{"text_format":"3","workbook":"xlsx","n_sheets":4,"sheets":["Bid Form","Innerarity Pt Base Bid","Innerarity Pt Alt Bid 1","Innerarity Pt Alt Bid 2"],"not_rendered":{"defined_names":4},"read":"whole","date_system":"1900"}

{"sheet":"Bid Form","index":0,"n_rows":51,"n_cols":11,"rows_kept":51,"merged":[[0,5,6,6],[1,0,1,4],[2,0,2,4],[2,7,2,10],[3,0,3,4],[3,7,5,10],[4,0,4,4],[5,0,5,4],[6,0,6,4],[6,7,6,10],[7,0,7,10],[8,0,8,10],[9,0,9,3],[9,5,9,10],[10,0,10,10],[11,0,11,3],[11,4,12,10],[12,0,12,3],[13,0,13,10],[14,0,14,10],[15,0,15,10],[16,0,16,4],[16,5,16,7],[16,9,16,10],[17,0,17,2],[17,4,17,7],[17,9,17,10],[18,0,18,1],[18,2,18,7],[18,9,18,10],[19,1,19,7],[20,0,20,1],[20,2,20,7],[20,9,20,10],[21,1,21,4],[21,7,21,10],[22,1,22,4],[22,7,22,10],[23,0,24,4],[23,6,24,10],[25,0,25,4],[25,6,25,10],[26,0,26,5],[26,6,26,10],[27,0,28,10],[29,0,29,10],[30,0,30,10],[32,0,32,8],[32,9,32,10],[34,0,34,8],[34,9,34,10],[36,0,36,8],[36,9,36,10],[38,0,38,8],[38,9,38,10],[40,0,40,8],[40,9,40,10],[42,0,42,8],[42,9,42,10],[43,9,43,10],[44,1,44,10],[45,1,45,10],[46,1,46,10],[47,1,47,10],[48,1,48,10],[49,1,49,10],[50,1,50,10]]}
["SOLICITATION, OFFER, AND BID FORM",{"$nulls":9},"ESCAMBIA COUNTY, FLORIDA"]
["Submit offers to:"]
["Paul R. Nobles",{"$nulls":6},"Invitation to Bid"]
["Purchasing Manager",{"$nulls":6},"INNERARITY POINT ROAD AREA DRAINAGE IMPROVEMENTS"]
["Office of Purchasing, 2nd Floor, Room 11.101"]
["213 Palafox Place, Pensacola, FL  32502"]
["or P.O. Box 1591, Pensacola, FL 32591-1591",{"$nulls":6},"Solicitation Number PD 18-19.012"]
["SOLICITATION"]
["Mailing Date:  October 29, 2018"]
["Pre-Solicitation Conference: A",{"$nulls":3},"Non-Mandatory","Pre-Solicitation Conference will be held in the Office of "]
["Purchasing Conference Room, 11.407, at 213 Palafox Pl. Pensacola, FL 32502 at 11:00 AM CST on December 12, 2018"]
["Offers Will Be Received Until:",{"$nulls":3},"2:00 PM CST on January 9, 2018, and may not be withdrawn within 90 days after such date and time."]
[]
["POSTING OF SOLICITATION TABULATIONS"]
["Solicitation tabulations with Recommended Awards will be posted for review by interested parties at the Escambia County Office of Purchasing, and will remain posted for a period of two (2) business days.  Failure to file a protest in writing within two (2) business days after posting of the soliciation tabulation shall constitute a waiver of any protest relating to this soliciation.  All protests must be filed with the Escambia County Office of Purchasing.  Protests will be handled according to Escambia County Purchasing Ordinance."]
["OFFER (shall be completed by Offeror)"]
["Federal Employer ID Number or S.S. Number:",{"$nulls":8},"Terms of Payment"]
["Delivery Date will be ",{"$nulls":3},"days after receipt of Purchase Order",{"$nulls":4},"See Special Terms & "]
["Vendor Name:",{"$nulls":8},"Conditions Item #10"]
["Address:",{"$nulls":9},"Bid Bond Attached"]
["City, State, Zip:",{"$nulls":7},"$"]
["Phone:",{"$nulls":5},"Toll Free:"]
["Fax:",{"$nulls":5},"Contact:"]
[]
[]
["Name & Title of Person Authorized to Sign Offer",{"$nulls":5},"* Signature of Person Authorized to Sign Offer"]
[{"$nulls":6},"(Original Signature Required)"]
["* Failure to execute this Form binding the bidder/proposer's offer shall result in the bid/proposal being rejected as non-responsive."]
[]
["I certify that this offer is made without prior understanding, agreement, or connection, with any Corporation, firm or person submitting an offer for the same materials, supplies, or equipment, and is in all respects fair and without collusion or fraud.  I agree to abide by all conditions of this offer and certify that I am authorized to sign this offer for the Offeror and that the Offeror is in compliance with all requirements of the solicitation, including but not limited to certification requirements.  In submitting an offer to Escambia County Florida, the Offeror agrees that if the offer is accepted, the Offeror will convey, sell, assign or transfer to Escambia County Florida all rights title and interest in and to all causes of action it may now or hereafter acquire under the Anti-trust laws of the United States and the State of Florida for price fixing relating to the particular commodities or services purchase or acquired by Escambia County Florida.  At the County’s discretion, such assignment shall be made and become effective at the time the County tenders final payment to the Offeror."]
["BID FORM"]
[]
["BASE BID: Innerarity Point Road Area Drainage Improvements",{"$nulls":8},{"$f":"'Innerarity Pt Base Bid'!G42","v":{"v":0,"d":"$0.00"}}]
[]
["Innerarity Point Road Area Drainage Improvements / Living Shoreline Alternate Bid 1",{"$nulls":8},{"$f":"'Innerarity Pt Alt Bid 1'!G9","v":{"v":0,"d":"$0.00"}}]
[]
["Innerarity Point Road Area Drainage Improvements / Mill & Resurface to Innerarity Point Alt Bid 2",{"$nulls":8},{"$f":"'Innerarity Pt Alt Bid 2'!G6","v":{"v":0,"d":"$0.00"}}]
[]
["Innerarity Point Road Area Drainage Improvements BASE BID + Alt 1 + Alt 2",{"$nulls":8},{"$f":"'Innerarity Pt Base Bid'!G42 + 'Innerarity Pt Alt Bid 1'!G9 + 'Innerarity Pt Alt Bid 2'!G6","v":{"v":0,"d":"$0.00"}}]
[]
["Innerarity Point Road Area Drainage Improvements BASE BID + Alt 1",{"$nulls":8},{"$f":"'Innerarity Pt Base Bid'!G42 + 'Innerarity Pt Alt Bid 1'!G9","v":{"v":0,"d":"$0.00"}}]
[]
["Innerarity Point Road Area Drainage Improvements BASE BID + Alt 2",{"$nulls":8},{"$f":"'Innerarity Pt Base Bid'!G42 + 'Innerarity Pt Alt Bid 2'!G6","v":{"v":0,"d":"$0.00"}}]
[]
[null,"Bid Item Notes:"]
[1,"PAY ITEM 2: CLEARING AND GRUBBING IS A LUMP SUM PAY ITEM FOR THIS PROJECT AND SHOULD BE BASED ON AN ENGINEER ESTIMATE OF 4000 SY. ALL TREES WHICH NEED TO BE REMOVED SHALL BE INCLUDED IN THE COST OF CLEARING AND GRUBBING. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AMOUNT, LOCATION, AND SIZE OF TREES AND OTHER ITEMS TO BE REMOVED BEFORE BIDDING. REMOVAL OF APPROXIMATE 200 SY OF GRAVEL, SANDBAG HEADWALL, DRIVEWAYS, BOLLARDS, EXISTING RAILROAD TIMBERS, 285 LF PIPE REMOVAL, EXISTING INLET REMOVAL AND ALL DEMOLITION ITEMS IN PROJECT NOT NOTED AS SEPARATE LINE ITEMS SHALL BE INCLUDED IN THE COST FOR CLEARING AND GRUBBING. "]
[2,"PAY ITEM 7 AND ALT BID 1 ITEM 3: REMOVAL AND REPLACE OF UNSUITABLE MATERIALS SHALL ONLY BE USED WHERE FIELD CONDITIONS WARRANT AND UPON COUNTY APPROVAL FOR EACH SITUATION ENCOUNTERED. THIS QUANTITY WILL BE IN-PLACE MEASURE. "]
[3,"PAY ITEM 8: THIS LINE ITEM SHALL COVER DEWATERING, WELL POINT SYSTEM AND ALL FILTRATION ITEMS SUCH AS BUT NOT LIMITED TO FILTER BAGS. ALL WATER FROM DEWATERING ACTIVITIES NEED TO BE FILTERED THROUGH FILTER BAGS OR APPROVED EQUAL TO PREVENT SEDIMENTS FROM ENTERING PERDIDO BAY. "]
[4,"ALT BID 1 - ITEM 1: SAND FOR THE CONSTRUCTION OF THE LIVING SHORELINE COMPONENT OF THIS PROJECT SHALL MEET THE SAME STANDARDS FOR COLOR AND QUALITY AS REQUIRED FOR PLACEMENT ON LOCAL BARRIER ISLANDS. SEE ESCAMBIA COUNTY LAND DEVELOPMENT CODE (LDC) DESIGN STANDARDS MANUAL (DSM) CHAPTER 2, ARTICLE 1-5 FOR SAND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A SAMPLE OF THE SAND TO BE USED FOR THE PROJECT TO THE ENGINEER OF RECORD AND THE COUNTY FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. "]
[5,"ALT BID 1 - ITEM 4: BREAKWATERS TO BE CLASS II NATURE LIMESTONE BOULDERS SOURCED IN PANHANDLE OR NORTH FLORIDA. NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER GREATER THAN SIXTEEN (16) INCHES; NO MORE THAN 50% OF THE STONE WILL HAVE A DIAMETER LESS THAN TWELVE (12) INCHES; AND NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER OF LESS THAN SIX (6) INCHES. BREAKWATERS SHALL BE CONSTRUCTED OF UNCONSOLIDATED LIMESTONE BOULDERS OR APPROVED EQUAL. BOULDERS USED IN BREAKWATERS SHALL MEET SPECIFICATIONS OF CLASS II RIPRAP OR AS NOTED ABOVE. LIMESTONE BOULDERS SHALL BE WASHED, AS NECESSARY, PRIOR TO DEPLOYMENT TO PREVENT TURBID DISCHARGE BY REMOVAL OF ASSOCIATED FINES. "]
[6,"ALT BID 1 - ITEM 5 AND 6: WETLAND PLANTING. THIS LINE ITEM COVERS THE COST TO PURCHASE AND INSTALL ALL WETLAND VEGETATION. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AMOUNT, LOCATION, AND NUMBER OF PLANTS PRIOR TO BIDDING. THESE ARE ALTERNATE BID ITEMS AS ESCAMBIA COUNTY MAY PROVIDE AND INSTALL WETLAND VEGETATION FOR THESE TWO ITEMS. "]

{"sheet":"Innerarity Pt Base Bid","index":1,"n_rows":47,"n_cols":7,"rows_kept":47,"merged":[[2,1,2,6],[41,3,41,5],[43,2,43,6],[44,2,44,6],[45,2,45,6],[45,7,45,11],[46,2,46,6],[46,7,46,11]]}
[null,"PD 18 - 19.012, Innerarity Point Road Area Drainage Improvements / Base Bid"]
[null,"Bid Item No.","Bid Item Description","Quantity","Unit","Unit Price","Extension"]
[null,"Innerarity Point Road Area Drainage Improvements (Base Bid)"]
[null,1,"Mobilization, 16 - 30 Miles",1,"EA",null,{"$f":"D4*F4","v":{"v":0,"d":"$0.00"}}]
[null,2,"Clearing and Grubbing",1,"LS",null,{"$f":"D5*F5","v":{"v":0,"d":"$0.00"}}]
[null,3,"Remove and Replace Brick or Stucco Mailbox",1,"EA",null,{"$f":"D6*F6","v":{"v":0,"d":"$0.00"}}]
[null,4,"Replace Standard Mailbox with approved Heavy Duty Plastic Mailbox w/ Rear Door and Post.",7,"EA",null,{"v":0,"d":"$0.00"}]
[null,5,"Earthwork Excavate, Haul, and Install, On-site",1050,"CY",null,{"v":0,"d":"$0.00"}]
[null,6,"Earthwork Establishing Grade, County Specs 2300",3000,"SY",null,{"v":0,"d":"$0.00"}]
[null,7,"Remove and Replace Unsuitable Materials",1000,"CY",null,{"v":0,"d":"$0.00"}]
[null,8,"Dewatering, Well Point",1,"LS",null,{"v":0,"d":"$0.00"}]
[null,9,"1 1/2\" County Spec 2500 Type SP 12.5 Asphalt, over 1500sy",3548,"SY",null,{"v":0,"d":"$0.00"}]
[null,10,"Mill Exisiting Asphalt",3354,"SY",null,{"v":0,"d":"$0.00"}]
[null,11,"Lateral pavement patch as per County Detail (Full depth Asphalt)",58,"SY",null,{"v":0,"d":"$0.00"}]
[null,12,"Saw cut Existing Asphalt",375,"LF",null,{"v":0,"d":"$0.00"}]
[null,13,"12\" Stabilized Subgrade, County Spec 2300, Over 1000 sy",3346,"SY",null,{"v":0,"d":"$0.00"}]
[null,14,"6\" Graded Aggregate Base \"Min. LBR 100 @ 100% Modified Proctor\", County Spec 2400, over 1000sy",3346,"SY",null,{"v":0,"d":"$0.00"}]
[null,15,"6\" Pipe Bollards, Per County Detail",4,"EA",null,{"v":0,"d":"$0.00"}]
[null,16,"Relocate Traffic Signs",7,"EA",null,{"v":0,"d":"$0.00"}]
[null,17,"Develop and provide an MOT traffic safety plan both map type and written type by a Certified Work Zone Safety Traffic Supervisor",1,"EA",null,{"v":0,"d":"$0.00"}]
[null,18,"1' Ribbon Curb, Per County Detail",20,"LF",null,{"v":0,"d":"$0.00"}]
[null,19,"County Type B Curb, Per County Detail",340,"LF",null,{"v":0,"d":"$0.00"}]
[null,20,"4\" Fiber Reinforced Concrete Driveway, over 50sy",298,"SY",null,{"v":0,"d":"$0.00"}]
[null,21,"Fiber Reinforced Concrete Flume",2,"SY",null,{"v":0,"d":"$0.00"}]
[null,22,"Tied Concrete Block Material, Per County Spec 3310, Includes Over and Under Seeding",145,"SY",null,{"v":0,"d":"$0.00"}]
[null,23,"Saw cut Existing Concrete, up to 6\" thick",75,"LF",null,{"v":0,"d":"$0.00"}]
[null,24,"Remove Existing Concrete, up to 6\" thick",100,"SY",null,{"v":0,"d":"$0.00"}]
[null,25,"Misc. Concrete",6,"CY",null,{"v":0,"d":"$0.00"}]
[null,26,"Install # 4 Rebar (0.500\")",20,"LF",null,{"v":0,"d":"$0.00"}]
[null,27,"Ditch Bottom Inlet Top with Double Traversable Slot, Type C",1,"EA",null,{"v":0,"d":"$0.00"}]
[null,28,"Ditch Bottom Inlet Top with Double Traversable Slot, Type D",1,"EA",null,{"v":0,"d":"$0.00"}]
[null,29,"Type A Curb Inlet, 0-6' depth",1,"EA",null,{"v":0,"d":"$0.00"}]
[null,30,"14\" X 23\" ERCP Pipe, 0'-6' depth ",412,"LF",null,{"v":0,"d":"$0.00"}]
[null,31,"14\" X 23\" ERCP Side Drain MES, FDOT Index 273, 280",10,"EA",null,{"v":0,"d":"$0.00"}]
[null,32,"Class I Concrete for Endwalls (steel included)",2,"CY",null,{"v":0,"d":"$0.00"}]
[null,33,"Centipede Sod, Staked",2475,"SY",null,{"v":0,"d":"$0.00"}]
[null,34,"18\" Depth Rip Rap Rubble w/ 4\" Bedding Stone and Geotextile",8,"SY",null,{"v":0,"d":"$0.00"}]
[null,35,"Silt Fence Type IV",120,"LF",null,{"v":0,"d":"$0.00"}]
[null,36,"Floating Turbidity Barrier",155,"LF",null,{"v":0,"d":"$0.00"}]
[null,37,"Wood Split Rail Fence",282,"LF",null,{"v":0,"d":"$0.00"}]
[null,38,"Pensacola Bahia, seeding (75 lb per acre)",6,"LB",null,{"v":0,"d":"$0.00"}]
[{"$nulls":3},"Total Base Bid",null,null,{"$f":"SUM(G4:G41)","v":{"v":0,"d":"$0.00"}}]
[]
[null,null,"Bid Item Notes:"]
[null,1,"PAY ITEM 2: CLEARING AND GRUBBING IS A LUMP SUM PAY ITEM FOR THIS PROJECT AND SHOULD BE BASED ON AN ENGINEER ESTIMATE OF 4000 SY. ALL TREES WHICH NEED TO BE REMOVED SHALL BE INCLUDED IN THE COST OF CLEARING AND GRUBBING. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AMOUNT, LOCATION, AND SIZE OF TREES AND OTHER ITEMS TO BE REMOVED BEFORE BIDDING. REMOVAL OF APPROXIMATE 200 SY OF GRAVEL, SANDBAG HEADWALL, DRIVEWAYS, BOLLARDS, EXISTING RAILROAD TIMBERS, 285 LF PIPE REMOVAL, EXISTING INLET REMOVAL AND ALL DEMOLITION ITEMS IN PROJECT NOT NOTED AS SEPARATE LINE ITEMS SHALL BE INCLUDED IN THE COST FOR CLEARING AND GRUBBING. "]
[null,2,"PAY ITEM 7 AND ALT BID 1 ITEM 3: REMOVAL AND REPLACE OF UNSUITABLE MATERIALS SHALL ONLY BE USED WHERE FIELD CONDITIONS WARRANT AND UPON COUNTY APPROVAL FOR EACH SITUATION ENCOUNTERED. THIS QUANTITY WILL BE IN-PLACE MEASURE. "]
[null,3,"PAY ITEM 8: THIS LINE ITEM SHALL COVER DEWATERING, WELL POINT SYSTEM AND ALL FILTRATION ITEMS SUCH AS BUT NOT LIMITED TO FILTER BAGS. ALL WATER FROM DEWATERING ACTIVITIES NEED TO BE FILTERED THROUGH FILTER BAGS OR APPROVED EQUAL TO PREVENT SEDIMENTS FROM ENTERING PERDIDO BAY. "]

{"sheet":"Innerarity Pt Alt Bid 1","index":2,"n_rows":14,"n_cols":7,"rows_kept":14,"merged":[[2,1,2,6],[8,3,8,5],[10,2,10,6],[11,2,11,6],[12,2,12,6],[13,2,13,6]]}
[null,"PD 18 - 19.012, Innerarity Point Road Area Drainage Improvements / Living Shoreline Alt Bid 1"]
[null,"Bid Item No.","Bid Item Description","Quantity","Unit","Unit Price","Extension"]
[null,"Innerarity Point Road Area Drainage Improvements ( Living Shoreline Alt Bid 1)"]
[null,1,"Living Shoreline Sand",170,"SY",null,{"$f":"D4*F4","v":{"v":0,"d":"$0.00"}}]
[null,2,"Earthwork Establishing grade",3054,"SY",null,{"$f":"D5*F5","v":{"v":0,"d":"$0.00"}}]
[null,3,"Remove and Replace Unsuitable Materials",500,"CY",null,{"v":0,"d":"$0.00"}]
[null,4,"Class II Nature Limestone Boulders",102,"TON",null,{"v":0,"d":"$0.00"}]
[null,5,"Wetland Plantings",1473,"EA",null,{"v":0,"d":"$0.00"}]
[{"$nulls":3},"Total Living Shoreline Alt Bid 1",null,null,{"$f":"SUM(G4:G8)","v":{"v":0,"d":"$0.00"}}]
[]
[null,null,"Bid Item Notes:"]
[null,4,"ALT BID 1 - ITEM 1: SAND FOR THE CONSTRUCTION OF THE LIVING SHORELINE COMPONENT OF THIS PROJECT SHALL MEET THE SAME STANDARDS FOR COLOR AND QUALITY AS REQUIRED FOR PLACEMENT ON LOCAL BARRIER ISLANDS. SEE ESCAMBIA COUNTY LAND DEVELOPMENT CODE (LDC) DESIGN STANDARDS MANUAL (DSM) CHAPTER 2, ARTICLE 1-5 FOR SAND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A SAMPLE OF THE SAND TO BE USED FOR THE PROJECT TO THE ENGINEER OF RECORD AND THE COUNTY FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. "]
[null,5,"ALT BID 1 - ITEM 4: BREAKWATERS TO BE CLASS II NATURE LIMESTONE BOULDERS SOURCED IN PANHANDLE OR NORTH FLORIDA. NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER GREATER THAN SIXTEEN (16) INCHES; NO MORE THAN 50% OF THE STONE WILL HAVE A DIAMETER LESS THAN TWELVE (12) INCHES; AND NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER OF LESS THAN SIX (6) INCHES. BREAKWATERS SHALL BE CONSTRUCTED OF UNCONSOLIDATED LIMESTONE BOULDERS OR APPROVED EQUAL. BOULDERS USED IN BREAKWATERS SHALL MEET SPECIFICATIONS OF CLASS II RIPRAP OR AS NOTED ABOVE. LIMESTONE BOULDERS SHALL BE WASHED, AS NECESSARY, PRIOR TO DEPLOYMENT TO PREVENT TURBID DISCHARGE BY REMOVAL OF ASSOCIATED FINES. "]
[null,6,"ALT BID 1 - ITEM 5 AND 6: WETLAND PLANTING. THIS LINE ITEM COVERS THE COST TO PURCHASE AND INSTALL ALL WETLAND VEGETATION. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AMOUNT, LOCATION, AND NUMBER OF PLANTS PRIOR TO BIDDING. THESE ARE ALTERNATE BID ITEMS AS ESCAMBIA COUNTY MAY PROVIDE AND INSTALL WETLAND VEGETATION FOR THESE TWO ITEMS. "]

{"sheet":"Innerarity Pt Alt Bid 2","index":3,"n_rows":6,"n_cols":7,"rows_kept":6,"merged":[[2,1,2,6],[5,3,5,5]]}
[null,"PD 18 - 19.012, Innerarity Point Road Area Drainage Improvements / Mill & Resurface to Innerarity Point Alt Bid 2"]
[null,"Bid Item No.","Bid Item Description","Quantity","Unit","Unit Price","Extension"]
[null,"Innerarity Point Road Area Drainage Improvements / Mill & Resurface to Innerarity Point Alt Bid 2"]
[null,1,"1 1/2\" County Spec 2500 Type SP 12.5 Asphalt, over 1500sy",5490,"SY",null,{"$f":"D4*F4","v":{"v":0,"d":"$0.00"}}]
[null,2,"Mill Existing Asphalt, 0\"-1.5\" Thickness, over 1500sy ",5490,"SY",null,{"$f":"D5*F5","v":{"v":0,"d":"$0.00"}}]
[{"$nulls":3},"Total Mill & Resurface to Innerarity Point Alt Bid 2",null,null,{"$f":"SUM(G4:G5)","v":{"v":0,"d":"$0.00"}}]