days Contract Price prior to this Change Order $ 2,026,755.00 Contract Times prior to this Change Order Substantial Completion: 4/14/2014 Ready for final payment: 30 Days days or dates Net Increase (Aeereaee) of this Change Order $ 5,106.00 Net Increase (deer -ease) of this Change Order 0 days Contract Price with all approved Change Orders $ 2,031,861.00 Contract Times with all approved Change Orders Substantial Completion: 4/14/2014 Ready for final payment: + 30 Days days or dales MAD/slm/specs/s- l /00843 Tt#200-08540-12001 00843-1 050412 FOR CONSTRUCTION INCLUDING ADDENDUMS t 2, 3, 4 & 5 1 /29/2013 1 CHANGES ORDERED: I. GENERAL This change order is necessary to cover changes in the work to be performed under this Contract. The General Conditions, Supplementary Conditions, Specifications and all parts of the Project Manual listed in Article 1, Definitions, of the General Conditions apply to and govern all work under this change order. Change Order No. 9 II. REQUIRED CHANGES: Add an 8" underground Sch 40 PVC discharge line from the well pump building to a concrete structure in the swale. Reconfigure the air release valve discharge piping to penetrate the CMU wall. Credit for the use of 1/4" sensing line in lieu of 1/2". Electrical costs associated with upgrading the chlorine booster pump. III. JUSTIFICATION: IV. PAYMENT: MAD/s Im/specs/s-1 /00843 Tt#200-08540-12001 00843-2 050412 FOR CONSTRUCTION INCLUDING ADDENDUMS 1, 2, 3, 4 & 5 1 /29/2013 By: V. APPROVAL AND CHANGE AUTHORIZATION: Acknowledgments: The aforementioned change, and work affected thereby, is subject to all provisions of the original contract not specifically changed by this Change Order; and, It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original contract other than matters expressly provided herein. Change Order Request by: Change(s) Ordered by: RECOMMENDED BY: ACCEPTED BY: 5peegte Construction, Inc. Pe--0jcc7 (Tim) APPROVED BY: 3/17/2014 (Date) City of Crestview, Florida (Owner) / e,, S'- Z6 ,1c1 (Authorized Signature) ate) MAD/s1m/specs/s-1/00843 Tt #200-08540-12001 END OF SECTION 00843-3 050412 FOR CONSTRUCTION INCLUDING ADDENDUMS 1, 2, 3.4 & 5 1 /29/2013 REQUEST for CHANGE ORDER SUMMARY ARCH RFP# SCI RCO# QUOTE DATE DESCRIPTION: Add Underground Sch 40 PVC Discharge Line from Bldg to Precast Box in Swale REASON FOR CHANGE: Request by Owner 1002-009 3/17/2014 DIV SCOPE DESCRIPTION NOTES LABOR MATL EQUIPT SUBCONT SCI COSTS TOTAL SUBCONTRACTED TOTAL GRAND TOTAL 1 General Conditions $ - $ - $ - $ - $ - $ - $ - 2 Sitework & Demolition $ 1,208.18 $ 1,935.24 $ 75.00 $ 75.00 $ 3,218.42 $ 75.00 $ 3,293.42 3 Concrete $ $ $ $ - $ $ $ 4 Masonry $ 56.25 $ 85.00 $ 25.00 $ - $ 166.25 $ - $ 166.25 5 Steel $ - $ - $ - $ - $ - $ - $ - 6 Carpentry, Wood & Plastic $ - $ - $ - $ - $ - $ - $ - 7 Thermal & Moisture Protection $ - $ - $ - $ - $ - $ - $ - 8 Openings $ - $ - $ - $ - $ - $ - $ - 9 Finishes $ - $ - $ - $ - $ - $ - $ - 10 Specialties $ - $ - $ - $ - $ - $ - $ - 11 Equipment $ - $ - $ - $ - $ - $ - $ - 12 Furnishings $ - $ - $ - $ - $ - $ - $ - 13 Special Construction $ - $ - $ - $ - $ - $ - $ - 14 Hoisting & Conveying $ - $ - $ - $ - $ - $ - $ - 15 Fire Sprinklers $ - $ - $ - $ - $ - $ - $ - Plumbing $ - $ - $ - $ (67.18) $ - $ (67.18) $ (67.18) HVAC & Controls $ - $ - $ - $ - $ - $ - $ - 16 Electrical $ - $ - $ - $ 287.00 $ - $ 287.00 $ 287.00 17 Commissioning $ - $ - $ - $ - $ - $ - $ - SubTotals Payroll Burden Sales Tax Sub Bond SubTotals General Liability Insurance Property (Builder's Risk) Insurance P & P Bond Gross Receipts Tax (City Bus Lic) SUBTOTAL Overhead/Profit Overhead/Profit SUBTOTAL GRAND TOTAL Extended General Overhead $ 1,264.43 $ 2 020.24 $ 100.00 $ 294.82 $ 3,384,67 $ 294.82 $ 3,679.49 45% $ 568.99 -. _ _ _ _ _ -- e, $ 568.99 $ $ 568.99 6% = '' ,�; $ 6.00 $ 127.21 $ - $ 127.21 o 00ro xa ,_> `'-" $ - $ - $ - $ - $ 1,833A2 $ 2,141.45 $ 106.00 $ 294.82 $ 4,080.87 $ 294.82 $ 4,375.69 0.4200% of Subtotal of Subtotal of Subtotal $ _ _ 17.14 $ 1.24 $ 18.38 0.6500% $ 26.53 $ 1.92 $ 28.44 1.0000% $ 40.81 $ 2.95 $ 43.76 0.0000% $ - $ - $ - $ 4,165.34 $ 300.92 $ 4,466.27 15.00% $ 624.80 $ - $ 624.80 5.00% $ - $ 15.05 $ 15.05 $ 4,790.15 § 315.97 $ 5,106.12 $ 4,790.15 $ 316.97 $ 5,106.12 $ - $ • $ - $ - $ - $ - $ 4,790 $ 316 $ 5,106 Time Extension *This Proposal Is for only the work identified by the above change description. " See reservation of rights language on the Detail backup. Calendar days I� DESCRIPTION: REASON: DETAIL PROPOSED CHANGE ORDER ESTIMATE DIRECT COST ASSOCIATED WITH CHANGE ORDER Add Underground Sch 40 PVC Discharge Line from Bldg to Precast in Swale ARCH RFP # SCI RCO# QUOTE DATE 1002-009 Request by Owner 3/17/2014 CODE, SCOPE DESCRIPTION QUANT units L / U.P. LABOR M / U.P. MAT'L EQUIPMENT SUBCONT TOTAL 1 GENERAL CONDITIONS Project Manager 33% 0.00 wks 1,730.00 $ $ $ Project Manager's Truck/Insurance/Gas 33% 0.00 months $ - 650.00 $ $ Superintendent 33% 0.00 wks 1,550.00 $ $ $ - Superintendent's Truck/Insurance/Gas 33% 0.00 months $ - 650.00 $ $ - Office Trailer 0.00 months $ 200.00 $ $ - Superintendent Cell Phone 33% 0.00 months $ 150.00 $ $ Temp Toilets 0.00 months $ 150.00 $ $ - Asbuilt documentation 0 HRS 25.00 $ $ $ - RFP Preparation 0 HRS 43.25 $ $ $ - Temp Utilities 0.00 months 50.00 $ $ $ - Backhoe $ - 75.00 $ $ - Loader/Dozer $ - 150.00 $ $ - Copying & Specifications $ - $ - $ - Mail & Express Postage $ $ $ - Layout & Field Engineering $ $ $ - Crane & Hoisting $ $ $ - Schedule Study & Modification $ - $ $ - Prepare Fragnet $ - $ $ - Material Handling Equipment $ $ $ - Safety $ $ $ - Clean-up & Debris Handling $ - $ $ - Dumpster Pulls $ $ $ - Equipment Rental $ - $ $ - Trucking & Hauling $ - $ $ - Small Tools $ $ $ - Other $ - $ $ - $ $ $ - Division 1 Subtotal $ - $ - $ - $ - $ - 2 SITEWORK & DEMOLITION 8" 90 - DIP 1.5 HRS 55.50 $ 83.25 $ 207.00 $ 290.25 Extra (4th) 45 to avoid undermining splash pad 0.5 HRS 55.50 $ 27.75 $ 69.93 $ 97.68 Discharge Pipe (PVC) Mtls pkg 6 HRS 55.50 $ 333.00 $ 935.00 $ 1,268.00 Trench and Backfill, Hand Dig 4 HRS 43.50 $ 174.00 $ $ 174.00 Thrust Blocks (if desired) 4 Ea 55.20 $ 220.80 $ 50.00 $ 270.80 PVC Glue 1 Can $ 18.00 $ 18.00 $ 18.00 Marking Tape 0.25 Roll 55.50 $ 13.88 $ 32.00 $ 45.88 2'x2'x3' deep Precast Structure 3 VF 100.00 $ 300.00 $ 590.45 $ 50.00 $ 940.45 57 Stone Base, 1 CY 1 HRS 55.50 $ 55.50 32.86 $ 32.86 $ 25.00 $ 113.36 Paint Additional Piping 1 LS $ $ $ 75.00 $ 75.00 Division 2 Subtotal $ 1,208.18 $ 1,935.24 $ 75.00 $ 75.00 $ 3,293.42 3 CONCRETE 0 EA 0.00 $ $ $ $ $ $ Division 3 Subtotal $ - $ - $ - $ - $ - 4 MASONRY & STONE Unitstrut/brackets/fasteners/misc PVC fittings 1 LS 75.00 $ 75.00 $ 75.00 Cut 2.5" hole in block and cleanup 2 HRS 25.00 $ 50.00 $ $ 25.00 $ 75.00 Caulk Thru-wall pipe 0.25 Hrs 25.00 $ 6.25 10.00 $ 10.00 $ 16.25 Division 4 Subtotal $ 56.25 $ 85.00 $ 25.00 $ - $ 166.25 5 STEEL & METALS EA $ $ $ $ $ $ Division 5 Subtotal $ $ - $ - $ - $ - 6 WOOD & PLASTICS $ $ $ - $ $ $ $ Division 6 Subtotal $ $ - $ - $ - $ 7 THERMAL & MOIST PROTECT $ $ $ - $ $ $ - Division 7 Subtotal $ $ - $ - $ - $ - 8 OPENINGS $ $ $ - $ $ $ - Division 8 Subtotal $ $ - $ - $ - $ - DESCRIPTION: REASON: DETAIL PROPOSED CHANGE ORDER ESTIMATE DIRECT COST ASSOCIATED WITH CHANGE ORDER Add Underground Sch 40 PVC Discharge Line from Bldg to Precast in Swale ARCH RFP # SCI RCO# QUOTE DATE 1002-009 Request by Owner 3/17/2014 CODE SCOPE DESCRIPTION QUANT units L / U.P. LABOR M / U.P. MAT'L EQUIPMENT SUBCONT TOTAL 9 FINISHES $ - $ $ $ - $ $ Division 9 Subtotal $ - $ - $ - $ - $ - 10 SPECIALTIES $ - $ $ $ $ $ - Division 10 Subtotal $ - $ - $ - $ - $ - 11 EQUIPMENT $ $ $ $ $ $ - Division 11 Subtotal $ - $ - $ - $ - $ - 12 FURNISHINGS $ $ $ $ $ $ Division 12 Subtotal $ - $ - $ - $ - $ - 13 SPECIAL CONSTRUCTION $ $ $ - Division 13 Subtotal $ - $ - $ - $ - $ - 14 HOISTING & CONVEYING $ - $ $ $ $ $ - Division 14 Subtotal $ - $ - $ - $ - $ - 15 FIRE PROTECTION $ - $ $ $ $ $ Division 15 Fire Subtotal $ - $ - $ - $ - $ - 15 PLUMBING Credit for use of 1/4" sensing line in lieu of 1/2" $ - $ $ (67.18) $ (67.18) $ - $ $ - Division 15 Plumb Subtotal $ - $ - $ - $ (67.18) $ (67.18) 15 MECHANICAL & HVAC $ - $ $ $ - $ $ $ Division 15 HVAC Subtotal $ - $ - $ - $ - $ - 16 ELECTRICAL Electrical changes associated with chlorine booster pump upsizing $ $ $ 287.00 $ 287.00 $ $ $ $ - Division 16 Subtotal $ $ - $ - $ 287.00 $ 287.00 17 COMMISSIONING $ - $ $ $ $ $ Division 17 Subtotal $ - $ - $ - $ - $ - SubTotals $ 1,26443 4' _`- $ 2,020.24 $ 100.00 $ 294.82 $ 3,679.49 i 3 C C y 0 PLANTING LEGEND CREPE MrRTLE PLANBNO WYE ALL REMNAANO AREAL WITHIN THE NEWOMINLEOT FENCE AND ALL DISYLIROE0 d AREAS ALOW ➢BEn4L ROAD SHILL BE rmuele N„ . NMI 1 E 'MEET C-102 FOR MTE GEOMETRY S SPOT EU VATIONS. SEE YARD PIPINGLA FUN ON 1,01 F. BACTERIOLOGICAL VALVES. FIRE HYDRANTS AND FITTING., NOTE' ADDITIONAL BENCNIAARK LOCATED APPROXMATELY 21C. SOUTH OF WE CONTROL POINT 6201.1 EL. 183.08 N. 130905.01 IMTHBH BRASS DISK OO VALOOSA COLIN, / SaEReNTC PROTECT..., OL AL Tu2D FOR DETAILS / E� / l 330 LE Ml! FENS: PER 2010 F001 DES • • IGN GUIDELINES No�102 cOrSQUARE XTN. A- .ITEB-.RA.1Pw WITH 6.1 MAW AT RIERAP MI.BBLE: OIOHLMNOI PER FOOT . STANDARD. SPECIFICATION. n1gMMUM DEPTH 1 .I TOPiAHNG CONTROL POINT 4201.2 EL. 2E6.12 • E. 130E211.14 ' N. 4B6322.22 WITH BRASS DISK FD: S•XS• CONC. MON OKAIOQIA COUNTY NGIPER AI IS Q SPfSECTION 630 NNo�VEN( E. No SPECIFICATI.S.EFTION Tao A, / VATED STl BADE TAN, - SEEE SHEET! 6-102660NnB2 YARD. PIPING SEE SHEET IMP ANED HAY SALES REP TWO FOOT *NGDESIGN U D?LINES INDEX PROPERTY BOUNDARY S. LP FEW, TYPE BC OWN UN, KITH TCPRAL Ara EKTC ONARMNMl STRAWS SARSS.MRE PER 2010 PLOT • IMdON GUIDELINES I WO( NO. / 10 GATE VALVE N. PILAMD BACTERIOLOGICAL TEST CONNECTION LOCATION 1.1306E13.ES / M1tER *NOSEOTroNPER,2nI 201N•• DEMOU GLOELSfB O . R6HEET A ON. S.1S1 . FLwALIN 212 S 2y1E.EwvnuiKr / '• c 1 NITS MOT RED DESIGN�G.DELINES FUCOI NO 212. SHEET E 0.1T. S.1A•N LO.WIW•210o BEGIN PART I CONSTRUCTION MD BETHEL ROAD WATERMAN. BACTERSXOGICAL EsT ONhCRON LLOCATTgN BEGIN I ENO LIMITS O SITE TARO PIPIND.RIT AND OFFa1TTEW LO TER MAIN OK 0. 120022e IS / / DAYLIGHT L. - wag uruclurn SAIeF n ceflush ee F11PP.n0.. DAYLIGHT LINE QG 0 ADE EL--_11.0 GEOTEXTEE FABRIC TOEONN IT HOES D / / / NOTE. EXISTING SIGN LOCATED WM. PROPOSED DRIVEWAY TO BE REMOVED AND RELOCATED SP NORTH ALONG OLD BETHEL ROAD AT SAME OFFSET FROM EDGE OF PAVEMENT. J RIE TYPICAL SECTION4 FL•SEE SHEET Glee TYPICAL SECTION DAYLIGHT LINE' MIN DEPTH SHEETSEE 10 C DITCH LINING, PER FOOT STANDARD SPFONCATI NS SECTION EX 1 a 1{;n Ef l {I/ S 6� PRURIt m00i0111001 WPM81 TV YEW EY ISPbEk r C - 1 0 1 i owns eyy splemoy pawny '06 DAd 04 UoS ..9 �unn� 111 Flom in v mum m NE J co 0 0 RELEASE FOR CONSTRUCTION SET Q cn CITY OF WATER SYSTEM IMPROVEMENTS -PART II OLD BETHEL ROAD WATER MAIN WELLHOUSE EQUIPMENT PLAN AND SECT1( MARK DATE DESCRY.TION WIT DOAN, PE P E No., EaSee FL tat O*Ploynto EnpIncalnp &Wm.xo. v.23. afr Fab 22. 2013 TETRA TECH UBE 9HIND CM4! l.,SURE 110 mono 92550 1 PHONE IO83,-per FAX Copyrght Tatra Tat I SOUTHEASTERN PIPE & PRECAST, INC 2900 N. HIGHWAY 95A CANTONMENT, FL 32533 OFFICE: (850) 587—PIPE (7473) FAX: (850) 587-3026 npcw 12" diameter sump for drainage of water XX SECTION VIEW q 44" TOP EDGE CHAMFER \ 4 4 .° XX" Vx2' RISER SECTION (APPROX. WT: X,XXX Ibsf) XX `r .4 XX" 2'x2' BASE SECTION (APPROX. WT: X,XXX Ibst) 4 ' q 6" 6� 24" NOT TO SCALE DIMENSIONS SHOWN ARE SUBJECT TO SLIGHT VARIATIONS DURING PLANT PRODUCTION SECTION VIEW B XX a XX a . 4. e, da e 6" 24" 1 148"x48"x20" deep 57 Stone bed for drainage. SPECIFICATIONS AND NOTES 1. CONCRETE: 4,000 psi 2. REINFORCEMENT: AREA 0.20 WWF FOR WALLS/SLAB 3. LIFT DEVICES: 1.5" PVC LIFT HOLES FOR SECTIONS 4. JOINT SEALANT: 1.25" BUTYL SEALANT "RAMNEK" 5. CASTING: USF 6217 GRATE 6. LOAD RATING: LIGHT DUTY 7. STEPS: NONE TOP ELEVATION: XXX.XX THROAT ELEVATION: XXX.XX DIRECTION (DEGREE) PIPE SIZE/TYPE HOLE SIZE (BLOCKOUT) HOLE RAISE 8. COATING: NONE 9. STRUCTURE MEETS ASTM C-913 INVERT ELEV (OUT): XXX.XX INVERT ELEV (IN): XXX.XX INVERT ELEV (IN): XXX.XX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX 10. XXX 11. XXX 12. XXX INVERT ELEV (IN): XXX.XX INVERT ELEV (IN): XXX.XX XXX XXX XXX XXX XXX XXX XXX XXX PLAN/PROFILE SHEET: XXX DETAIL SHEET: XXX JOB NUMBER INVERT ELEV (IN): XXX.XX XXX XXX XXX XXX STATION NUMBER: XXX XXX ENGINEER/CONTRACTOR APPROVAL CONTRACTOR/CONTACT JOB INFORMATION/LOCATION STRUCTURE DATE/PAGE XXXXX XXXXX XXXXX XXXXX XXXXX 2'X2' BOX XXXXX XXXXX Dan Carruth From: Kurt Lauw <kurt@southeasternpipe.com> Sent: Thursday, March 06, 2014 11:51 AM To: Dan Carruth; Kenny@southeasternpipe.com Subject: 2'x2' Quote Dan - Per our conversation, please see below for some pricing ideas. Thanks (0'-2') 2'x2' Area Drain w/ USF 6217 Grate - $316.35 (0'-3') 2'x2' Area Drain w/ USF 6217 Grate - $390.45 A Partial Delivery Charge to Crestview - $200 ` Kurt Lauw - Certified Draftsman 2900 N Hwy 95A - Cantonment, FL - 32533 o: 850.587.7473 - f: 850.587.3026 www.southeasternpipe.com Southeastern Pipe it Precast, Inc. I ,i FEI-SANTA ROSA BEACH, FL #1204 OFERGUSON 133 SHANNON LANE ENTERPRISES, SANTA ROSA BEACH, FL 32459 INC: Deliver To: joseph.klima®ferguson.com From: Joseph Klima Comments: 16:24:12 MAR 06 2014 Bid No • B222447 Bid Date • 03/06/14 Quoted By.: JAK Customer SITE & UTILITY SOLUTIONS INC CITY OF CRESTVIEW WELL #9 PO BOX 749 NICEVILLE, FL 32588 Cust PO#...: FEI-SANTA ROSA BEACH, FL #1204 Price Quotation Phone : 850-622-9166 Fax :850-622-9168 Page # 1 CUSt 850-729-2484 Terms • NET 10TH PROX Ship TO: SITE & UTILITY SOLUTIONS INC CITY OF CRESTVIEW WELL #9 PO BOX 749 NICEVILLE, FL 32588 Job Name: DISCHARGE PIPE Item Description Quantity Net Price UM Total P40BEPX20 P80S4X P40S9X PFP80VSSFX PFP80VSSFX AFT350PX FNWNBGS41 RF8X FPPXU MJ9LAX MJ4LAX SSLDE8AP — PVC OPTION — 8X20 FT PVC S40 BE PIPE 8 PVC S80 SXS 45 ELL 8 PVC S40 SXS 90 ELL 8 PVC S80 SOC FLG 8 PVC S80 SOC FLG SUBTOTAL -- DUCTILE OPTION --- 8 CL350 CL DI FASTITE PIPE 8 304SS 150# RR FF 1/8 FLG PKG 8X6'0 FLGXPE CL BT DI SPL 8 MJ C153 90 BEND L/A 8 MJ C153 45 BEND L/A 8 DI WDG REST *ONELOK W/A SUBTOTAL 80 750.000 C 3 69.930 EA 1 52.840 EA 1 36.310 EA 1 36.310 EA 80 21.450 FT 1 33.340 EA 1 370.750 EA 1 235.200 EA 3 190.400 EA 4 0.000 EA 600.00 209.79 52.84 36.31 36.31 1716.00 33.34 370.75 235.20 571.20 0.00 2,926.49 Net Total: Tax: Freight: Total: 'Add 6% $0.00 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This quote is offered contingent upon the buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_conditionsSale.html. Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. 02/25/2014 10:21 18508632136 BEARDEN CONSTRUCTION PAGE 01/04 Bearden Construction Company, Inc. ELECTRICAL CONTRACTORS Industrial To: Mr. Dan Carruth Speegle Construction Co. Inc. Re Crestview Well #9 Commercial Pole Line February 25, 2014 We propose to make the following changes to accommodate the chlorination pump on the above project. Changes included will be changing the breaker to a 30/2, changing the overload module to a L:RD 16, and changing the receptacle to a NEMA L6-30R. (Existing conduit and wiring will be reused.) Total costs of these changes ar $287.00 Our pricing sheets are attached for your review. If you should have any questions please call Richard Reeves or the under signed. Earl Bearden, CEO Accepted: Date: Telephone: 850-863-2131 • P.O. Box 849 • Fort Walton Beach, Florida 32549/0849 Fax # 850-863-2136 • E-mail: Richard@beardenelectric.aom - State Cert. Elect. Contr. #EC0000327 PAGE 02/04 BEARDEN CONSTRUCTION Start dard Estimate Report Cres'.view Well #9 project rare. Crestuks,,,, B Cetzirn Luber rate table Bare Rates Equtgment rate teblo Ela. Eq45 R.Dart farrow. Satel e,'Croup areselPaasc 'Detett summary Page 02-25-t 1 seamen GODSL Co. rnC Standard Estlmate Report cnasraielvWWI a Rage 02-2i-' v m m mW LJ d 1000.000 tins Description GENERAL CONDfT10NS Tsiteo6 Ory Unit Cost EMENNEMENEEN Amuea Unit Cost Amount Amami Num 11211150 MIME MINE Amount An eunl Amount 1075.100 B1tins 10 CoorS2uem Signs 192 lsbs to= 1.50 nr 28.00 Air 42 0.02 n a {2 42 GENERAL CONDI77ONS 1.50 taSor Mars r-V 16400.000 LOW-VOLTAGEDISTRIBUTION 7 � 144.112 Bolt On CB 240r MX 2p07 33m4p Boll On Ci sitBroJcos COs2D0 Bell On CB 240r 102 1.00 Wm'nous t e45A5$ Overload Pm:¢s6on 10 Squirm D LBO :a-overlead rutty ly,l Overlord Promotion 61 1.00 Labs hews 18508632136 02/25/2014 10:21 42 0 0 0 42 1A3 E 20.021E 20 52.84 lE 1.00 e5 WAD NJ 20 20 5i2A b 2a 53 51 58 Si 73 n 7e 71 LOW -VOLTAGE DISTRIBUTTON 40 109 0 2.00 Labor barn 0 0 149 i 02/25/2014 10:21 18508632136 BEARDEN CONSTRUCTION PAGE 04/04 7L1F '00 ISUO:1 Lli0JVSSI V A Director Brona D.Steele City of Crestview Department of Public Services 715 Ferdon Boulevard North Crestview, Florida 32536 INTEROFFICE MEMORANDUM PUBLIC SERVICES DEPARTMENT TO: Wayne Steele FROM: Fred Cook DATE: March 19, 2014 Wednesday COPY: File SUBJECT: Well #9 & Tank Project Change Order #9 Telephone No. (850) 682-6132 Fax No. (850) 682-7359 E-Mail: fredcook@citvofcrestview.orq Here is a change order to add a hard pipeline for the well pump -off discharge, plus a couple small items to adjust the contract. The plans did not show a pump -off line in them, so we had to discuss this in our last meeting and decide on what to do. I have attached some additional paperwork to show the decision process. If there are any questions, let me know. Please process this to Ms. Roy. ` .A a Cook, Fred From: Cook, Fred Sent: Monday, March 17, 2014 7:32 AM To: 'Bomar, Michael' Cc: Vanderwalker, Timothy; Knecht, Vincent; McLeod, Nick Subject: RE: Well No. 9 Pump Off Michael: We choose Option A— buried PVC pipe to box located in the rip -rap area. You need to cut a hole through the bottom of the concrete box so water can freely drain out and not sit in it, draw mosquitoes. Place stone under it to facilitate support and drainage through the hole (typical drainage design). Fred B. Cook, P.E. City Engineer City of Crestview, Florida (850) 682-6132, ext. 109 From: Bomar, Michael [mailto:michael.bomar@tetratech.com] Sent: Friday, March 14, 2014 9:15 AM To: Cook, Fred Cc: Vanderwalker, Timothy Subject: Well No. 9 Pump Off Fred, as a follow up to our meeting last week, we requested that Speegle provide two estimates to add piping to the project to direct the well pump off discharge away from the north side of the building. Option A is for about $5000 and includes buried pvc piping from the building to the swale with a discharge via a bubble -up structure in the swale or discharge from the pipe to the tank overflow flume. Option B for about $4000 includes ductile iron pipe fittings, a quick connect adapter, and flex hose that could be connected and routed to the swale or simply onto the asphalt parking lot to sheet flow down to the swale. Option B is higher than I quoted on the phone yesterday because I wasn't thinking about the costs for the fittings but $700 would be deducted from the $4700 cost (see their footnote #2) to get to the $4000. We are currently $20k below the contract amount City Council approved for this project (we're $80k below budget if you include the $60k for well casing approved by Council). I'm attaching some correspondence from Speegle for your information. Speegle would like some direction on this matter as soon as we can provide. Michael B. Bomar, P.E. \ ice Preside michael. bomarAtetratech.com Tetra Tech v‘‘‘‘‘.tetratech.com ( t,I:,AI-2 ti )1,1. �' 4 Or—, • • SCONSTRUCTION INC. PEEGLE Speegle Construction, Inc. Tel: (850) 729-2484 210 Government Avenue Fax: (850) 729-1993 Niceville, Florida 32578 www.speegleconstruction.com March 13, 2014 Dan Carruth Project Manager Mr. Tim Vanderwalker Tetra Tech 12815 Emerald Coast Pkwy, Suite 110 Destin, FL 32550 Dear Sir, RE: Crestview Well No. 9 COR 1002-009 - Add Underground Sch 40 PVC Discharge Line from Bldg to Precast Box in Swale (Option A) OR Add Flexible Discharge Hose (Option B) Speegle Construction, Inc. respectfully submits the attached two change order proposal options (Option A and Option B) associated with providing conveyance of water from the discharge line, which is currently stubbed outside of the pump house to the swale. Option A is to provide an 8" Sch 40 PVC line from the building to a concrete structure in the swale. This discharge line will be turned down from it's existing point using a DIP 90, then transitioning to Sch 40 PVC and going below grade, then turning towards the swale using a Sch 40 90. Three (3) Sch 40 45 degree bends have been included in order to angle towards the swaie and to to allow for the swale slope. The concrete structure will be a 2'x2'x3' deep precast unit with non -traffic rated grate as well as a "sump" in the bottom to allow for drainage of standing water. This structure will be placed on a bed of 57 stone, which will serve as both a foundation for the structure as well as provide drainage underneath the sump. We assume that the top of the grate will be approximately 6" above the rip rap. Option B is to furnish a flexible hose to the Owner for future connection to a "Quick -Connect" coupling, which will be attached to a DIP 45 bend and 8" spool piece which will be oriented towards the ground at 45 degrees to result in the hose connection point at or very close to ground level to decrease chances of kinking in the hose. A gravel bed will be provided underneath this connection point to provide for drainage of water during the use of the discharge line and also an 18x18 concrete pad for support. Both options will result in the 8" 90 bend extending out beyond the roof line. Both Options also include provisions for the air release valve PVC piping to penetrate the CMU wall; a credit for the use of a 1/4" sensing line (in lieu of 1/2"); and the electrical costs associated with upgrading the chlorine booster pump. This estimate is based on our best understanding of the changes that are necessary to complete the scope of work. In the event that additional work is required due to unforseen conditions or impacts to other systems, Speegle reserves the right to revisit this estimate. Total estimate for Option A: $ 5,150 Total estimate for Option B: $ 4,772 Additional Options: 1. - If 8" Ductile Iron Pipe is preferred in lieu of Sch 40 PVC, add $3,610.00 to Option A total. 2. - If 8" spool piece and 8" 45 are not necessary, deduct $780.00 from Option B total. Should you require any additional information, please do not hesitate to contact Dan Carruth at 850-729-2484 or email dcarruth@speegleconstruction.com cc: file Sincerely, Dan Carruth Project Manager -# r