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Ft. Walton Beach, FL 32549 Attn: John Klumpp Project Description Qty Rate Total 3 = 12" tees 3 199.21 597.63 17 - services: 17 414.99 7,054.83 17 - 12x6" reducers 17 - 6" wyes 17 - 6" 45 degree bends 17 - 6" c/o caps complete 17 - 6" plugs 6 - Type "C" boxes 4-6' deep 6 1,737.34 10,424.04 2- Type “E” inlets 4-6' deep 2 2,059.99 4,119.98 2- Type "E" inlets 6-8' deep 2 2,883.98 5,767.96 1-30" MES w/ 11 SY of rip-rap 1 478.20 478.20 3+ 12" MES w/6 SY of rip-rap 3 336.24 1,681.20 Roof drain piping & fittings 14,985.60 14,985.60 6. Sanitary Sewer Construction: 98 LF of 8" SDR-35 98 20.95 2,053.10 238 LF of 6" SDR-35 238 16.50 3,927.00 84 LF of 4" SDR-35 84 11.76 987.84 2-6" wyes 2 2741 54.82 1-4" wye 1 18.70 18.70 3 - 6" 45 degree bends 5 16.78 83.90 2-4" 45 degree bends 2 12.59 25.18 Sanitary sewer service: 1 154.76 154.76 1-6" brass c/o complete 1-6" PVC c/o complete 1-4" PVC c/o complete 1-6" cap 1-4" cap 1 - doghouse approx 9' deep 1 3,845.36 3,845.36 1 - manhole 6' deep 1 2,041.67 2,041.67 7, Potable water: 1 - 12x3" tapping sleeve & 3” valve w/box 1 2,146.50 2,146.50 2~ 3" MI 90 degree bends 2 139.92 279.84 1-3" RPZ backflow and meter assembly complete 1 4,294.00 4,294.00 320 LF of 3" C-900 or Cl-200 320 738 2,361.60 Total Page 2 Young's Contracting E sti m ate 315A Kelly Road - Niceville, FL 32578 Date Estimate # 850-729-1321 7/23/2014 2789 Name / Address Lord & Son Construction, Inc. P.O. Box 1808 Ft. Walton Beach, FL 32549 Attn: John Klumpp Project Description Qty Rate Total 350 LF of tracer wire 350 0.28 98.00 5-3" mega lug kits 5 34.40 172.00 8. Fire main: 300 LF of 6" C-900 DR-18 300 14.98 4,494.00 2-6" MJ 90 degree bends 2 125.08 250,16 1 - 12x6" tapping sleeve, 6" valve & box 1 2,594.81 2,594.81 1 - 6" double detector check complete 1 6,115.20 6,115.20 320 LF of tracer wire 320 0.28 89.60 5 - 6" mega lug kits 5 44.06 220.30 9. Curb: 3570 LF of 18" DOT 3,570 14.35 51,229.50 42 LF of 12" ribbon curb 42 10.76 451.92 10. Sidewalk: are 5 ¢ 593 SY concrete “pe Te 593 35.03 20,772.79 808 LF turndown 808 3.59 2,900.72 3 - H/C ramps 3 597.21 2,986.05 **NOTE: ONLY QUOTING SIDEWALK THAT ABUTTS PARKING LOTS, 11. Asphalt & base: 608 LF saw cut 608 1.50 912.00 9718 SY of base 6" 9,718 13.24 128,666.32 9718 SY of asphalt 1 1/2" 9,718 11.43 111,076.74 12. Stirping & mise.: 4560 LF of 4" white stripe 4,560 0.68 3,100.80 43 LF of 6" white 43 1.02 43.86 600 LF of 4" blue stripe 600 0.68 408.00 90 LF of 6" yellow stripe 90 1.02 91.80 116 LF of 24" stop bar 116 23.10 2,679.60 25 - directional arrows 25 40,96 1,024.00 8 - H/C symbols & signage 8 327.16 2,617.28 8 - stop signs 8 286.20 2,289.60 Total Page 3 Young's Contracting E sti m ate 315A Kelly Road - Niceville, FL 32578 Date Estimate # 850-729-1321 7/23/2014 2789 Name / Address Lord & Son Construction, Inc. P.O. Box 1808 Ft. Walton Beach, FL 32549 Attn: John Klumpp Project Description Qty Rate Total 13. Mobilization, surveying, testing & certified asbuilts. 18,940.00 18,940.00 Total $650,273.32 Page 4 ? ‘pe Aro Subcontractor Bid Form RUCTION, INC. Date:__7-23-2014 Project Name: OKALOOSA COUNTY ADMINISTRATION BUILDING Project Location: SHALIMAR, FLORIDA BID PACKAGE NUMBER: __ BP ..03 General Trade work Description: Sitework Company Name: Gulf Coast Utility Contractors, LLC Company Address:_P. 0. Box 8170 Company Fax & Phone:_(850) 265-9949 {850) 265-9186 Estimator Name & Phone: Jordan Hobbs (850) 265-9166 Authorized Agent Name & Phone: Contact e-mail:_Jordan.hobbs@qcue. net 1. We hereby propose to furnish all labor, materials, equipment (temporary of permanent), shipping, fuel, taxes, trade permits, and related appurlenances as necessary to provide a complete jab per the Project Bid Documents enumerated in detail below, for the Stipulated Lump Sum Total Price of Seven hufdred twenly eight thousand four hundred nine and no/100 dollars ($728 409 .00) 2. We hereby provide alternate pricing items as required by the Bid Documents and/or voluntarily offered reiating to our proposed price and scope of services: (Reference torm for “Proposal Attachment ‘A’ — Alternate Pricing", provided herewith) 3. We hereby provide. unit pricing items.as required by the Bid Documents and/or voluntarily offered relating to our proposed price and scope of services: (Reference form for Proposal Attachment ‘B’ ~ Unit Pricing provided herewith} 4. We hereby certify that our Bid (price and terms) is based upon all of the Bid Docurnents in their entirely as enumerated below, with only the following expressed clarifications and/or exceptions: (Reference form for “Proposal Attachment ‘C’ - Comments and Clarifications”, provided herewith) Page | 1 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING 10. 44. 42. 123. Subcontractor Bid Form GONSTRUCTION, INC, 5. By submitting this Bid, Subcontractor is representing that it is duly registered and licensed to perform ail work of this bid and is presently in full compliance with current Contracting Licensure, Business Licensure, and Bid Laws.that govern at the location of the project site. 6. We hereby acknowledge receipt and review of the Project Bid Documents enumerated as follows: a) Lord & Son Construction, Inc.'s Bid Package and Scope of work dated 13 June 2014 in iis entirety, including all exhibits and attachments referenced therein. b) The Drawings and specifications ag noted the list of contract documents noted in the enclosed subcontract form. ¢) Addenda Numbers: j d) US Department of Justice, Immigration and Naturalization Service's “Handbook for Employers’, instructions for Completing Form 1-9 (Employment Eligibility Verification Form) M-274 (Rev.11/21/91) N immigration Laws: Subcontractor agrees that it will comply with the lrmigration Reform and Control Act of 1986, as amended by the Immigration Act of 1990, which makes it untawiul for an employer to hire. or continue to employ an alien knowing thé-alien is or has becorie unauthorized with respéct to such employment or to fall to. comply with the 1-9 requirements. Subcontractor incorporates any duties that Contractor has to Owner regarding the employment of any illegal or undocumented aliens. Subcontractor will not knowingly employ or knowingly allow ‘any of its Sub- subcontractors to employ, any illegal or undocuriented aliens to perform any Work in connections with the Project. Subcontractor will retain ‘and make available for inspection, at the jobsite, upon reasonable notice a completed |-9 Employment Eligibility Verification Form for each person that Subcontractor directly employs.on the jobsite. If Subcontractor receives actual knowledge of the unauthorized status of one of its jobsite employees, Subcontractor will remove that employee from the jobsite and shall require each.subcontractor to act in a similar fashion with respect to. such Sub-subcontractor's employees. Subcontractor agrees to havea provision in its subcontracts stating that each Sub-subcontractor will have the duties and responsibilities with regard to its employees that the Subcontractor has agreed to in this paragraph. By submitting this Bid, Subcontractor représents that it has familiarized itself with the Project's and Lord & Son Construction's Insurance requirements and that this Bid includes any/all hecessary measures to meet these requirements. Such measures include without limitation; a) providing all coverages required at or in excess of the minimum stated limits; b) naming of Lord & Son Construction, Inc and Owner related entities as Additional insureds (except for Worker's Comp); and c) statement of Waiver's of Subrogation in Favor of Lord & San Construction, inc. By submitting this Bid, Subcontractor ackriowledges ‘thai it is familiar with OSHA safety standards relating generally to construction projects and more specifically to any/all safety standards relative to the performance of the work covered by this Bid, and expressly agrees to comply with the OSHA safely standards applicable to this Project. Applicable Sales/Use Taxes are included in the Bid price, Page | 2 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING Subcontractor Bid Form EN Snes CONSTRUCTION, ING. 14, This Proposal in its. entirety is good and valid for a mitiimum of thirty (30) calendar days from the latter of the date of this Bid, or the published Lord & Son Construction Sub/Vendor Bid Deadline for the project. Adjustments to the price, basis and/or extensions of the date through which the Bid is still valid, may occur only through mutual written consent of the Subcontractor and Lord & Son, Company:_Gulf Coast Utility Sontraghors tLe oe ho : President 07/22/2014 Sfgnature Title Date By: Miké Swearington (Printed Name) Page | 3 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING Subcontractor Bid Form SUBCONTRACTOR BID ATTACHMENT ‘A’ Alternate Pricing {indicate “Not Appiicabie” or pravide as listed below) Company: Gulf Coast Utility Contractors, LLC Date: 07/22/2014 Deduct all storm water piping associated with the roof drain system $ 720,956.56 Page | 4 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING Subcontractor Bid Form CONSTRUCTION, ING. SUBCONTRACTOR BID ATTACHMENT ‘B’ Unit Pricing {Indicate “Not Applicable” or provide a listing below) Compariy:_Guif Coast Utility Contractors, LEC Date: 07/22/2014 ~ See attached bill of quantities Page | 5 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING Subcontractor Bid Form be c CONSTRUCTION, INC, SUBCONTRACTOR BID ATTACHMENT ‘C’ Comments and Clarifications {indicate "Not Applicable” or provide a fisting below) Company: _Guif Coast Utility Contractors, LLC Date: 07/22/2014 ~ No fiber optic, gas, or electrical demo included ~ Rip- Rap is priced as Class ll-Alabama ~ No construction entrance included. (fane shown) ~ See bill of quantities for all that is priced - No bend included unless awarded job Page | 6 of 6 OKALOOSA COUNTY ADMINISTRATION BUILDING Estimate Company Bill of Quantities Report 7/22/2014 Okaloosa Admin. Bidg. Description Quantity Unit | Price Amount Dollars Gents GENERAL REQUIREMENTS Permits 1) NPDES 1 Is 2,346.56 2,346] 56 2| Fire Line 1) Is 2,867.57 2,867|57 Forwarded to totals page 7 5,214|13 Paget Estimate Company Bill of Quantities Report 7/22/2014 Okaloosa Admin. Bidg. Description Quantity Unit Price Amount ; Dollars __ Cents SITEWORK Testing - Sitework 1| Testing 41] Is 5,735.14 §,735|14 Demo Site improvements 2| Sidewalk 3,159) sf 0.58 1832/22 3] Asphalt Paving 86,474| sf 0.58 50,154; 92 41 Light Pole 2| ea 229.41 458/82 5) F Curb 2,483; If §.74 14,252)42 6] Irrigation Weils 2| ea 895.27 1,790/ 54 7| Fiber Optic Vaults 50) sf 11.47 573/50 8] Chainlink Fence - 6' 200] If 5.74 1,148/00 9| Bike Rack 4| ea 114.70 114/70 10| Road Sign 2) ea 86.03 172)06 411] Manhole - 4' 5| ea $73.51 2867/57 12) C-inlet 2) ea 573.52 1,147]03 13] Catch Basin 1| ea 573.52 573/52 14) 10" PVG 145} if 5.74 832/30 15| 8" PVC 661 if 5.74 3,794) 14 16| 6" PVC 65) If 5.74 373/10 47| 4" PVC 165] If 5.74 947/10 18) 10"C.0. 1] ea 57.35 57/36 19) 4"C.0. 11 ea 57.35 57/35 20) 15" RCP 230) If 11.48 2,640)/40 21) 12" RCP 131) If 11.48 1,503/88 Grading- Rough 22| Rough Grading/Topsoil Strip 17,156) sy 0.58 9,950)/48 Grading- Fine 23) Fine Grading 10,610] sy 2.30 24,403/00 General Site Excavation 24) On-Site Fill 2,050) cy 4.58 9,389]00 25| Export 11,018) cy 4.58 50,462| 44 Slope & Erosion Control 26) Sod 6,709] sy 3.24 21,737|16 27| Seed and Mulch 7,863) sy 0.88 8,919] 44 28] Silt Fence 2,000) If 2.06 4,120{00 29] Inlet Protection 11| ea 59.11 650|21 Forwarded to totais page 7 218,657 |79 Page 2 Estimate Company Bill of Quantities Report 7/22/2014 Okaloosa Admin. Bidg. Description unit || Price Amount Dollars ___ Gents WATER DISTRIBUTION Wator/Reuse- PVC _C-900 Pipe 1} Water - PVC C-900 Pipe 6" - Fire If 28.56 8,568 )00 2) Water - PVC C-900 Pipe 3" If 12.86 4,115)20 Water- PVC_C-900 Bends 3| Water - PVC C-900 90 ell 3 ea 186.30 372/59 4| Water - PVC C-900 90 ell 6 ea 236.46 472|92 Water- PVC_C€-900 Caps 5| Water -

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