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Home My WebLink AboutContract 49603 CITY SECRETARY/�� CITY SECRETARY V CONTRACT NO.=t'LJE'.lL — D.O.E. FILE FORT ORTH CONTRACTOR'S BONDING CO. CONSTRUCTION'S COPY CLIENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF 2016 Paving and Sidewalk Improvements Unit Price Construction Contract 56 Betsy Price David Cook ' RECEIVED Mayor City Manag SEF_6 2017 N CIN OF FORT WORTH CfTYSECRETARY Douglas W. W iersig,P.E. E �' Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 2017 OFFICIAL RECORD Halff Associates,Inc. CITY SECRETARY TBPE Firm Registration No.F-312 FT.WORTH,TX 4000 Fossil Creek Boulevard Fort Worth,Texas 76137 817-847-1422 David M. Smith,P.E. (#102401) 7 II"Kj*n �� CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos.l-4 and 6 it there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-214723 The Fain Group,Inc. Fort Worth,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 05/26/2017 being filed. City of Fort Worth ]Date *\V 3 Provide the Identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. TPW-2108 Paving Unit Price Contract 4 Nature of Interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Frazier,Larry Fort Worth,TX United States X 5 Check only If there Is NO Interested Party. ❑ 6 A 1 swear,or a ,under of DONNA CHAPPELL penalty ped�y,that the above disclosure is true and correct. Notary Public State of Texas My Comm.Exp.07-12-2018 S natt of authorized agent of contracting business entity AFFIX NOTARY STAMP/SEAL ABOVE Sworn to and subscribed before me,by the said Cob I l'-t a7_.-r— this the_,p4b4--_day of_h3aL, .. 2o-17 7" .to certify which,witness my hand and seal of owk:& j r Signature of ofter a&&&wft o*Ah PtittOed natrtt of olliCer 08111h Tula of oflk3ar admi*lsdng Okh Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 1/5/2017 DATE: Tuesday, August 15, 2017 REFERENCE NO.: C-28338 LOG NAME: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT SUBJECT: Authorize Execution of a Unit Price Contract with The Fain Group, Inc., in an Amount Not to Exceed $5,000,000.00 for Task Order Construction Services for the Installation of Projects Relating to Paving, Sidewalk and Railroad Safety Improvements (2014 BOND PROGRAM) (ALL COUNCIL DISTRICTS) RECOMMENDATION: It is recommended that the City Council authorize the execution of a unit price contract with The Fain Group, Inc., in an amount not to exceed $5,000,000.00 for task order construction services for the installation of paving, sidewalk, intersection and railroad safety improvements on an as needed basis. DISCUSSION: This contract will provide for construction services on an as-needed (task order) basis for the construction of capital projects relating to paving, sidewalk, intersection and railroad safety improvements. The contract amount is capped at$5,000,000, but may be increased or decreased due to the amount of work ordered and transacted through change orders. The project was bid in a low bid format to determine unit prices to be paid when task orders are issued. Notice of bids was published in the Fort Worth Star-Telegram on April 20, 2017 and April 27, 2017. On May 25, 2017, one company submitted the following bid: CONTRACTOR BID The Fain Group, Inc. $20,341,592.83 The Fain Group, Inc., was the only responsive bidder based on the overall unit prices. The unit prices were compared to other similar projects and were determined to be fair and competitive. Projects identified initially include: UPRR at E. Butler Railroad Crossing Improvements, Barron Lane Sidewalks and Timberline Sidewalk Improvements. The total estimated construction cost of these projects is $1,450,000.00. A portion of this contract may be paid with proceeds from the 2014 bond program. Available resources within the General Fund will be used to provide interim financing for these expenses until debt is issued. Once debt associated with this project is sold, bond proceeds will reimburse the General Fund, in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election and the subsequent actions authorizing the approval of the issuance of public securities. The Fain Group, Inc., is in compliance with the City of Fort Worth (City's) BDE Ordinance by committing to six percent MBE participation and documenting good faith effort on this task order contract. The Fain Group, Inc., identified several subcontracting and supplier opportunities. However, the MBE's contacted in Logname: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT Page 1 of 2 the areas identified did not respond and did not submit the lowest bids. The City's MBE goal on this task order contract is 15 percent. FISCAL INFORMATION I CERTIFICATION: The Director of Finance certifies that funds will be available in the various capital funds on a project by project basis and that prior to any expenditure being made, the department has the responsibility to validate the availability of funds. Approval of this recommendation does not result in additional appropriations. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # mount ID ID Year (Chartfield 2) FROM Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Douglas Wiersig (7801) William Todd Estes (5448) Additional Information Contact: Clint Hoover (6573) ATTACHMENTS 1. 1295 Form Certificate TPW 2018 Paving Sidewalk.pd (Public) 2. BDE Fain Group-Compliance Memo -Task Order Contract.pd (CFW Internal) Logname: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT Page 2 of 2 FORT WORTH:.. City o f Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 0132 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 3300 Submittals 01 3513 Special Project Procedures 01 4523 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 5713 Storm Water Pollution Prevention Plan 0158 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 03-Concrete 0335 13 Integral Concrete Color Division 32-Exterior Improvements 32 13 13 Concrete Paving 32 1723 Pavement Markings Division 34-Transportation 3471 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: hit s://projecipoint.buzzsaw.com/client/fortworth2ov/Resources/02%20- %20Construction%20Documents/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 34 13 Controlled Low Strength Material(CLSM) Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 313700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 1123 Flexible Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1613 Concrete Curb and Gutters and Valley Gutters 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 323129 Wood Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 3292 13 Hydro-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs Division 33-Utilities 3305 10 Utility Trench Excavation,Embedment,and Backfill 3305 12 Water Line Lowering 3305 14 Adjusting Manholes, Inlets,Valve Boxes,and Other Structures to Grade 3305 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 12 10 Water Services 1-inch to 2-inch — 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1240 Fire Hydrants 3331 12 Cured in Place Pipe(CIDP) 3331 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 3331 50 Sanitary Sewer Service Connections and Service Line 33 39 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene(HDPE)Pipe for Storm Drain 33 49 10 Cast-in-Place Manholes and Junction Boxes - 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34-Transportation 34 41 30 Aluminum Signs TxDOT Specifications Applicable specifications listed below can be found on TxDOT's website at the address below: http://www.txdot.gov/business/resources/txdot-specifications.html Item 247 Flexible Base Item 310 Prime Coat Item 341 Dense-Graded Hot-Mix Asphalt Item 360 Concrete Pavement Item 450 Railing Item 465 Junction Boxes,Manholes,and Inlets Item 466 Headwalls and Wingwalls Item 506 Temporary Erosion, Sedimentation,and Environmental Controls Item 512 Portable Traffic Barrier Item 528 Colored Textured Concrete and Landscape Pavers Item 529 Concrete Curb, Gutter,and Combined Curb and Gutter CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 t Item 530 Intersections,Driveways,and Turnouts Item 531 Sidewalks Item 536 Concrete Medians and Directional Islands Item 540 Metal Beam Guard Fence Item 544 Guardrail End Treatments Item 644 Small Roadside Sign Assemblies Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements — Modified City Specifications END OF SECTION CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, August 15, 2017 REFERENCE NO.: C-28338 LOG NAME: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT SUBJECT: Authorize Execution of a Unit Price Contract with The Fain Group, Inc., in an Amount Not to Exceed $5,000,000.00 for Task Order Construction Services for the Installation of Projects Relating to Paving, Sidewalk and Railroad Safety Improvements (2014 BOND PROGRAM) (ALL COUNCIL DISTRICTS) RECOMMENDATION: It is recommended that the City Council authorize the execution of a unit price contract with The Fain Group, Inc., in an amount not to exceed $5,000,000.00 for task order construction services for the installation of paving, sidewalk, intersection and railroad safety improvements on an as needed basis. DISCUSSION: This contract will provide for construction services on an as-needed (task order) basis for the construction of capital projects relating to paving, sidewalk, intersection and railroad safety improvements. The contract amount is capped at$5,000,000, but may be increased or decreased due to the amount of work ordered and transacted through change orders. The project was bid in a low bid format to determine unit prices to be paid when task orders are issued. Notice of bids was published in the Fort Worth Star-Telegram on April 20, 2017 and April 27, 2017. On May 25, 2017, one company submitted the following bid: CONTRACTOR BID The Fain Group, Inc. $20,341,592.83 The Fain Group, Inc., was the only responsive bidder based on the overall unit prices. The unit prices were compared to other similar projects and were determined to be fair and competitive. Projects identified initially include: UPRR at E. Butler Railroad Crossing Improvements, Barron Lane Sidewalks and Timberline Sidewalk Improvements. The total estimated construction cost of these projects is $1,450,000.00. A portion of this contract may be paid with proceeds from the 2014 bond program. Available resources within the General Fund will be used to provide interim financing for these expenses until debt is issued. Once debt associated with this project is sold, bond proceeds will reimburse the General Fund, in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election and the subsequent actions authorizing the approval of the issuance of public securities. The Fain Group, Inc., is in compliance with the City of Fort Worth (City's) BDE Ordinance by committing to six percent MBE participation and documenting good faith effort on this task order contract. The Fain Group, Inc., identified several subcontracting and supplier opportunities. However, the MBE's contacted in Logname: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT Page 1 of 2 the areas identified did not respond and did not submit the lowest bids. The City's MBE goal on this task order contract is 15 percent. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds will be available in the various capital funds on a project by project basis and that prior to any expenditure being made, the department has the responsibility to validate the availability of funds. Approval of this recommendation does not result in additional appropriations. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # Amoun ID ID Year (Chartfield 2) FROM Fund Department ccoun Project JProgram ctivity Budget Reference # moun ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Douglas Wersig (7801) William Todd Estes (5448) Additional Information Contact: Clint Hoover (6573) ATTACHMENTS 1. 1295 Form Certificate TPW 2018 Paving Sidewalk.pd (Public) 2. BDE Fain Group- Compliance Memo-Task Order Contract.pd (CFW Internal) Logname: 202018 PAVING SIDEWALK UNIT PRICE CONSTRUCTION CONTRACT Page 2 of 2 FORT WORTH Addendum No. 1 Paving and Sidewalk Improvements Unit Price Construction Contract City of Fort Worth Project No. TPW 2018 Paving and Sidewalk Improvements Unit Price Construction Contract Addendum Issued: May 18, 2017 Bid Date: May 25, 2017 Addendum No. 1 includes the following changes or clarifications to the Project Manual and/or Plans: 1) Project Manual Changes a) Add the following bid items to the proposal: i) Item 635—9999.0131 Irrigation Repair Allowance 1 ii) Item 636—9999.0132 Irrigation Repair Allowance 2 1 iii) Item 637—9999.0133 Monolithic Median Nose iv) Item 638—9999.0134 Integral Colored/Textured Concrete Median v) Item 639—9999.0135 Integral Colored Concrete Median vi) Item 640—9999.0136 8" Conc Curb (TxDOT TY II Curb) vii) Item 641 —9999.0137 8" Conc Curb and Gutter viii)Item 642—9999.0138 1.5" Surface Milling ix) Item 643—9999.0139 1.5"Asphalt Pavement Type D x) Item 644—9999.0140 8" Yellow Raised Pavement Marker(Round) b) A revised 00 42 43 Bid Proposal form is enclosed (Revised excel version has been _ posted to Buzzsaw) Please be sure to acknowledge your receipt of this Addendum in your response. Addendum prepared by: Benjamin L. McGahey, P.E. 817-764-7471, bmcciahey@halff.com Halff Associates, Inc. TBPE Firm No. F-312 OD 42 43 BID PROPOSAL Page 1 of 13 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID BIDDER'S APPLICATION PROJECT ITEM INFORMATION I BIDDER'S PROPOSAL BID O �h M Description Specifkation Section No. Measure Range (Max per Unit Price Bid Value Targe) 1 0135.0101 Railroad Coordination 013513 LS 1 1 $ - 2 0135.0102 Railroad Flagmen 013513 1 WO 1 151 15 $ BASE BID-UNIT 1-General Conditions 1-100 100 $ 3 0241.0100 Remove Sidewalk 02 41 13 SF 101-500 500 $ 501-1000 10007 $ 1001+ 1001 $ 1-100 100 $ 101-200 200 $ 4 0241.0200 Remove Step 024113 SF 201-400 400 $ 401-1000 1000 $ 5 0241.0300 Remove ADA Ramp 024113 1 EA 25 25 S 1400 100 $ ,— S 6 0241.0401 Remove Concrete Drive 024113 SF 101-500 500501-100D 1000 $ 1001+ 1001 $ 1-100 100 $ 7 0241.0402 Remove Asphalt Drive 02 41 13 SF 101-500 500 $ 501-1000 1000 1001+ 1001 $ 1-100 100 $ $ - 8 0241.0403 Remove Brick Drive 02 4113 SF 101-200 200201-400 400 $ 401-600 1-50 50 $ 9 0241.0500 Remove Fence 02 41 13 LF 51-100 100 5 - 101-150 150 $ 151+ 151 $ 1-50 50 $ 10 0241.0550 Remove Guardrail 024113 LF 51-100 100 $ 101-150 150 $ 151+ 151 $ 1-10 10 $ 11 0241.0600 Remove Wall c4' 02 41 13 LF 11-20 20 $ 21-30 30 $ : 31+ 31 $ 12 0241.0700 Remove Mailbox 024113 EA 25 25 $ 13 0241.0701 Remove Multiple User Mailbox 02 41 13 EA 15 15 $ 1-50 50 14 0241.0800 Remove Rip Rap 02 41 13 SF 51400 100 $ 101-150 ISO 151+ 151 $ 15 0241.0900 Remove Misc Conc Structure UL 41 li L1 10 MI 1-100 100 $ 16 0241.1000 Remove COnc Pvmt 02411S SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ '� 17 0241.1001 Water Line Grouting 02 41 14 CY 150 150 $ 1-50 50 $ $ 18 0241.1011 Remove 4"Water Line 02 41 14 LF 51-100 100101-150 150 $ 151+ 151 $ "� 1-50 50 $ 19 0241.1012 Remove 6"Water Line 024114 LF 51-100 100 $ 101-150 150 $ 151+ 151 $ 1-50 50 $ - 20 0241.1013 Remove 8"Water Line 02 41 14 LF 51-100 100 $101-150 150 $ 151+ 151 $ 1-50 50 $ 21 0241.1014 Remove 10*Water Line 024114 LF 51-100 100 $ 101.150 150 151+ 151 $ 1-50 50 $ $ 22 0241.1015 Remove 12"Water Line 02 41 14 PLF 51-100 100 101-150 150 $1+ 15 151 $ 1-100 100 $ er 23 0241.1100 Remove Asphalt Pvmt 02 41 15 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ 24 0241.1118 4"-12"Pressure Plug 02 4114 EA 15 15 $ 1-100 100 $ 25 0241.1200 Remove Brick Pvmt 02 41 15 SY 101-500 S00 $ e. 501-1030 1000 $ 1001+ 1001 $ 1-3 3 $ $ 26 0241.1218 4"42"Water Abandonment Plug 024114 EA 4-6 67-10 30 $ 11+ 11 Addendum No.1 1 of 13 2018 Paving and Sidewalk Improvements Unit Price Construction Contract w 004243 BID PROPOSAL Page 2 of 13 w BID ITEM Unit of Quantity Quantity NO. Description Specification Section No. Measure Rhe (Max per Unit Price Bid Value range) 1-100 100 $ $ 27 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 101-500 Soo 501-IODO 1000 $ 1001+ 1001 S 28 0241.1301 Remove 4"Water Valve 024114 EA 15 15 $ 29 0241.1302 Remove 6'Water Valve 024114 EA 15 15 $ 30 0241.1303 Remove 8"Water Valve 024114 EA _ 15 15 $ 31 0241.1304 Remove 10"Water Valve 02 41 14 EA 15 15 $ 32 0241.1305 Remove l2"Water Valve 024114 EA 15 15 $ 1-50 SO $ 33 0241.1400 Remove Cont Valley Gutter 02 41 15 SY 51-100 100 $ 101-150 150 $ 151+ 151 $ 34 0241.1401 Abandon 4"Water Valve 024114 EA 15 15 $ 35 0241.1402 Abandon 6"Water Valve 024114 EA 15 15 $ 36 0241.1403 Abandon 8"Water Valve 024114 EA IS 15 $ 37 0241.1404 Abandon 10"Water Valve 02 41 14 EA 15 15 $ 38 0241.1405 Abandon 12"Water Valve 024114 EA 15 15 $ 1-500 500 $ 39 0241.15011"Wedge Milling 024115 SY 5014000 1000 $ 1001-2000 2000 $ 2001+1 2001 $ 1-500 Soo $ $ 40 0241.1502 2"Wedge Milling 02 41 1S SY 501-1000 10001001-2000 2000 $ 2001+ 2001 $ 1-500 Soo $ 41 0241.1503 3"Wedge Milling 024115 SY 5014000 1000 $ 1001-2000 2000 $ 2001+ 2001 $ 1-500 Soo $ 42 0241.1504 4"Wedge Milling 02 41 15 SY 501-1000 1000 $ 1001-2000 2000 $ 2001+ 2001 $ 1-500 Soo $ 43 0241.1505 1"Surface Milling 02 41 15 SY 501-1000 1000 $ n. 1001-2000 2000 $ 2001+ 2001 $ 1-500 500 $ 44 0241.1506 2"Surface Milling 02 41 15 SY 5014000 1000 $ - 1001-2000 2000 $ 2001+ 2001 $ 1-500 Soo $ 45 0241.1507 3'Surface Milling 024115 SY 5014000 1000 $ 1001-2000 2000 $ 2001+ 2001 $ I-500 500 $ 46 0241.1508 4"Surface Milling 024115 SY 501-1000 1000 $ 1001-2000 2000 $ 2001+ 2001 $ 47 0241.1510 Salvage Fire Hydrant 02 4114 EA 5 5 $ 48 0241.1511 Salvage L/4"Water Meter 024114 EA 5 5 $ 49 0241.1512 Salvage 1"Water Meter 02 41 14 EA 5 5 $ 50 0241.1513 Salvage 11/2"Water Meter 024114 EA 5 5 $ 51 0241.1514 Salvage 2"Water Meter 02 41 14 EA 5 5 $ 52 0241.1515 Salvage 3"Water Meter 024114 EA 5 5 $ 53 0241.1516 Salva 4"Water Meter 024114 EA 5 5 $ 54 0241.1517 Salvage 6"Water Meter 02 41 14 EA 5 5 $ 55 0241.1518 Salvage 8"Water Meter 02 41 14 EA 5 5 $ rt 56 0241.1519 Salvage 10"Water Meter 02 41 14 EA 5 5 $ 1-50 SO $ 51-100 100 $ 57 0241.1600 Butt Milling 02 41 1S LF 101-200 200 $ 201+ 201 $ 58 0241.1601 Salvage Water Sampling Station 024114 EA 5 5 $ 59 0241.2001 Sanitary Line Grouting 024114 CY 150 150 $ 60 0241.2011 Remove 4"Sewer Line 02 41 14 LF 300 300 $ 61 0241.2012 Remove 6"Sewer Line 02 41 14 LF 300 300 $ 62 0241.2013 Remove 8"Sewer Line 024114 LF 300 300 $ 63 0241.2014 Remove SO"Sewer Line 024114 LF 1 300 300 $ 64 0241.2015 Remove 12"Sewer Line 02 41 14 LF 300 300 $ 65 0241.2101 4"Sewer Abandonment Plug 02 41 14 EA 101 10 $ 66 0241.2102 6"Sewer Abandonment Plug 02 41 14 EA SO 10 $ 67 0241.2103 8"Sewer Abandonment Plug 02 41 14 EA 10 10 $ 68 0241.2104 10"Sewer Abandonment Plug 02 41 14 EA 10 10 $ 69 0241.2105 12"Sewer Abandonment Plug 024114 EA 10 10 $ 70 0241.2201 Remove 4'Sewer Manhole 02 41 14 EA 10 10 $ 71 0241.2202 Remove 5'Sewer Manhole 02 41 14 EA 10 10 $ 72 0241.2203 Remove 6'Sewer Manhole 02 41 14 EA 10 10 $ 73 0241.2301 Remove Sewer Junction Structure 024114 EA 5 5 $ 74 0241.3001 Storm Line Grouting024114 CY 150 ISO $ 75 0241.3011 Remove 15"Storm Line 02 41 14 LF 300 30030076 00 $ 76 0241.3012 Remove 16"Storm Line 024114 LF 300 300 $ 77 0241.3013 Remove 18"Storm Line 02 41 14 LF 300 300 $ 78 0241.3014 Remove 21"Storm Line 02 41 14 LF 300 300 $ 79 0241.3015 Remove 24"Storm Line 02 41 14 LF 300 300 $ _ 80 0241.3016 Remove 27"Storm Line 02 41 14 LF 300 300 $ 81 0241.3017 Remove 30"Storm Line 024114 LF 300 300 $ 82 10241.3018 Remove 33"Storm Line 02 41 14 LF300 300 $ 83 10241.3019 Remove 36"Storm Line 02411 LF 300 300 $ Addendum No.1 20113 2018 Paving and Sidewalk Improvements Unit Price Construction Contract 00 42 43 BID PROPOSAL Page 3 of 13 4uar�q BID NOM Description SpecifIcation Section No. Unit of QP-Aitv Meawrc gyAe (Max per Unit Price Bid Value range( 84 0241.3020 Remove 39"Storm Line 02 41 14 LF 300 300 $ 85 0241.3021 Remove 42"Storm Line 02 41 14 LF 300 300 $ 86 0241.3022 Remove 45"Storm Line 02 41 14 LF 300 300 $ �„ 87 0241.3023 Remove 48"Storm Line 024114 LF 300 300 $ 88 10241.310115"Storm Abandonment Plug 024114 EA 10 10 $ 89 0241.3102 18"Storm Abandonment Plug 02 41 14 EA 10 10 $ 90 0241.3103 21"Storm Abandonment Plug 024114 EA SO 10 $ 91 0241.3104 24"Storm Abandonment Plug____ __ _ 02 41 14 EA_ _ _ 10 10 92 0241.3105 27"Storm Abandonment Plug 02 41 14 EA 10 10 $ ... 93 0241.3106 30"Storm Abandonment Plug 02 41 14 EA 10 30 $ 94 0241.3107 33"Storm Abandonment Plug 02 41 14 EA 10 10 5 95 0241.3108 36"Storm Abandonment Plug 024114 EA 10 10 $ 96 10241.3109 39"Storm Abandonment Plug 02 41 14 EA 10 10 $ 97 0241.3110 42"Storm Abandonment Plug 02 41 14 EA SO 10 $ 98 0241.3111 45"Storm Abandonment Plug 024114 EA 10 30 $ 99 0241.3112 48"Storm Abandonment Plug 02 41 14 EA 10 10 $ 100 0241.3201 Remove Storm Sewer Box 02 41 14 LF 50 So $ 101 0241.3301 Remove 3'Round Manhole Riser 02 41 14 EA 10 SO $ 102 0241.3302 Remove 4'Manhole Riser 024114 EA 10 10 5 103 0241.3303 Remove 5'Manhole Riser 02 41 14 EA 10 10 $ .� 104 0241.3401 Remove 4'Storm Junction Box 02 41 14 EA 10 SO $ 105 0241.3402 Remove S'Storm Juntion Box 02 41 14 EA 10 10 $ 106 0241.3403 Remove 6'Storm Junction Box 02 41 14 EA 10 30 107 0241.3404 Remove 7 Storm Junction Box 02 41 14 EA 10 10 $ 108 0241.3405 Remove 8'Storm Junction Box 024114 EA 10 10 $ 109 0241.3501 Remove Storm Junction Structure 02 41 14 EA 10 30 $ 110 0241.4001 Remove 30'Curb Inlet 02 41 14 EA 10 10 $ 111 0241.4002 Remove 15'Curb Inlet 02 41 14 EA 10 10 $ 112 0241.4003 Remove 20'Curb Inlet 024114 EA 10 10 $ 113 0241.4004 Remove 30'Curb Inlet 02 41 14 EA 10 SO $ _ 114 0241.4101 Remove 10'Recessed Inlet 02 41 14 EA 30 10 $ _ 115 0241.4102 Remove IS'Recessed Inlet 024114 EA 10 10 $ 116 0241.4103 Remove 20'Recessed Inlet 02 41 14 EA 10 10 $ 117 0241.4104 Remove 30'Recessed Inlet 02 41 14 EA 10 10 $ 118 0241.4201 Remove 4Drop Inlet 024114 EA 10 10 $ 119 0241.4202 Remove S'Drop Inlet 024114 EA 10 10 $ 120 0241.4203 Remove 6'Drop Inlet 02 41 14 EA 10 10 $ 121 0241.4301 Remove 2'Grate Inlet 02 41 14 EA 10 10 $ 122 0241.4302 Remove 3'Grate Inlet 02 41 14 EA 10 10 $ 123 0241.4303 Remove 4'Grate Inlet 024114 EA 10 10 $ 124 0241.4401 Remove Headwall/SEF 024114 EA 10 10 $ 12S 0241.4501 Remove 6"Trench Drain 02 41 14 LF SO 10 $ 126 0241.4502 Remove 8"Trench Drain 02 41 14 LF So 50 $ 127 0241.4503 Remove 12"Trench Drain 024114 LF 50 50 128 0241.4504 Remove 18"Trench Drain 02 41 14 LF 50 So $ 129 0241.4505 Remove 24"Trench Drain 024114 LF 50 50 $ 130 0241.5001 Abandon Manhole 024114 EA 101 10 $ BASE BID-UNIT 2-Existing Conditions $ 131 3110.0102 6"-12"Tree Removal 311000 EA 10 10 $ 132 3110.0103 12"48"Tree Removal 311000 EA 10 10 $ 133 3110.0104 18"-24"Tree Removal 311000 EA 10 10 $ 134 3110.0105 24"and Larger Tree Removal 3110 W EA 10 10 $ 135 3123.0101 Unclassified Excavation by Plan 312316 CY 150 150 $ 136 3123.0103 Borrow by Plan 312323 CY ISO 150 $ 137 13124.0101 Embankment by Plan 312400 CY 150 150 $ 138 3125.0101 SWPPP 2l acre 312500 IS 5 51 1 $ 139 3137.0101 Concrete Riprap 3137 00SY 250 250 $ 140 3137.0102 Large Stone Ri ra d 3137 00 SY 250 250 $ 141 3137.0104 Medium Stone Ri ra,d 313700 SY 250 250 $ 142 3137.0107 Block Ri ra,dry 1 313700 1 SY I 2S0 $ BASE BLD-UNIT 3-Earthwork $ 7 77- 7 ARAM #a 143 3201.0111 4'Wide Ai4phalt Pvmt Repair,Residential 320117 LF 150 150 $ 144 3201.0112 5'Wide Asphalt Pvmt Repair,Residential 32 01 17 LF 150 150 5 145 3201.0113 6'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 146 3201.0114 7'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 147 3201.0115 8'Wide Asphalt Pvmt Repair,Residential 3701 17 1 F 19n 150 S 148 3201.0116 9'Wide Asphalt Pvmt Repair,Residential 32 01 17 LF 150 150 $ �` 149 3201.0117 10'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 150 3201.0121 4'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 $ 151 3201.0122 S'Wide 8Rhalt Pvmt Repair,Arterial 320117 LF 150 150 5 152 3201.0123 6'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 153 3201.0124 7'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 $ va 154 3201.0125 8'Wide Asphalt Pvmt Repair,Arterial 320117 LF ISO ISO $ 155 3201.0126 9'Wide Asphalt Pvmt Re air,Arterial 320117 LF 150 150 $ 156 3201.0127 10'Wide Asphalt Pvmt Repair,Arterial 320117 LF 150 150 $ 157 3201.0131 4'W ide Asphalt Pvmt Repair,Industrial 320117 LF 150 150 $ 158 3201.0132 5'Wide Asphalt Pvmt Repair,Industrial 32 01 17 LF 150 150 $ 159 3201.0133 6'Wide Asphalt Pvmt Repair,Industrial 370117 LF 1501 150 $ 160 32010134 Y wide Asphalt alt Pvmt Repair,Industrial 32 011? LF -n '5Ac - 161 3201.0135 8'Wide Asphalt Pvmt Repair,Industrial 32 01 17 LF 150 150 $ 162 3201.0136 9'Wide Asphalt Pvmt Repair,Industrial 320117 LF 150 ISO $ 163 3201.0137 10'Wide Asphalt Pvmt Repair,Industrial 320117 LF 150 150 $ 164 3201.0150 Asphalt Pvmt Repair,Sewer Service 32 01 17 LF 150 150 $ - 165 3201.0151 Asphalt Pvmt Repair,Water Service 320117 LF 150 150 $ 166 3201.0201 Asphalt Pvmt Repair Beyond Defined Width Residential 320117 SY 300 300 $ 167 3201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 330217 SY 300 300 $ Addendum No.1 3 of 13 2018 Paving and Sidewalk Improvements Unit Prke Construction Contract 0042 43 BID PROPOSAL Page 4 of 13 BID REM Unit of OMM"tY CO Y Description Specification Section No. (Mu per Unit Price Bid Value NO. Measure Range r-v) 168 3201.0203 Asphalt Pvmt Repair Beyond Defined Width,Industrial 34 01 17 SY 300 300 $ 169 3201.0301 1"Extra Width Asphalt Pavment Repair 32 01 17 SY 150 150 $ 170 3201.0302 3"Extra Width Asphalt Pavment Repair 32 01 17 SY 150 150 $ 171 3201.0303 4"Extra Width Asphalt Pavment Repair 320117 SY 150 150 $ 172 3201.0400 Temporary Asphalt Paving Repair 320118 LF 1501 150 $ 173 3201.0614 Conc Pvmt Repair,Residential 320129 SY 150 150 $ 174 3201.0616 Conc Pvmt Repair,Arterial/industrial 320229 SY 150 150 $ 175 3201.0654 Conc Pvmt Repair,HES,Residential 320129 SY 150 150 $ 176 3201.0656 Conc Pvmt Repair,HES Arterial/industrial 320129 SY 150 150 $ 1-100 100 $ 177 3211.0112 6"Flexible Base,Type A,GR-1 321123 SY 101-500 S00 $ 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ Y 178 3211.0113 8"Flexible Base,Type A.GR-1 321123 SY 101-500 500 $ - 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ $ 179 3211.0114 10'Flexible Baca,Type A,GR-1 321123 SY 101-500 500501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 180 3211.0115 12"Flexible Base,Type A,GR-1 321123 SY 101-500 S00 $ 501-1000 1000 $ 1001+ 1001 $ 181 3212.0302 2"Asphalt Pvmt Type D 32 12 16 SY 2000 2000 $ 182 3212.0303 3"Asphalt Pvmt Type D 32 12 16 SY 2000 2000 $ 183 3212.0304 4"Asphalt Pvmt Type D 32 12 16 SY 2000 2000 $ 184 3212.0401 HMAC Transition 321216 TN 60 60 $ 185 3212.0501 4"Asphalt Base Type B 321216 SY 2000 2000 $ 186 3212.0502 5"Asphalt Base Type B 321216 SY 2000 2000 $ 187 3212.0503 6"Asphalt Base Type 8 321216 SY 2000 2000 $ 188 3212.0504 7'Asphalt Base Type B 32 12 16 SY 2000 2000 $ 189 3212.0505 8"Asphalt Base Type B 32 12 16 SY 2000 2000 $ 1-100 100 $ $ - 190 3213.0101 6"Conc Pvm101-500 500t 321313 SY 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 191 3213.0102 7'Cont Pvmt 321313 SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ s 1-100 100 $ 192 3213.0103 8'Conc Pvmt 321313 SY 101-500 Soo $ 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 193 3213.0104 9'Cont Pvmt 321313 SY 101-500 Soo $ 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 194 3213.0105 10'Conc Pvmt 321313 SY 101-500 Soo $ - 501-1000 IODO $ 1001+ 1001 $ 1-100 100 $ 195 321.3.0106 11"Conc Pvmt 32 13 13 SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ _ 1-100 100 $ 196 3223.0107 12'Conc Pvmt 321313 SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 197 3213.OZ01 6"Conc Pvmt HES 321313 SY 101-500 500 $ 501-1000 1000 $ 1001+1 1001 $ 1-100 100 198 3213.0202 7'Conc Pvmt HES 32 13 13 SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 199 3213.0203 8'Conc Pvmt HES 321313 SY 101-500 500 $ SO1-1000 1000 $ 1001+ 1001 $ 1-100 100 200 3213.0204 9"Conc Pvmt HES 32 13 13 SY 101-500 500 501-1000 1000 $ 1001+ 1001 $ 1-100 100 $ 201 3213.0205 10'Conc Pvmt HES 321313 SY 101-500 500 $501-1000 1000 $ ' 1001+ 1001 $ 1-100 100 $ 202 3213.0206 11"Conc Pvmt HE5 32 13 13 SY 101-500 500 $ 501-1000 1000 $ 1001+ 1001 _ 1-100 100 $ 203 3213.0207 12"Conc Pvmt HES 321313 SY 101-500 500 $ 501-1000 1000 1001+ 1001 $ Addendum No.1 4 of 13 2018 Paving and Sidewalk Improvements Unit Price Construction Contract W 42 43 r BID PROPOSAL Page 5 0(13 BID ITEM Unit of Quantity Quantity NO. Description Specification Section No. Measure Range (Max per Unit Price Bid Value ran P) 1-2500 2500 $ 204 3213.0301 4"Conc Sidewalk 32 13 20 SF 2501-5000 5000 $5001-7500 7500 $ 7501+ 7501 $ 1-2500 2500 $ 205 3213.0302 5'Cont Sidewalk 32 13 20 SF 2501-5000 5000 $ 5001-7500 7500 $ 7501+ 7501 $ 1-2500 2500 $ 206 3213.0303 6"Conc Sidewalk 32 13 20 SF 2501-5000 5000 $5001-7500 7500 $ 7501+ 7501 $ 1-2500 2500 $ 207 3213.0311 4"Conc Sidewalk,Adjacent to Curb 32 13 20 SF 2501-5000 5000 5 5001-7500 7500 $ 7501+ 7501 $ 1-2500 2500 $ 208 3213.0312 5"Conc Sidewalk,Adjacent to Curb 321320 SF 2501-5000 5000 $ - 5001-7500 7500 7501+ 7501 $ 1-2500 2500 $ $ - 209 3213.0313 6"Conc Sidewalk,Adjacent W Curb 321320 SF 2501-5000 50005001-7500 7500 $ 7501+ 7501 $ I-500 Soo $ 210 3213.0401 6"Concrete Driveway 321320 SF 501-1000 1000 $ a� 1001+ 1001 $ 1-S00 Soo $ 211 3213.0402 7"Concrete Driveway 32 13 20 SF 501-1000 1000 $ 1001+ 1001 $ 1-500 500 $ o 212 3213.0403 8"Concrete Driveway 321320 SF 501-1000 1000 $ 1001+ 1001 $ 213 3213.0501 Barrier Free Ramp,Type R-1 32 13 20 EA 20 20 $ 214 3213.0502 Barrier Free Ramp,Type U-1 32 13 20 EA 20 20 $ 215 3213.0503 Barrier Free Ramp,Type M-1 321320 EA 20 20 $ 216 3213.0504 Barrier Free Ramp,Type M-2 32 13 20 EA 20 20 $ +� 217 3213.0505 Barrier Free Ramp,Type M-3 32 13 20 EA 20 20 $ 218 3213.0506 Barrier Free Ramp,Type P-1 321320 EA 20 20 $ 219 13213.0507 Barn er Free Ramp,Type P-2 32 13 20 EA 20 20 $ 220 3213.0508 Barter Free Ramp,Type C-1 32 13 20 EA 20 20 $ 221 3213.0509 Barrier Free Ramp,Type C-2 32 13 20 EA 20 20 $ 222 32130510 Barrier Free Ramp,Type C3 321320 EA 20 20 $ 1-250 250 $ 223 3216.0101 6"Conc Curb and Gutter 321613 UP 251-500 500 $501-750 750 $ 751+ 751 $ 1-250 2SO $ _ $ - 224 3216.0302 7"Conc Curb and Gutter 321613 LF 251-500 500501-750 750 5 751+ 751 $ 1-20 20 $ 225 3216.03019"Conc Valley Gutter,Residential 321613 SY 21AO 40 $ 41-60 60 $ 61+ 61 $ 1-20 20 $ 226 3216.0302 11"Conc Valley Gutter,Arterial/Industrial 32 16 13 5Y 21-40 40 $ - 41-60 60 $ 61+ 61 $ _ 227 3217.0001 4"SLD Pvmt Maridng HAS W) 32 17 23 LF 1500 1500 $ 228 3217.0002 4"SLD Pvmt Markin HAS Y 32 17 23 LF 1000 1000 $ 229 3217.0003 4"BRK Pvmt Markin HAS W 32 17 23 LF 500 500 $ 230 3217.0004 4"BRK Pvmt Markin HAS Y 32 17 23 LF 500 500 $ 231 3217.0005 4"DOT Pvmt Markin HAS W 32 17 23 LF 250 250 $ 232 3217.0006 4"DOT Pvmt Markin HAS 32 17 23 LF 250 250 $ +� 233 3217.0007 4"SLD Pvmt Markin Ta W 32 17 23 LF 1000 1000 $ 234 3217.0008 4"SLD Pvmt Markin Tape(V) 32 17 23 LF 1000 1000 $ 235 3217.0101 6"SLD Pvmt Markin HAS 32 17 23 LF 1000 1000 $ 236 3217.0102 6'SLD Pvmt Markin HAS Y 32 17 23 LF 1000 1000 $ 237 3217.0103 6"8RK Pvmt Markin HAS 321773 LF 500 500 238 3217.0104 6'DOT Pvmt Markin HAS W 32 17 23 LF 250 250 $ ~ 239 3217.0105 6-HD Pvmt Markin Ta W 32 17 23 IF 1000 1000 $ 240 3217.0106 6"SLD Pvmt Markin Ta Y 32 17 23 LF 1000 1000 $ 241 3217.0201 8"SLD Pvmt Markin HAS W 32 17 23 IF 1000 1000 $ 242 3217.0202 8"SLD Pvmt Markin HAS 32 17 23 IF 1000 1000 $ 243 3217.0203 8"SLD Pvmt Markin Ta (W) 32 17 23 LF 1000 1000 $ 244 3217.0204 8"SLD Pvmt Markin Ta Y 32 17 23 LF 1000 1000 i 245 3217.0301 12"SLID Pvmt Marking HAE W 32 17 23 LF 1000 1000 $ 246 3217.0302 12"SLD Pvmt Markin HAE Y 321723 LF 1000 1000 $ 247 3217.0303 12"SLD Pvmt Markin Tape W 3217 23 LF 1000 1000 $ 248 3217.0304 12"SLD Pvmt Markin Ta Y 32 17 23 LF 10DOI 1000 $ 249 3217.0401 18"SLD Pvmt Markin HAE W 321723 LF 500 Soo $ n 250 3217.,..^.2 18"SLD Nmt Marking Tape(W) 32 17 23 LF Soo SOo $ 251 3217.0501 24"SLD Pvmt Markin HAE W 32 17 23 LF 1500 1500 $ 252 3217.1001 Lane Legend RR 321723 EA 10 10 $ 253 3217.1002 Lane Legend Arrow 321723 EA 20 20 $ 254 3217.1003 Lane end OBL Arrow 321723 EA 10 10 5 255 3217.1004 Lane Legend Only 32 17 23 EA 20 20 $ 256 3217.1005 Lane Legend Bus Lane 32 17 23 EA 20 20 $ 257 3217.1006 Lane Legend Bike 321723 EA 501 50 $ Addendum No.1 5 of 13 2018 Paving and Sidewalk Improvements Unit Price Construction Contract 00 42 43 BID PROPOSAL Page 6 of 13 i QU-" BID ITEM Unit of QuanOty NO. Description Specification Section No. Measure Rafe (Mu per Unit Price Bid Value ranv) 258 3217.1007 Lane Legend Sharrow 32 17 23 EA 100 100 $ 259 3217.1008 Parking Lot Legend HC 321723 EA 25 25 S _ 260 3217.2001 Raised Marker TY W 32 17 23 EA 1000 1000 S 261 3217.2002 Raised Marker TY Y 32 17 23 EA 1000 1000 S 262 3217.2101 REFL Raised Marker TY I-A 32 17 23 EA 250 250 $ 263 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 250 250 $ 264 3217.2103 REFL Raised Marker TY 11-A-A 321723 EA 250 250 $ 265 3217.2104 REFL Raised Marker TY 11-C-R 32 17 23 EA 250 250 $ 266 3217.3001 Raised Marker,Work Zone 321723 EA 250 250 $ 267 3217.3101 Tab Marker TVW 321723 EA 500 500 $ 268 3217.3102 Tab Marker TY Y 32 17 23 EA 500 500 $ 269 3217.4201 Fire Lane Marking 32 17 23 LF S00 500 $ 270 3217.4301 Remove 4"Pvmt Marking 32 17 23 LF 1 2000 2000 $ 271 3217.4302 Remove 6"Pvmt Marking 32 17 23 LF 1000 1000 $ 272 3217.4303 Remove B"Pvmt Marking 32 17 23 LF 2000 2000 S 273 3217.4304 Remove 12"Pvmt Marking 32 17 23 LF 2000 2000 $ 274 3217.4305 Remove 18"Pvmt Marking 32 17 23 LF 1000 1000 $ 275 3217.4306 Remove 24"Pvmt Marking 321723 LF 2000 2000 $ 276 3217.4307 Remove Raised Marker 321723 EA 2000 2000 $ 277 3217.4401 Remove Lane Legend RR 32 17 23 EA 20 20 $ 278 3217.4402 Remove Lane Legend Arrow 32 17 23 EA 25 25 $ 279 3217.4403 Remove Lane Legend DBL Arrow 32 17 23 EA 20 20 $ 280 3217.4404 Remove Lane Legend Only 32 17 23 EA 25 25 S 281 3217.4405 Remove Lane Legend Bus Lane 32 17 23 EA 25 25 $ 282 3217.4406 Remove Lane Legend Bike 32 17 23 FA 50 50 $ 283 3217.4407 Remove Lane Legend Sharrow 32 17 23 EA 50 50 $ 284 3217.4408 Remove Lane Legend HC 32 17 23 EA 25 25 $ 28S 3231.0111 4'Chain Unk,Steel 323113 LF 200 200 $ 286 3231.0112 S'Chain Link,Steel 323113 LF 200 200 $ 287 3231.0113 6'Chain Link,Steel 323113 LF 200 200 $ a� 288 3231.0114 8'Chain Link,Steel 323113 LF 200 200 $ - 289 3231.0115 10'Chain Link,Steel 32 31 13 LF 200 200 $ 290 3231.0121 4'Chain Unk,Aluminum 323113 LF 200 200 $ 291 3231.0122 5'Chain Link,Aluminum 323113 LF 200 200 $ 292 3231.0123 6'Chain Link,Aluminum 323113 LF 200 200 $ 293 3231.0124 B'Chain Link,Aluminum 32 31 13 LF 200 200 $ 294 3231.0125 JO'Chain Link,Aluminum 323113 LF 2001 200 $ 295 3231.0211 Barbed Wire Fence,Metal Posts 323126 LF 200 200 $ 296 3231.0221 Barbed Wire Fence Wood Posts 323126 LF 200 200 $ 297 3231.0411 4'Fences Wood 323129 LF 200 200 $ 298 3231.0412 6'Fences,Wood 323129 LF 200 200 $ 299 3231.0413 8'Fences Wood 323129 LF 200 200 $ >. 300 3232.0100 Conc Ret Wall with Sidewalk,Face 32 32 13 SF 200 200 $ 301 3232.0101 Conc RM Wall with Sidewalk Sidewalk 32 32 13 SF 200 200 $ 1-100 100 $ 302 3291.0100 Topsoil 32 91 19 CY 1012 200 $ 201-300 300 $ 301+1 301 $ 1-1000 1000 $ 303 3292.0100 Block Sod Placement 32 92 13 5Y 1001-20001 2000 $ 2DOl-30001 3000 $ 3001+1 3001 $ 1-1000 1000 $ 304 3292.0500 Seeding,Soil Retention Blanket 32 92 13 5Y 1001-2000 20001 $ 2001-3000 3000 $ 3001+ 3001 $ 305 3293.0102 Plant 2"Tree 32 93 43 EA 10 10 $ 306 3293.0303 Plant 3"Tree 32 93 43 EA 10 SO $ 307 3293.0104 Plant 4"Tree 32 93 43 EA 10 10 $ 308 3293.0105 Plant S"Tree 32 93 43 EA 10 SO $ 309 3293.0106 Plant 6"Tree 32 93 43 EA 10 10 $ BASE 610-UNIT 4-Exterior Improvements $ �^ 310 3305.00014"Waterline Lowering 330512 EA 5 5 $ - 311 3305.0002 6"Waterline Lowering 33 05 12 EA 5 5 $ 312 3305.0003 8"Waterline Lowering 330512 EA 5 5 $ 313 3305.0004 10"Waterline Lowering 330512 EA 5 5 $ 314 3305.0005 12"Waterline Lowering 330512 EA 5 5 $ 315 3305.0101 Fire Hydrant Stem Extension 330514 EA 5 5 $ 1-10 10 $ 316 3305.0103 Exploratory Excavation of Existing Utilities 330530 EA 11-50150 00 $ 51-1 100 $ 101+1 101 $ 317 3305.0105 Inlet Adjustment 330514 EA 10 10 $ 318 3305.0106 Manhole Adjustment Major 330514 EA 10 SO S 319 3305.0107 Manhole Adjustment Minor 330514 EA 10 10 $ 320 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 10 SO $ 321 3305.0109 Trench Safety 330510 LF 100 100 $ 322 3305.0110 Utility Markers 33 05 26 LS 1 1 $ 323 3305.0111 Valve Box Adjustment 33 05 14 EA 10 10 324 3305.0112 Concrete Collar 33 05 17 FA 10 SO $ 325 3305.0114 Manhole Adjustment Major w/Cover 33 05 14 EA 10 10 $ 1-10 10 $ 326 3305.0115 Vacuum Excavation 330530 EA 11-50 50 $ 51-100 100 $ 101+ 101 $ 327 3305.0203 Imported Embedment/Backfill,CLSM 330510 CY 20 22i i $ 328 3311.0001 Ductile Iron Water Fittings w/Restraint 331111 TON 1 1 $ 329 13311.0041 4"Water Pie 33 1110.33 1112 1 LF 100 1001 1 $ Addendum No.1 6 of 13 2018 Paving and Sidewalk improvements Unit Price fmsinxtlon Contract 00 42 43 BID PROPOSAL Pap 7 of 13 Quardft BIDS M Description Simon Section No. UnitMeasOf Rangy (Max per Unit Price Bid value rwirel 330 3311.0141 6"Water Pie 33 1110331112 LF 100 100 $ 331 3311.0241 8"Water Pipe 33 1110,33 1112 IF 100 100 $ 332 3311.0341 10"Water Pie 331110 331112 LF 100 100 S 333 3311.0441 12"Water Pipe 33 1110,33 1112 LF 100 100 S 334 3312.0001 Fire Hydrant 331240 EA 10 10 $ 335 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 10 10 S 336 3312.2001 1"Water ServiceMeter Reconnection 331210 EA 10 10 S 337 3312.20031"Water Service 331210 EA 1n to $ 338 3312.2203 2"Water Service 331210 EA 10 10 $ 339 3312.3001 4"Gate Valve 33 12 20 EA 5 5 $ 340 3312.3002 6"Gate Valve 33 12 20 EA 5 5 $ 341 3312.3003 8"Gate Valve 33 12 20 EA 5 5 $ 342 3312.3004 10"Gate Valve 331220 EA 5 5 5 343 3312.3005 12"Gate Valve 33 12 20 EA 1 5 5 $ 344 3312.3101 4"Cut-in Gate Valve 33 12 20 EA 5 5 S .4 345 3312.3102 6"Cut-in Gate Valve 33 12 20 EA 5 5 $ 346 3312.3103 8"Cutin Gate Valve 33 12 20 EA 5 5 $ 347 3312.3104 10"Cut-in Gate Valve 33 12 20 EA 5 5 $ 348 3312.3105 12"Cut-in Gate Valve 33 12 20 EA 5 5 $ 349 3331.0101 4"Sewer Pipe,Point Repair 33 3122 33 3123 LF SO 50 350 3331.0102 6"Sewer Pie Point Repair 33 3122 33 3123 LF 50 50 $ 351 3331.0103 8"Sewer Pipe,Point Repair 33 3122 33 3123 LF 50 50 $ 352 3331.0104 10"Sewer Pipe,Point Repair 33 3122 33 3123 LF I 50 50 $ 3S3 3331.0105 12"Sewer PIM Point Repair 33 3122 33 3123 LF 50 50 $ 354 3331.3101 4"Sewer Service 333150 EA 5 5 $ 355 3331.3201 6"Sewer Service 333150 EA 5 5 $ " 356 3331.3311 4"Sewer Service,Reconnection 333150 EA 5 5 $ 357 3331.3312 6"Sewer Service Reconnection 333150 EA 5 5 S 358 3331.3313 8"Sewer Service Reconnection 333150 EA 5 5 $ 359 3331.4101 4"Sewer Pie 33 1110,33 3120 LF 100 100 $ 360 3331.4108 6"Sewer Pipe 33 1110,33 3112.33 3120 LF 100 100 $ ,� 361 3331.4115 8"Sewer Pipe 33 1110,33 3112.33 3120 LF 100 100 S 362 3331.4201 10"Sewer Pie 33 1110,33 3112,33 3120 LF 100 100 $ 363 3331.4208 12"Sewer Pie 331110,33 3112,33 3120 LF 100 100 $ 364 3339.1001 4'Manhole 33 3910 33 39 20 EA 5 5 $ 365 3339.1002 4'Drop Manhole 33 39 10,33 39 20 EA 5 5 $ 366 3339.1003 4'Extra Depth Manhole 33 3910,33 39 20 VF 15 15 5 367 3339.10044'Shallow Manhole 33 39 10,33 39 20 EA 5 5 $ 368 3339.1101 5'Manhole 33 3910,33 39 20 EA 5 5 $ 369 3339.1102 S'Drop Manhole 33 3910,33 39 20 EA 5 5 $ 370 3339.1103 5'Extra Depth Manhole 33 3910,33 39 20 VF 15 15 $ 371 3339.1104 5'Shallow Manhole 33 3910,33 39 20 EA 5 5 $ 372 3339.1201 6'Manhole 33 3910,33 39 20 EA 5 5 $ 373 3339.1202 6'Drop Manhole 33 39 10 33 39 20 EA 5 5 $ 374 3339.1203 6'Extra Depth Manhole 33 39 10,33 39 20 VF IS 15 $ 375 3339.1204 6'Shallow Manhole 33 3910,33 39 20 EA 5 5 $ 376 3341.0101 15"HDPE Pie 33 41 11 LF 100 100 $ 377 3341.0102 18"HDPE Pie 33 41 11 LF 100 100 378 3341.0103 18"RCP,Class III 33 41 10 LF 100 100 $ 379 3341.0201 21"RCP Class 111 33 41 10 LF 100 loo 5 380 3341.0204 24"HDPE Pipe 33 41 11 LF 100 100 $ 381 3341.0205 24"RCP,Class III 33 41 10 LF 100 100 $ 382 3341.0208 27"RCP,Class III 334110 LF 100 100 $ 383 3341.0301 30"HDPE Pie 33 41 11 LF 100 100 $ 384 3341.0302 30"RCP Class III 33 41 10 LF 100 100 $ 385 3341.0305 33"RCP Class 111 33 41 10 LF 100 100 $ 386 3341.0308 36"HDPE Pie 33 41 11 LF 100 100 $ 387 3341.0309 36"RCP,Class III 334110 LF 100 100 $ 388 3341.0312 39"RCP,Class III 33 41 10 LF 100 100 $ 389 3341.0402 42"RCP,Class III 33 41 10 LF 100 100 $ 390 3341.0405 45"RCP,Class 111 33 41 10 LF 100 100 $ 391 3341.0409 48"RCP Class 111 33 41 10 LF 100 100 $ 392 3341.0901 15"HDPE Lateral Line 334111 LF 100 100 $ 393 3341.0902 18"HDPE Lateral Line 33 41 11 LF 100 100 $ 394 3341.0903 21"HDPE Lateral Line 334111 LF 100 100 $ +_ 395 3341.0904 24"HDPE Lateral Line 334112 LF 100 100 $ 396 3341.0905 27"HDPE Lateral Line 33 41 11 LF 100 100 $ 397 3341.0906 30"HDPE Lateral Line 33 41 11 LF 100 100 $ 398 3341.0907 36"HDPE Lateral Line 33 41 11 LF 100 100 S 399 3341 1001 3x7 Box Culvert 33 41 10 LF 100 100 40D 3341.1002 3x3 Sox Culvert 33 41 10 LF 100 100 $ 401 3341.1101 4x2 Box Culvert 334110 LF 100 100 $ 402 3341.1102 43 Box Culvert 33 41 10 LF 100 100 $ 403 3341.1103 4x4 Box Culvert 33 41 10 MLLF 100 100404 3341.1201 5x3 Box Culvert 334110 100 100 $ 405 3341.1202 5x4 Box Culvert 334110 100 100406 3341.1203 5x5 Box Culvert 334110 100 100407 3341.1301 6x2 Box Culvert 334110 100 100 408 3341.1302 6x3 Box Culvert 334130 100 100409 3341.1303 6x4 Box Culvert 334110 100 100410 3341.1304 6x5 Box Culvert 334110 100 100 $ 411 3341.1305 6x6 Box Culvert 33 41 10 LF 1 100 100 $ 412 0001»Storm junction Box11 11 IV EA 5 5 S 413 3349.0002 5'Storm Junction Box 33 49 10 EA 5 5 $ 414 3349.0003 6'Storm Junction Box 334910 EA 5 5 $ 415 3349.0104 4'Stacked Manhole 334910 EA 5 5 $ 416 3349.1000 Headwall,Box Culvert 33 49 40 CY 51 5 S ,E 417 3349.1001 18"Flared Headwall 1 pipe 334940 EA 5 5 $ 418 3349.1002 21"Flared Headwall 1 pipe 334940 EA 5 5 $ 419 3349.1003 24"Flared Headwall,1 pipe 334940 EA 5 5 $ Addendum No.1 7 of 13 2018 Paving and Sidewalk Improvements Unit Prim Construction Contract 004243 &D PROPOSAL Page 8 of 13 BID ITEM Unit of Quantity Quantity NO. Description Specification Section No. Measure Range (Max per Unit Price Bid Value range) 420 3349.1004 27"Flared Headwall,1 pipe 334940 EA 5 5 $ 421 3349.1005 30'Flared Headwall,1 pipe 334940 EA 5 5 $ 422 3349.1006 33"Flared Headwall,1 pipe 334940 EA 5 5 $ 423 3349.1007 36"Flared Headwall 1 pipe 334940 EA 5 5 $ 424 3349.1008 39"Flared Headwall 1 pipe 33 49 40 EA 5 5 $ 425 3349.1009 42"Flared Headwall,1 pipe 33 49 40 EA 5 5 $ 426 3349.1010 45"Flared Headwall,l pipe 33 49 40 EA 5 5 $ 427 3349.1011 48"Flared Headwall,l pipe 33 49 40 EA 5 5 $ 428 3349.1101 18"Flared Headwall 2 Ripes 33 49 40 EA 5 5 $ 429 3349.1102 21"Flared Headwall,2 pipes 33 49 40 EA 5 5 $ 430 3349.1103 24"Flared Headwall 2 pipes 33 49 40 EA 5 5 $ 431 3349.1104 27"Flared Headwall 2 pipes 334940 EA 5 5 $ 432 3349.1105 30'Flared Headwall 2 pipes 33 49 40 EA 5 5 $ 433 3349.2001 18"Parallel Headwall 1 pipe 33 49 40 EA 5 5 $ 434 3349.2002 21'Parallel Headwall 1 pipe 334940 EA 5 5 $ 435 3349.2003 24"Parallel Headwall 1 pipe 33 49 40 EA 5 5 $ 436 3349.2004 27'Parallel Headwall,l Pipe 33 49 40 EA 5 5 $ 437 3349.2005 30"Parallel Headwall,l pipe 334940 EA 5 5 $ 438 3349.2006 33"Parallel Headwall 1 pipe 334940 EA 5 5 $ 439 3349.2007 36"Parallel Headwall 1 pipe 334940 EA 5 5 $ 440 3349.2008 39"Parallel Headwall 1 pipe 334940 EA 1 5 5 $ 441 3349.2009 42"Parallel Headwall 1 pipe 334940 EA 5 5 $ 442 3349.2010 45"Parallel Headwall,1 pipe 334940 EA 5 5 $ 443 3349.2011 48"Parallel Headwall,1 pipe 334940 EA 5 5 $ 444 3349.210118"Parallel Headwall 2 Pipes 334940 EA 5 5 $ 445 3349.2102 21"Parallel Headwall 2 pipes 334940 EA 5 5 $ 446 3349.2103 24"Parallel Headwall 2 pipes 33 49 40 EA 5 5 $ 447 3349.2104 27"Parallel Headwall 2 pipes 33 49 40 EA 5 5 $ _ 448 3349.2105 30"Parallel Headwall 2 pipes 334940 EA 5 5 $ 449 3349.3001 18'Straight Headwall,1 pipe 33 49 40 EA 5 5 $ _ 450 3349.3002 21"Straight Headwall,1 pipe 33 49 40 EA 5 5 $ - 4S1 3349.3003 14"Straight Headwall,I pipe 33 49 40 EA 5 5 $ 452 3349.3004 27"Straight Headwall 1 i - 334940 EA 5 5 $ 453 3349.3005 30"Straight Headwall 1 pipe 33 49 40 EA 5 5 $ 4S4 3349.3006 33"Straight Headwall,1 pipe 334940 EA 5 5 $ 455 3349.3007 36"Straight Headwall,ippipe i e 33 49 40 EA 5 5 $ -- 4S6 3349.3008 39"Stra'ht Headwall,1 t e 33 49 40 EA 5 5 $ 457 3349.3009 42"Straight Headwall,1 pipe 33 49 40 EA 51 5 $ 458 3349.3010 45"Straight Headwall,l pipe 33 49 40 EA 51 5 $ 459 3349.3011 48"Straight Headwall,1 pipe 334940 EA 51 5 $ 460 3349.3101 18"Straight Headwall 2 Pipes 334940 EA 5 5 $ 461 3349.3102 21"Straight Headwall 2 Pipes 334940 EA 5 5 $ ` 462 3349.3103 24"Straight Headwall,2 pipes 334940 EA 5 5 $ 463 3349.3104 27"Straight Headwall,2 pipes 334940 EA 5 5 $ 464 3349.3105 30"Straight Headwall 2 Pipes 33 49 40 EA 5 5 $ 465 3349.4103 18"SET,1 pipe 33 49 40 EA 5 5 5 466 3349.4104 21"SET,1 pipe 33 49 40 EA 5 5 $ r 467 3349.4105 24"SET,1 pipe 334940 EA 5 5 5 468 3349.4106 27"SET,1 pipe 33 49 40 EA Sj 5 $ 469 3349.4107 30"SET,1 pipe 334940 EA S 5 $ 470 3349.4108 33"SE717,1 pipe 334940 EA 5 5 5 471 3349.4109 36"SET,1 pipe 334940 EA 5 5 5 472 3349.4110 39"SET,1 pipe 334940 EA S. 5 $ 473 3349.4111 42"SET,1 pipe 334940 EA 5 5 $ 474 3349.4112 45"SET,1 pipe 334940 EA 5 5 $ 475 3349.4113 48"SET,1 pipe 334940 EA 5 5 $ 476 3349.4203 18"SET,2 poes 33 49 40 EA 5 5 $ 477 3349.4204 21"SET,2 pipes 334940 EA 5 5 $ 478 3349.4205 24"SET,2 pipes 33 49 40 EA 5 5 $ f 479 3349.4206 27"SET,2 pipes 33 49 40 EA 5 5 $ 480 3349.4207 30"SET,2 pipes 33 49 40 EA 5 5 $ 481 3349.5001 30'Curb Inlet 33 49 20 EA 5 5 $ 482 3349.5002 15'Curb Inlet 33 49 20 EA 5 5 $ 483 3349.5003 20'Curb Inlet 33 49 20 EA 5 5 $ _ 484 3349.6001 10'Recessed Inlet 33 49 20 EA 5 5 $ 485 3349.6002 15'Recessed Inlet 33 49 20 EA 5 5 $ 486 3349.6003 20'Recessed Inlet 33 49 20 EA 5 5 $ 487 3349.7001 4'Drop Inlet 33 49 20 EA 5 5 $ 488 3349.7002 S'Drop Inlet 33 49 20 EA 5 5 $ 489 3349.7003 6'Drop Inlet 33 49 20 EA 5 5 $ 490 3349.8001 10'Type 2 Inlet 33 49 20 EA 5 5 $ 491 3349.8002 15'Type 2 Inlet 33 49 20 EA 5 5 $ 492 3349.8003 20'Type 2Inlet 334920 EA 5 5 $ 493 3349.9001 2'Grate Inlet 33 49 20 EA 5 5 $ 494 3349.9002 3'Grate Inlet 33 49 20 EA 5 5 $ 495 13349.9003 4'Grate Inlet 33 49 20 EA 51 5 $ BASE BID-UNITS-Utilities $ 496 3441.4001 Furnish/Install Alum Sign Mast Arm Mount 344130 EA 25 25 $ 497 3441.4002 FumisA Install Alum Sign Ground Mount TxDOTStd. 344130 EA 25 25 $ 498 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 25 25 $ 499 3441.4004 Furnish/Install Alum Sign Ex.Pole Mount 34 41 30 EA 25 25 $ 500 3441.4108 Remove Sign Panel and Post 34 41 30 EA 25 25 $ 501 3441.4109 Remove Sin Panel 34 41 30 EA 25 25 $ 502 3441.4110 Remove and Reinstall Sin Panel and Port 34 41 30 EA 25 25 $ H503 3471.0001 Traffic Control 347113 MO 10 10 $ 504 3471.0002 Portable Message Sin 347113 WK 50 50 $ BASE 81D-UNIT 6-Transportation $ Addendum Na.1 9 of 13 2018 Paving and Sidewalk Improvements Unit Price Construction Contract 00 42 43 BID PROPOSAL Page 9 of 13 QssantltY BID NOM DescriptionSpecifkatlon Section No. Measure Range unit Que" Per Unit Price Bid Value " range) SOS 9999.0001 Work Order Mobilization$0-$100,000) 1 017000 EA 1 1 $ 5,000.00 $ 5,000.00 506 9999.0002 Work Order Mobilization$100,001-$300,000) 017000 EA 1 1 $ 15 000.00 $ 15 000.00 r 507 9999.0003 Work Order Mobilization $300,001-$600,000 017000 EA 1 1 $ 30,000.00 $ 30000,00 508 9999.0004 Work Order Mobilization($600,000+) 017000 EA 1 1 $ 40,000.00 $ 40000.00 1-50 50 $ 509 9999.0005 Remove Gravel Drive 02 41 13 SF 51-100 100 $ 101-200 200 201-300 300 $ a� 510 9999.0006 Remove Bollard EA 5 5 S 511 9999.0007 Remove 5x2 Storm Line 02 41 14 LF 100 100 $ 512 9999.0008 Storm Sewer Box Abandonment Plug 02 41 14 EA 6 6 $ 513 9999.0009 Site Clearing 311000 SY 500 SOO S 514 9999.0010 TxDOT FL BS(CMP IN PLC)(TY D GRI-2N6") TxDOT Item 247 FlexibleSY 1000 1000 Base $ 515 9999.0011 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(7") TxDOT Item 247 Flexible S, 1000 1000 $ se S16 9999.0012 TxDOT FL BS(CMP IN PLC)(TY D GRI-2HB") TxDOT Item 247 Flexible SY 1000 1000Base $ 517 9999.0013 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(9") TxDOT Item 247 Flexible SY 1000 1000 $ 518 9999.0014 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(10") TxDOT Item 247 Flexible SY 1000 1000Rase S 519 9999.0015 TxDOT FL TxDOT Item 247 Flexible BS(CMP fel PLC)(TY D GRI-2)(11') SY 1000 1000 Base S - 520 9999.0016 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(12") TxDOT Item 247 Flexible SY 1000 1000 Base S - 521 9999.0017 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(13") TxDOT Item 247 FlexibleSY 1000 1000 Base S 522 9999.0018 TxDOT PRIME COAT(MC-30 OR AE-P) TxDOT hee 3IQ Prime GAL 50 50coat $ - 523 9999.0019 TxDOT O-GR HMA TY-B PG64-22 TxDOT Item 341 Dense- TON 250 250 Graded Hot-Mix Asphalt S - 524 9999.0020 TxDOT D-GR HMA n TxDOT Item 341 Dense- -D PG64-22 TON 250 250 S Graded Hot-Mix Asphalt TRDOT Rem 528 Colored 1-75 75 $ 525 9999.0021 6"Stamped Concrete Textured Concrete and SY 76-150 150 Landscape Pavers 151-225 225 $ 226-300 300 $ TxDOT Item 528 Colored 1-75 75 $ - 526 9999.0022 7'Stamped Concrete Textured Concrete and SY 76-150 ISO $ Landscape Pavers 151-225 225 $ 226-300 300 $ TxDOT Item 528 Colored i-75 75 $ 527 9999.0023 8"Stamped Concrete Textured Concrete and SY 76-150 150 $ Landscape Pavers 151-225 225 $ 226-300 300 $ TxDOT Item 528 Colored 1-75 75 $ 528 9999.0024 9'Stamped Concrete Textured Concrete and SY 76-150 150 $ - Landscape Pavers 151-225 225226-300 300 $ TxDOT Item 528 Colored 1-75 75 $ 529 9999.0025 10'Stamped Concrete Textured Concrete and SY 76-150 150 $ Landscape Pavers 151-225 225 $ ar 226-300 300 $ TxDOT Item 528 Colored 145 75 $ 530 9999.0026 11"Stamped Concrete Textured Concrete and SY 76-150 150 $ Landscape Pavers 151-225 225 $ 226-300 300 $ $ r� TxDOT Item 528 Colored 1-75 7576-150 150 $ 531 9999.0027 12"Stamped Concrete Textured Concrete and SY 151-225 225 $ Landscape Pavers 226-300 300 $ 1-75 75 $ 532 9999.0028 6*integral Colored Concrete 03 35 13 SV 76-150 150 $151-225 225 $ 226-300 300 $ 1-75 75 $ 533 9999.0029 7"Integral Colored Concrete 03 3513 SY 76-150 150 $ 151-225 225 $ LdbdUU !UU $ 1-75 75 $ 534 9999.0030 8"Integral Colored Concrete 03 35 13 SY 76-150 150 $ - 151-225 225 $ 226-300 3001 $ 1-75 75 $ r_ 535 9999.0031 9"Integral Colored Concrete 03 35 13 SY 76-150 150 $ 151-225 225 $ 226.300 300 $ 1-75 75 $ r136 9999.0032 10"Integral Colored Concrete 033513 SY 76-150 150 $ 151-225 225 $ r� 226-300 300 1-75 75 $ 537 9999,0033 11'Integral Colored Concrete 03 35 13 SY 76-150 ISO $ 151-225 225 $ 226.300 300 $ 1-75 75 $ 538 9999.0034 12"Integral Colored Concrete 033513 SY 76-150 150 $ 151-225 225 $ 226-300 300 1 $ Addendum No.1 9 of 13 2018 Paving and Sidewalk Improvements Unit Rice Construction Contract W42 43 BID PROPOSAL Page 10 of 13 BID ITEM Unit ofQuantity Quantity NO. Description Specification Section No. Measure uarKe (Max per Unit Price Bid Value range) 03 35 13 1-75 75 $ 539 9999.0035 6'Stamped Integral Colored Concrete TxDOT Item 528 Colored SY 76-150 ISO- Textured 5 Concrete and 151-225 225 $ Landscape Pavers 226-300 300 S 033513 1-75 75 $ 540 9999.0036 7'Stam TxDOT Item 528 Colored 76-150 150 $ Stamped Integral Colored Concrete SY Textured Concrete and 151-225 225 $ Landscape Pavers 226-300 300 S - 03 35 13 1-75 75 $ 541 9999.0037 8'Stamped Integral Colored Concrete TxDOT Rem 528 Colored SY 76-150 150 S Textured Concrete and 151-22S 225 $ Landscape Pavers 226-300 300 $ 03 35 13 1-75 75 TxDOT Rem 528 Colored 76-150 150 $ $ rs 542 9999.0038 9'Stamped Integral Colored Concrete Textured Concrete and SY 151-2251 225 $ Landscape Pavers 226-3001 300 S 03 35 13 1-75 75 $ $ 543 9999.0039 SO'Stamped Integral Colored Concrete TXDOT Item 528 Colored Textured Concrete and SY 76-150 150 151-225 225 $ _. Landscape Pavers 226300 300 $ 03 35 13 1-75 75 $ $ 544 9999.0040 11"Stamped Integral Item 528 Colored 76150 150 5Y egral Colored Concrete Textured Concrete and 151-225 225 $ Landscape Pavers 226300 300 $ TxDOT Item 528 Colored 1-75 75 S v 76150 150 $ 545 9999.0041 12'Stamped Integral Colored Concrete Textured Concrete and SY 151-225 225 $ Landscape Pavers 226300 300 $ 546 9999.0042 TxDOT CONC PVMT(CONT REINF-CACP)(8') TxDOT Item 360 Concrete SY 1000 1000 $ Pavement 547 9999.0043 TxDOT CONC PVMT(CONT REINF-CRCP)(9') TxDOT Item 360 Concrete SY 1000 1000 $ Pavement 548 9999.0044 TxDOT CONC PVMT(CONT REINF-CACP)(10') TxDOT Item 360 Concrete SY 1000 1000 $ Pavement 549 9999.0045 TxDOT CONC PVMT(CONT REINF-CRCP)(11") TxDOT Rem 360 Concrete SY 1000 1000 $ Pavement 550 9999.0046 TxDOT CONC PVMTxDOT Item 360 Concretei(CONT REINF-CRCP)(12") SY 1000 1000 $ Pavement 551 9999.0047 TxDOT CONC PVMT(CONT REINF-CRCP)(13') TYDOT Item 360 Concrete SY 1000 1000 $ Pavement 552 9999.0048 TxDOT CONC PVMT(JOINTED-CPCD)(8') TxDOT Item 360 Concrete SY 1000 1000 $ Pavement 553 9999.0049 TxDOT CONC PVMT(JOINTED-CPCD)(9') T%DDT Item 360 Concrete S, 1000 1000 $ Pavement ssa 9999.ao50 TxDOT cont PVMT(JOINTED-cPCD)(10') TxDOT Item 360 Concrete sr l000 SDDo $ Pavement 555 9999.0051 TxDOT CONC SIDEWALKS(4") TxDOT Item S31 Sidewalks SY 250 250 $ S56 9999.0052 TxDOT CONC SIDEWALKS(5') TxDOT Item 531 Sidewalks SY 250 250 $ 557 9999.0053 TxDOT CONC SIDEWALKS(6-) TxDDT Item S31 Sidewalks SY 250 250 $ TxDOT Item S30 558 9999.0054 TxDOT DRIVEWAYS(CONC) Intersections,Driveways, SY 250 250 $ and Turnouts 559 9999.0055 TxDOT CURB RAMPS(TY 1) TxDOT Item 531 Sidewalks EA 10 SO $ - S60 9999.0056 TxDOT CURB RAMPS(TY 2) TxDOT Item 531 Sidewalks EA 10 10 $ 561 9999.0057 TxDOT NRB RAMPS(TY 3) TxDOT Item 531 Sidewalks EA 10 SO $ 562 9999.0058 TxDOT CURB RAMPS(TY 5) TxDOT Item 531 Sidewalks EA 10 10 $ - 563 9999.0059 TxDOT NRB RAMPS(TT'6) TxDOT Rem 531 Sidewalks EA 10 SO $ - 564 9999.0060 TxDOT CURB RAMPS(TY 7) TxDOT Item 531 Sidewalks EA 10 SO $ 565 9999.0061 TxDOT NRB RAMPS(TY 10) TxDOT Item 531 Sidewalks EA SO SO $ 566 9999.0062 TxDOT CURB RAMPS(TY 11) TxDOT Item 531 Sidewalks EA 10 10 $ 567 9999.0063 TxDOT NRB RAMPS(TY 20) TxDOT Item 531 Sidewalks EA 10 10 $ 568 9999.0064 TxDOT NRB RAMPS(TY 21) TxDOT Item 531 Sidewalks EA 10 10 $ - 569 9999.0065 TxDOT CURB RAMPS(TY 22) TxDOT Item 531 Sidewalks EA 10 SO $ - 570 9999.0066 TxDOT RAIL HANDRAIL TY B) TxDOT Item 450 Railing LF 100 100 $ 1-50 50 $ $ 571 9999.0067 3"Mountable Curb 321613 LF 51-100 100101-150 150 $ 151-200 200 $ 1-50 50 $ $ 572 9999.0068 6"MountableCurb 321613 LF 51-1001 100 101-1501 150 $ 151-2001 200 $ TxDOT Item 529 Concrete 573 9999.0069 TxDOT CONC NRB&GUTTER(Ty 1)(2'-4') Curb,Gutter,and LF 500 500 $ - Combined Curb and Gutter Addendum No.1 10 of 13 2018 Paving and Sidewalk Improvements Unit Prim Construction Contract 00 42 43 BID PROPOSAL Page 11 of 13 BID ITEM UnIt Of QuaritilY Quantity NO. Description Specification Section No. Unit atRange (Max per Unit Price Bid Value Measure ) TXDOT Item 529 Concrete 574 9999.0070 TxDOT CONC CURB l0 GLITTER(TY IQ(6") Curb,Gutter,and LF S00 500 $ Combined Curb and Gutter 7x007 Item 529 Concrete 575 9999.0071 TxDOT CONC CURB&GUTTER(TY 11)(8") Curb,Gutter,and LF 500 Soo $ Combined Curb and Gutter TxDOT Item 529 Concrete 576 9999.0072 TxDOT CONC CURB(MONO)(TY 0)(6") Curb,Gutter,and LF 500 500 S Combined Curb and Gutter TxoOT Item 529 Concrete 577 9999.0012 TxDOT CONC CURB(MONO)(TY II)(8") Curb,Gutter,and LF Soo 500 $ Combined Curb and Gutter TxDOT Item 536 Concrete 578 9999.0074 Monolithic Median Now Medians and Directional SY 100 100 $ Islands TxDOT Item 536 Concrete 579 9999.0075 Concrete Median Medians and Directional SY 400 400 $ Islands S80 9999.0016 Concrete Street Header LF 300 300 $ 581 9999.0077 12"Concrete Retaining Wall ruck Apron) 321613 LF 100 100 $ 582 9999.0078 13"Concrete Retaining Walt ruck Apron) 321613 LF 100 100 $ 583 9999.0079 14"Concrete Retaining Wall Truck Apron) 321613 LF 1 100 100 S y. 584 9999.0080 15"Concrete Retaining Wall ruck Apron) 321613 LF 100 100 $ 585 9999.0081 16"Concrete Retaining Wall TruckApron) 321613 LF 100 100 $ 586 9999.0082 17"Concrete Retaining Wall ruckApron) 321613 LF 100 100 $ 587 9999.0083 18"Concrete Retaining Wall(Truck Apron) 321613 LF 100 100 $ 588 9999.0084 Lane Legend Yield 321723 EA 20 20 $ 589 9999.0065 Lane Legend W Word 32 17 23 EA 20 20 $ S90 9999.0086 8"DOT Contrast Pvmt Markin W 321723 LF SOIL SW $ 591 9999.0087 18"DOT Contrast Pvmt Markin W 32 17 23 LF 500 500 $ 592 9999.0088 24"SIA Contrast Pvmt Markin W 32 17 23 LF 1 500 500 $ 593 9999.0089 2'Diameter W Contrast Circle 32 17 23 EA 25 25 $ 594 9999.0090 Lane Legend W Contrast Arrow 32 17 23 EA 50 50 $ 595 9999.0091 Lane Legend W Contrast Double Arrow 321723 EA 50 So $ 596 9999.0092 Lane Legend W)Contrast Triple Arrow 32 17 23 EA 50 50 $ 597 9999.0093 Lane Legend W)contrast Word 321723 EA 50 50 $ 598 9999.0094 18"Yield Triangles 32 17 23 EA 50 50 $ 599 9999.0095 2"Asphalt Base Type B 321216 SY 20M 2000 $ 600 9999.0096 Nail Down Curb,Plastic W 32 17 23 LF 200 200 $ 601 9999.0097 Nail Down Curb Plastic V 32 17 23 LF 200 200 $ 602 9999.0098 8"Raised Pvmt Markers Turtle Domes 32 17 23 EA 20 20 $ 603 9999.0099 18"Dot Pvmt Markin HAE W 321723 LF 200 200 $ 604 9999.0100 Design Pole Flash Auto LED Raised Pvmt Mrkrs 32 17 23 EA 20 20 $ 605 9999.0101 Imported Embedment/BackRil,HES CLSM 330510 CY 20 20 $ x� 606 9999.0102 1"-2"Water Meter Box Re lacement Conc 33 12 10 EA 5 5 $ 607 9999.0103 1"-2"Wale.Meier Bux Repldce.l.elll(Plds) 331210 EA 608 9999.0104 Sx2 Box Culvert 33 41 10 LF 100 100 $ TXDOT Item 465 Junction 609 9999.0105 TxDOT INLET(COMPL)(PAZD)(RC)(3FTX3FT) Boxes,Manholes,and EA 5 5 $ - Inlets e^ 610 9999.0106 TxDOT PW Headwall,2-5'x2'RCB TxDOT Item 466 Headwalls EA I 1 S and Wingwalls 611 9999.0107 TxDOT FW-O Headwall,l-S'x2'and 16'x2'RCB TxDOT Item 466 Headwalls EA 1 1 S and Wingwalls TXDOT Item 506 Temporary 612 9999.0108 TxDOT ROCK FILTER DAMS(INSTALL)(TY 2) Erosion,Sediment,and LF 50 50 $ - Environmental Controls TXDOT Item SD6 Temporary 613 9999.0109 TxDOT ROCK FILTER DAMS(REMOVE) Erosion,Sediment,and LF 50 50 S - Environmental Controls TXDOT Item 506 Temporary 614 94890119 Tvru?T r,QN%Tt111rnnN Fxm(mirai I)(TY l) CfW10n,Wdlm8RS.8n0 SY inn inn R Environmental Controls TXDOT Item 506 Temporary 615 9999.0111 TxDOT CONSTRUCTION EXITS(REMOVE) Erosion,Sediment,and SY 100 100 $ - Environmental Controls TxDOT Item 506 Temporary 616 9999.0112 TxDOT TEMP SEDMT CONT FENCE(INSTALL) Erosion,Sediment,and LF 200 200 $ - Environmental Controls Tx0OT Item 506 Temporary _ 617 9999.0113 TxDOTTEMP SEDMT CONT FENCE(REMOVE) Erosion,Sediment,and LF 200 200 $ Environmental Controls TXDOT Item 506 Temporary 618 9999.0114 TxOOT BIODEG EROSN CONT LOGS(INSTL)(12") Erosion,Sediment,and LF 50 50 S - Environmental Controls a Addendum No.1 11 of 13 2018 Paving and Sidewalk Improvements Unit Price Consouctbn Contract 00 42 43 BID PROPOSAL Page 12 of 13 Quantity BID ITEM Description Specification Section No. Unit of _Ridge (Max per Unit Price Bid Value range) TxDOT Item 506 Temporary 619 9999.0115 TxDOT BIODEG EROSN CONT LOGS(REMOVE) Erosion,Sediment,and LF 50 50 S - Environmental Controls 620 19999.0116 FTW Wire Weir Inlet Protection Install EA 1 5 5 $ 621 9999.0117 FTW Wire Weir Inlet Protection Remove EA 5 5 $ 622 9999.0118 Fumish Insta115i n Panel 344130 SF 125 125 $ 623 9999.0119 TxDOT Sign and Support-TY SOBW G(1)SA(P) TxDOT Item 644 Small EA 20 20 $ - Roadside Sign Assemblies 624 9999.0120 TxDOT Sign and Support-TY SOBWG(1)SA(T) TxDOT Item 644 Small EA 20 20 $ - Roadside Sign Assemblies `-` 625 9999.0121 TxDOT Sign and Support-TY 1OBWG(1)SA(U) TxDOT Item 644 Small EA 20 20 $ - Roadside Sign Assemblies 626 9999.0122 TxDOT Sign and Support-TY 580(1)SA(P) T%DOT Item 644 Small EA 20 20 $ - Roadside Sign Assemblies T%DOT Item 644 Small 627 9999.0123 TxDOT Sign and Support-TY 580(1)SA(T) EA 20 20 $ - Roadside Sign Assemblies 628 9999.0124 TxDOT Sign and Support-TY 580(1)SA(U) T%DOT Item 644 Small EA 20 20 $ - Roadside Sign Assemblies 629 9999.0125 Metal Beam Guard Fence TxDOT Item 540 Metal LF 200 200 $ - Beam Guard Fence 630 9999.0126 Guardrail Safety End Treatment for MBGF TxDOT Item 544 Guardrail EA 4 4 $ End Treatments 631 9999.0127 Low Profile Concrete Barrier(Type I) TxDOT Item 512 Portable LF 500 500 $ Concrete Traffic Barrier 632 9999.0128 Low Profile Concrete Barrier(Type 2) TxDOT Item 512 Portable LF 140 140 $ - Concrete Traffic Barrier 633 9999.0129 TCP Detour Route 34 71 13 EA 5 S $ 634 9999.0130 Light Tow r for Lighting During Construction MO 6 6 $ .e 635 9999.0131 Irrigation Repair Allowance 1 LS I 1 $ 5,000.00 $ 5,000.001 636 9999.0132 Irrigation Repair Allowance LS 1 1 $ 100(10.00 $ 10000.00 TxDOT Item 536 Concrete 1-5 5 $ 637 9999.0133 Monolithic Median Nose Medians and Directional FA 6-10 10 $ Islands 11-15 15 $ 16+ 16 $ TxDOT Item 528 Colored 1-250 250 $ 638 9999.0134 Integral Colored/Textured Concrete Median Textured Concrete and SF 251-500 500 $ Landscape Pavers 5014000 1000 $ 1001+ 1001 $ TxDOT Item 528 Colored 1-100 100 $ 639 9999.0135 Integral Colored Concrete Median Textured Concrete and SF 101-250 250 $ Landscape Pavers 251-500 SOO $ - 501+ 501 $ TxDOT Item 529 Concrete 1-100 100 $ - 640 9999.0136 8-Cone Curb(TxDOT TY II Curb) Curb,Gutter,and LF 101-250 250 $ - Combined Curb and Gutter 251-500 500 $ - 501+1 501 $ TxDOT Item 529 Concrete 1-100 100 $ - 641 9949.0137 8'Cone Curb and Gutter Curb,Gutter,and LF 101-250 250 $ Combined Curb and Gutter 251-500 500 $ 501+ 501 $ 1-500 500 $ TxDOT Item 354 Planing 5Y 501-1000 1000 $ 642 9999.0138 1.5'Surface Milling and Texturing Pavement 1001-1500 1500 $ 1501+ 1501 $ 1-500 500 $ 643 9999.0139 1.5'Asphalt Pavement Type D TxDOT Item 341 Dense- SY 501.1000 1000 $ - Graded Hot-Mix Asphalt 1001-1500 1500 $ 1501+1 1501 $ 1-10 10 $ 644 9999.0140 8'Yellow Raised Pavement Marker(Round) 32 17 23 EA i1-20 20 $ 21-30 30 $ 31+1 31 $ BASE BID-UNIT 7-Non-Standard Items $ 105,000.00 Addendum No.2 12 of 13 2018 Paving and Sidewalk Improvements Unit Prim Construction Contract 00 42 43 BID PROPOSAL Page 13 of 13 YDS D@Krld- SadRotlonSMbtN0. M�aB � ompw IIWLihIlaa MVdtw arP) BASE BID SUMMARY UNIT TOTAL BASE BID a BASE BID-UNIT 1-General Conditions $ BASE BID-UNIT 2-Existing Conditions $ BASE BID-UNIT 3-Earthwork $ BASE BID-UNIT 4-Exterior Improvements $ BASE BID-UNIT 5-Utilities BASE 810-UNITB-Tran ortation $ �. BASE BID-UNIT 7-Non-Standard Items $ 105,000.00 TOTAL BASE BID 105 AD aw. Addendum No,1 13 of 13 2018 Pawing and Sidewalk Improvements Unit Price ConsouNon Contract 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 A 4 RECEIPT OF BIDS 5 Sealed bids for the construction of 2018 Paving and Sidewalk Improvements Unit Price 6 Construction Contract will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street 11 Fort Worth,Texas 76102 12 until Thursday,May 25,2017, and bids will be opened publicly and read aloud at 2:00 PM CST 13 in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: minor intersection roadway 17 improvements, curb and gutter, medians,pavement marking and signing,railroad safety 18 improvements,concrete sidewalk, and curb ramps. 19 20 PREQUALIFICATION 21 The improvements included in this project must be performed by a contractor who is pre- 22 qualified by the City at the time of bid opening. The procedures for qualification and pre- 23 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS. 24 25 DOCUMENT EXAMINATION AND PROCUREMENTS 26 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 27 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/and 28 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 29 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 30 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 31 Parties Form 1295 and the form must be submitted to the Project Manager before the 32 contract Will be presented to the City Council. The form can be obtained at 33 https://www.ethics.state.tx.us/tec/1295-Info.htm . 34 35 Copies of the Bidding and Contract Documents may be purchased from Halff Associates,Inc., 36 4000 Fossil Creek Boulevard,Fort Worth,Texas 76137. 37 38 The cost of Bidding and Contract Documents is: $30. 39 40 PREBID CONFERENCE 41 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 42 BIDDERS at the following location,date,and time: 43 DATE: May 9,2017 44 TIME: 10 AM, CST 45 PLACE: City Hall 46 200 Texas Street 47 Fort Worth,TX 76102 48 LOCATION: Room 279,2"d Floor 49 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 2 City reserves the right to waive irregularities and to accept or reject bids. 3 4 INQUIRIES 5 All inquiries relative to this procurement should be addressed to the following: — 6 Attn: Clint Hoover, P.E., City of Fort Worth 7 Email: Clint.Hoover@fortworthtexas.gov 8 Phone: 817-392-6573 9 AND/OR 10 Attn: David M. Smith,P.E.,Halff Associates,Inc. 11 Email: dsmith@halffcom 12 Phone: 817-847-1422 13 14 ADVERTISEMENT DATES 15 April 20, 2017 16 April 27, 2017 17 END OF SECTION — CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Constriction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm,partnership,company,association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm,partnership,company,association,or 17 corporation acting directly through a duly authorized representative,submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. q 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: _ 39 40 3.1.1. Paving—Requirements document located at; 41 https:Hprojectpoint.buzzsaw.com/fortworthizov/Resources/02%20- 42 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavina 43 %20Contractor%2OPrequalification%2OProg--am/PREQUALIFICATION%20REQ 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract .� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 hnps://projecipoint.buzzsaw.com/fortworthyov/Resources/02%20- 2 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaviniz 3 %20Contractor%2OPrequalification%2OProgram/PREQUALfFICATION%20REQ 4 UIREMENTS%20FOR%2OPAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer—Requirements document located at; fm 7 https:/proiecipoint.buzzsaw.com/fortworthizov/Resources/02%20- 8 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%20and%2 9 OSanitaU%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre ^ 10 qual%20requirements.doc?public 11 12 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 13 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 14 45 11,BIDDERS PREQUALIFICATIONS. 15 16 3.2.1. Submission of and/or questions related to prequalification should be addressed to 17 the City contact as provided in Paragraph 6.1. 18 19 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 20 bidder(s)for a project to submit such additional information as the City, in its sole 21 discretion may require, including but not limited to manpower and equipment records, 22 information about key personnel to be assigned to the project, and construction schedule, 23 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 24 deliver a quality product and successfully complete projects for the amount bid within 25 the stipulated time frame. Based upon the City's assessment of the submitted 26 information,a recommendation regarding the award of a contract will be made to the 27 City Council. Failure to submit the additional information, if requested,may be grounds 28 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 29 notified in writing of a recommendation to the City Council. 30 31 3.4.In addition to prequalification,additional requirements for qualification may be required r 32 within various sections of the Contract Documents. 33 34 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 35 36 4.1.Before submitting a Bid,each Bidder shall: 37 _ 38 4.1.1. Examine and carefully study the Contract Documents and other related data 39 identified in the Bidding Documents(including"technical data" referred to in 40 Paragraph 4.2.below).No information given by City or any representative of the 41 City other than that contained in the Contract Documents and officially 42 promulgated addenda thereto, shall be binding upon the City. 43 44 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 45 site conditions that may affect cost,progress,performance or furnishing of the 46 Work. 47 — 48 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 49 progress,performance or furnishing of the Work. 50 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable "technical 5 data"and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5.Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish.All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations,tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project.On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion,and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research,tests,explorations,and other data which are 30 necessary for full and complete information upon which the proposal is to be based. _ 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation,examinations and tests herein required.Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors,ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents.The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 44 45 4.2.1.those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2, those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents,but the "technical data"contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any "technical data"or 11 any other data, interpretations,opinions or information. 12 - 13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques, sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents,(iii)that Bidder has given City written notice of all 19 conflicts,errors, ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 21 etc.,have not been resolved through the interpretations by City as described in _ 22 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos,Polychlorinated 27 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities,construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for _ 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS t Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- - 2 way, easements,and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to.Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda - 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 200 Texas Street 20 Fort Worth,TX 76102 21 Attn: Clint Hoover, P.E., Transportation and Public Works Department 22 Email: Clint.Hoover@fortworthtexas.gov 23 Phone: 817-392-6573 24 { 25 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 26 City. 27 28 6.3.Addenda or clarifications may be posted via Buzzsaw at 29 hitps:Hprojecipoint.buzzsaw.com/fortworthgoviInfrastructure%2OProjects/TPW-2018- 30 Paving%20and%2OSidewalk%20Improvements%2OUnit%2OPrice%2OConstruction%20 - 31 Contract/Bid%20Documents%2OPackage?public 32 33 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 34 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 35 Project. Bidders are encouraged to attend and participate in the conference. City will 36 transmit to all prospective Bidders of record such Addenda as City considers necessary 37 in response to questions arising at the conference. Oral statements may not be relied 38 upon and will not be binding or legally effective. 39 40 7. Bid Security 41 42 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 43 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 44 the requirements of Paragraphs 5.01 of the General Conditions. 45 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times a 10 The number of days within which,or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the — 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract,if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"or- y 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City,application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor _ 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M.CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 - 42 11.2. No Contractor shall be required to employ any Subcontractor,Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe 48 obtained from the City. 49 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives,the words 'No Bid," 5 "No Change," or"Not Applicable"may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,20I5 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 .� 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may,at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming,nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best g 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner,or 44 Bidder has uncompleted work which in the judgment of the City will prevent or a 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers,and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility,qualifications,and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds,Certificates of Insurance,and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0035 13-1 CONFLICT OF INTEREST AFFIDAVIT ' Page 1 of 1 1 SECTION 00 3513 2 CONFLICT OF INTEREST AFFIDAVIT 3 - 4 Each bidder,offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth 5 (also referred to as"City")procurement are required to complete Conflict of Interest 6 Questionnaire(the attached CIQ Form)and Local Government Officer Conflicts Disclosure 7 Statement(the attached CIS Form)below pursuant to state law.This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work.The referenced forms may be downloaded from the website links provided below. 10 11 http://www.ethics.state.tx.us/forms/CIQ_pdf 12 13 http://www.ethics.state.tx.us/forms/CIS.12df 14 15 Q CIQ Form is on file with City Secretary 16 17 Q CIQ Form is being provided to the City Secretary 18 19 Q CIS Form is on File with City Secretary 20 21 Q CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 26 27 The Fain Group, Inc. By: Larry Frazier 28 Company (Please Print) 29 30 1616 N. Sylvania Signature: 31 Address 32 _. 33 Fort Worth, Texas 76111 Title: P esident 34 City/State/Zip (Please Print) 35 36 37 END OF SECTION CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2018 Paving and Sidewalk Improvements Unit Price Construction Contract City Project No.: Various Projects Units/Sections: Unit 1 -General Requirements Unit 2-Existing Conditions Unit 3-Earthwork Unit 4-Exterior Improvements Unit 5- Utilities Unit 6-Transportation Unit 7-Non-Standard Items 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook_Pave.xis 00 41 00 BID FORM Page 2 of 3 the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. v d. "coercive practice"means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution, Urban and Renewal, 12-inch diameter and smaller b. CCTV, 12-inches and smaller c. Sewer Collection Systems, Urban/Renewal, 12-inches and smaller d. Sewer Cleaning, 12-inches and smaller e. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) f. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within the days specified in each task order. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 } b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIO or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook_Pave.xls 0041 00 BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3 Total Bid $20,341,592.83 7. Bid Submittal This Bid is submitted on 05/25/17 by the entity named below. Respectfully snibmitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: 05/18/17 Signature) Addendum No. 2: Addendum No. 3: Larry Frazie JAddendum No. 4: (Printed Name) Title: President Company: The Fain Group, Inc. Corporate Seal: Address: 1616 N. Sylvania, Fort Worth, Texas 76111 State of Incorporation: Email: Ifrazier aWaingp.com Phone: 817-927-4388 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS t Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook—Pave SECTION 00 42 43 PROPOSAL FORM + UNIT PRICE BID BIDDER'S APPLICATION PROJECT REM INFORMATION BIDDER'S PROPOSAL BID REM UnR o1 Quantity Quantity NO. Description Specification Section No. Measure Range (Max per Utd[Pike Bid Value range) 10135.0101 Railroad Coordination 013513 LS 1 1 12 930.75 $ 12,930.75 2 0135.0102 Railroad Flagman 013513 1 WD 151 151$ 1,923.55 1$ 28,853.25 BASE BID-UNIT1-Genesi Conditions $ 41784.00 .," 1-100 100 $ 4.70 $ 470.00 3 0241.0100 Remove Sidewalk 024113 SF 101-500 500 $ 3.25 $ 1,625.00 Sol-1000 1000 $ 2.73 $ 2,730.00 1001+ 1001 $ 2.58 $ 2,582.58 1-100 IOD 5 10.67 $ 1,067.00 4 0241.0200 Remove Step 024113 SF 101-200 200 $ 6.83 $ 1,366.00 201-400 400 $ 5.55 $ 2,220.00 401-1000 1000 $ 5.46 $ 5,460.00 5 10241.0300 Remove ADA Ramp 024113 EA 251 25 $ 627.30 $ 15,68250 1-100 100 $ 5.05 $ 505.00 6 0241.0401 Remove Conuete Drive 024113 SF 101-500 SOD $ 3.51 $ 1,755.00 501-1000 1000 $ 3.31 $ 3,310.00 1001+ 1001 $ 3.32 $ 3,21 2 1-100 100 $ 4.58 $ 458.00 7 0241.0402 Remove Asphalt Drive 024113 SF 101-500 SOD $ 4.49 $ 2,245.00 501-1000 100D $ 4.21 $ 4,210.00 1001+ 1001 $ 4.04 $ 4,044.04 1-100 100 $ 5.45 $ 545.00 8 0241.0403 Remove Brick Drive 024113 SF 101-200 20D $ 4.31 $ 862.00 201-400 40D $ 3.63 $ 1,452.00 401-600 600 $ 3.38 $ 2,028.00 1-50 50 $ 7.91 $ 395.50 9 0241.0500 Remove Fence 024113 LF 51-100 100 $ 6.19 $ 619.00 101-150 150 $ 5.21 $ 781.50 151+ 151 $ 5.13 $ 774.63 -�* 1-so so $ 21.35 $ 1,067.50 10 0241.0550 Remove Guardrail 024113 LF 51400 100 $ 16.65 $ 1,665.00 101-150 150 $ 15.09 $ 2,263.50 151+ 151 $ 14.22 $ 2,147.22 140 10 $ 73.22 $ 732.20 11 0241.0600 Remove Wail<4' 024113 LF 11-20 20 $ 53.44 $ 3,068.80 .e. 21-30 30 $ 43.10 $ 1,293.00 31+ 31 $ 42.92 $ 1,330.52 12 0241.0700 Remove Mailbox 024113 EA 25 25 $ 79.77 $ 1,994.25 13 0241.0701 Remove Multiple User Mailbox 024113 EA 15 15 $ 125.28 $ 1,879.20 1-50 So $ 15.97 $ 798.50 14 0241.0800 Remove Rip Rap 024113 SF 51-100 100 $ 15.20 $ 1,520.00 101450 ISO $ 14.09 $ 2,113.50 151+ 151 $ 14.09 $ 2,127.59 15 0241.0900 Remove Misc Conc Structure 024113 LS 10 10 $ 2,370.72 $ 23,707.20 1-100 100 $ 41.35 $ 4,135.00 16 0241.1000 Remove Conc Pvmt 024115 SY 101-500 Soo $ 39.51 $ 19,755.00 501-1000 1000 $ 30.33 $ 30,330.00 1001+ 1001 $ 26.89 $ 26,916.89 -" 17 0241.1001 Water Line Grouting 024114 CY 150 150 $ 329.06 $ 49,359.00 1-50 50 $ 28.35 $ 1417.50 18 0241.1011 Remove 4"Water Line 024114 LF 51-100 100 $ 28.35 $ 2,835.00 101-150 ISO $ 25.29 $ 3,793.50 151+ 151 $ 25.30 $ 3,820.30 1-50 So $ 28.35 $ 1,417.50 : 19 0241.1012 Remove 6"Water line 024114 LF 51-100 100 $ 28.35 $ 2,835.00 101-150 150 $ 25.29 $ 3,793.50 151+ 151 $ 25.30 $ 3,820.30 1-50 So $ 28.35 $ 1,417.50 20 0241.1013 Remove 8"Water line 024114 LF 51-100 100 $ 28.35 $ 2,835.00 101-150 150 $ 25.29 $ 3,793.50 151+ 151 $ 25.30 $ 3,820.30 1-50 50 $ 37.53 $ 1,876.50 21 0241.1014 Remove 10"Water Line 024114 LF 51-100 100 $ 32.28 $ 3,228.00 101-150 150 $ 26.74 $ 4,011.00 151+ 151 $ 30.19 $ 4,558.69 1-50 so $ 44.85 $ 2,242.50 ^ 22 0241.1015 Remove 12"Water Line 024114 LF 51-100 100 $ 37.51 $ 3,751.00 101-150 150 $ 32.27 $ 4,840.50 151+ 151 $ 30.46 $ 4,599.46 1-100 100 $ 26.90 $ 2,690.00 23 0241.1100 Remove Asphalt Pvmt 024115 SY 101-500 500 $ 22.62 $ 11,310.00 501-1000 1000 $ 19.76 $ 19,760.00 1001+ 1001 $ 17.72 $ 17,737.72 24 0241.1118 4"-12"Pressure Plug 024114 EA 15 15 $ 1,786.611$ 26,799.15 1-100 100 $ 36.22 $ 3,622.00 25 0241.1200 Remove Brick Pvmt 024115 SY 101-500 500 $ 31.41 $ 15,705.00 501-1000 1000 $ 27.81 $ 27,810.00 1001+ 1001 $ 27.81 $ 27,837.81 1-3 3 $ 2,602.83 $ 7,808.49 26 0241.3218 4"-12'Water Abandonment Plug 024114 EA 46 6 $ 2,561.86 $ 15,371.16 7-10 10 $ 2,493.25 $ 24,932.50 II+j 11 $ 2,424.71 $ 7.6,671.51 Add-um No.I I d 13 2018 Paving and Sidewalk Improvements Unit Prim Conmuction Contract 1-100 100 $ 12.37 $ 1,237.00 27 0241.1300 Remove Com:Curb&Gutter 024115 LF 101-500 Soo $ 10.14 $ 5,070.00 5014000 1000 $ 9.39 $ 9,390.00 1001+ 1001 $ 9.39 $ 9,399.39 28 0241.1301 Remove 4"Water Valve 024114 FA 15 15 $ 1,732.76 $ 25,991.40 29 0241.1302 Remove 6"Water Valve 024114 EA 15 15 $ 1,732.76 $ 25,991.40 30 0241.1303 Remove8"Water Valve 024114 FA 15 15 $ 2,007.69 $ 30,115.35 31 0241.1304 Remove 10"Water Valve 024114 EA 15 15 $ 2,226.26 S 33,393.90 ® 32 0241.1305 Remove 12"Water Valve 024114 EA 15 15 $ 2,776.12 $ 41,641.80 1-50 50 $ 40.82 $ 2,041,00 33 0241.1400 Remove Conc Valley Gutter 024115 SY 51-100 100 $ 37.08 $ 3,708.00 101-150 150 $ 32.61 $ 4,891.50 151+ 151 $ 32.S8 $ 4,919.58 34 0241.1401 Abandon 4"Water Valve 024114 EA 15 35 $ 1,182.39 $ 17,735.85 35 0241.1402 Abandon 6"Water Valve 024114 EA 15 15 $ 1,182.39 $ 17,735.85 36 0241.1403 Abandon 8"Water Valve 024114 EA 15 15 $ 1,208.43 $ 18,126.45 37 0241.1404 Abandon 10"Water Valve 024114 EA 15 15 $ 1256.39 $ 18,845.85 38 0241.1405 Abandon 12"Water Valve 024114 EA 15 15 $ 1,806.25 $ 27,093.75 1-500 S00 $ 16.48 $ 8,240.00 39 0241.15011"Wedge Milling 024115 SY 501-1000 1000 $ 9.611$ 9,610.00 1001-2000 2000 $ 5.49 $ 10 980.00 2001+ 2001 $ 5.15 $ 10,305.15 10500 500 $ 13.73 $ 6,865.00 40 0241.1502 2"Wedge Milling 024115 SY 501-1000 1000 $ 7.55 $ 7,550.00 1001-2000 2000 $ S.84 $ 11,680.00 2001+ 2001 $ 5.15 $ 10,305.15 1-500 SOD $ 21.97 S 10,985.00 41 0241.1503 3"Wedge Milling 024115 SY 501-1000 1000 $ 12.36 $ 12,360.00 10014000 2000 S 6.86 $ 13,720.00 2001+ 2001 $ 5.84 $ 11,685.84 1-500 Soo $ 24.71 $ 12,355.00 42 0241.1504 4"Wedge Milling 024115 SY 5014000 1000 $ 13.04 S 13,040.00 1001-2000 2000 $ 7.21 $ 14,420.00 2001+ 2001 $ 6.52 $ 13,046.52 1-500 500 $ 16.48 $ 8,240.00 43 0241.1505 1"Surface Milling 024115 SY 501-1000 1000 $ 9.61 $ 9,610.00 1001-20001 2000 $ 5.49 $ 10,980.00 2001+1 2001 S 5.15 $ 10 305.15 1-500 SOD $ 16.48 $ 8,240.00 44 0241.1506 2"Surface Milling 024115 SY 5014000 1000 $ 10.30 S 10,300.00 1001-2000 2000 $ 5.84 $ 11,680.00 2001+ 2001 $ 5.15 $ 10 305.15 1-500 500 $ 21.97 $ 10 985.00 45 0241.1507 3"Surface Milling 024115 SY SO1-1000 1000 $ 12.36 $ 12 360.00 1001-2000 2000 $ 6.86 $ 13,720.00 2001+ 2001 $ 5.84 $ 11685.84 1-500 500 $ 24.71 $ 12 355.00 46 0241.1508 4"Surface Milling 024115 SY 5014000 1000 $ 13.04 $ 13 040.00 1001-2000 2000 $ 6.86 $ 13,720.00 2001+ 2001 $ 6.52 $ 13,046.52 47 0241.1510 Salvage Fire Hydrant 024114 EA 5 5 $ 1,133.97 $ 5,669.85 48 0241.1511 Salvage 3/4"Water Meter 024114 EA 5 5 $ 584.12 $ 2 920.60 49 0241.1512 Salvae 1"Water Meter 02 4114 EA 5 5 $ 584.12 $ 2 920.60 50 0241.1513 Salvage 11/2"Water Meter 024114 EA 5 5 $ 584.12 $ 2,920.60 51 0241.1514 Salvage 2"Water Meter 024114 EA 5 5 $ 584.12 $ 2920.60 52 0241.1515 Salvage 3"Water Meter 024114 FA 5 5 $ 1,133.97 $ 5,669.85 53 0241.1516 Salvage 4"Water Meter 024114 EA 5 5 $ 1,133.97 $ 5,669.85 54 0241.1517 Salvage 6"Water Meter 024114 EA 5 5 $ 2,233.69 $ 11,168.45 55 0241.1518 Salvage 8"Water Meter 024114 EA 5 5 $ 2,233.69 $ 11168.45 56 0241.1519 Salvage 10"Water Meter 024114 EA 5 5 $ 2,233.69 $ 11,168.45 1-50 50 $ 68.52 $ 3,426.00 57 0241.1600 Butt Milling 024115 LF 51-100 100 $ 34.26 $ 3,426.00 101-200 200 $ 27.41 $ 5,482.00 201+ 201 $ 23.98 $ 4,819.98 58 0241.1601 Salvage Water Sampling Station 024114 EA 5 5 $ 733.02 $ 3,665.10 59 0241.2001 Sanitary Line Grouting 024114 CY 150 150 $ 285.20 S 42780.00 60 0241.2011 Remove 4"Sewer Line 024114 LF 300 300 $ 25.83 $ 7,749.00 61 0241.2012 Remove 6"Sewer Une 024114 LF 300 300 $ 23.25 $ 6,975.00 62 0241.2013 Remove 8"Sewer Une 024114 LF 300 300 $ 23.25 $ 6,975.00 63 0241.2014 Remove 10"Sewer Une 024114 JEA 300 300 $ 27.32 $ Q796.00 64 0241.2015 Remove 12"Sewer Une 024114 300 300 $ 27.32 $ 8,196.00 65 0241.2101 4"Sewer Abandonment Plug02 41 14 SO SO $ 1,059.75 S 10,597.50 66 0241.2102 6"Sewer Abandonment Plug024114 10 10 $ 1,153.55 S 11,535.50 67 0241.21038"Sewer Abandonment Plug024114 10 10 $ 1,173.29 $ 11,732.90 68 0241.210410"Sewer Abandonment Plug024114 SO 10 $ 1,206.17 $ 12,061.70 69 0241.210512"Sewer Abandonment Plug024114 10 10 S 1,217.07 $ 12,170.70 70 0241.2201 Remove 4'Sewer Manhole 024114 1 EA 10 SO $ 2,250.82 $ 22,508.20 71 0241.2202 Remove 5'Sewer Manhole 024114 FA 10 10 $ 2,542.88 $ 25,428.80 72 0241.2203 Remove 6'Sewer Manhole 024114 EA 10 10 $ 2,834.94 $ 28,349.40 73 0241.2301 Remove Sewer Junction Structure 024114 EA 5 5 $ 3,917.52 $ 19,587.60 74 0241.3001 Storm Line Grouting 024114 CY 150 150 $ 285.20 $ 42,780.00 75 0241.3011 Remove 15"Storm Line 024114 LF 300 300 $ 33.14 $ 9,942.00 76 0241.3012 Remove 16"Storm Line 024114 LF 300 300 $ 36.56 $ 10,968.00 77 0241.3013 Remove 18"Storm Line 024114 LF 300 300 $ 38.28 $ 11,484.00 78 0241.3014 Remove 21"Storm Line 024114 LF 300 300 S 38.28 $ 11484.00 79 0241.3015 Remove 24"Storm Une 024114 LF 300 300 $ 40.69 $ 12,207.00 80 0241.3016 Remove 27"Storm Une 02 4114LF 300 300 $ 40.69 S 12,207.00 61 0241.3017 Remove 30"Storm Une 024114 LF 300 300 $ 44.11 $ 13,233.00 820241.3018 Remove 33"Storm Une 024114 LF 300 300 S 46.93 $ 14,079.00 83 D241.3019 Remove 36"Storm Line 024114 LF 3001 300 $ 50.27 1$ 15,081.00 +ala Addendum No.1 2 of 13 2018 Paving and Sidewalk Improvm lz Unit Prim Cmitructmn Contract 84 0241.3020 Remove 39"Storm line 024114 LF 300 300 $ 53.70 $ 16,110.00 85 0241.3021 Remove 42"Storm Une 024114 LF 300 300 $ 57.69 $ 17,307.00 86 0241.3022 Remove 45"Storm Line 024114 LF 300 300 $ 76.54 $ 22,962.00 87 0241.3023 Remove 48"Storm Line 024114 LF 300 300 $ 87.02 $ 26,106.00 88 0241.3101 15"Storm Abandonment Plug 02 41 14 EA 10 10 $ 1,300.94 $ 13,009.40 89 0241.3102 18"Storm Abandonment Plug 02 4114 EA 10 10 $ 1,305.06 $ 13,050.60 90 0241.3103 21"Storm Abandonment Plug 024114 EA 10 10 $ 1,328.35 $ 13,283.50 91 0241.3104 24"Storm Abandonment Plug 024114 EA 10 10 $ 1,347.54 $ 13,475.40 92 0241.3105 27"Storm Abandonment Plug 02 41 14 EA 10 10 $ 1,377.68 $ 13 776.80 93 0241.3106 30"Storm Abandonment Plug 024114 EA 10 10 $ 1,391.39 5 13,913.90 94 0241.3107 33"Storm Abandonment Plug 02 41 14 EA 10 10 $ 1,417.42 $ 14,174.20 95 0241.3108 36"Storm Abandonment Plug 024114 EA 10 10 $ 1,437.98 $ 14,379.80 96 0241.3109 39"Storm Abandonment Plug 02 4114 EA 10 10 $ 1,464.02 $ 14,640.20 97 0241.3110 42"Storm Abandonment Plug 024114 EA 10 10 $ 1,488.68 $ 14,886.80 98 0241.3111 45"Storm Abandonment Plug 024114 EA 10 10 $ 1,535.27 $ 15,352.70 99 0241.3112 48"Storm Abandonment Plug 024114 EA 10 30 $ 1,544.87 $ 15,448.70 100 0241.3201 Remove Storm Sewer Box 024114 LF 50 50 $ 105.11 $ 5,255.50 101 10241.3301 Remove 3'Round Manhole Riser 024114 EA 10 10 $ 105.11 $ 1,051.10 102 0241.3302 Remove 4'Manhole Riser 02 41 14 EA 10 10 $ 105.11 $ 1,051.10 103 0241.3303 Remove 5'Manhole Riser 02 41 14 EA 10 10 $ 105.11 $ 1,051.10 104 0241.3401 Remove 4'Storm Junction Box 02 41 14 EA 30 10 $ 1124.21 $ 11,242.10 105 0241.3402 Remove 5'Storm luntion Box 02 41 14 EA 10 10 $ 1,130.38 $ 11,303.80 106 0241.3403 Remove 6'Storm Junction Box 024114 EA 10 10 $ 1,197.52 $ 11975.20 107 0241.3404 Remove 7'Storm Junction Box 02 41 14 EA 10 10 $ 1,197.52 $ 11,975.20 108 0241.3405 Remove B'Storm Junction Box 024114 EA 10 10 $ 1,197.52 $ 11,975.20 109 0241.3501 Remove Storm Junction Structure 024114 EA 10 10 $ 1,197.52 $ 11,975.20 110 0241.4001 Remove 10'Curb Inlet 024114 EA 101 10 $ 1,110.30 $ 11,103.00 111 0241.4002 Remove 15'Curb Inlet 024114 EA 10 10 $ 1,272.00 $ 12 720.00 112 0241.4003 Remove 20'Curb Inlet 024114 EA 10 10 $ 1,529.75 $ 15,297.50 113 0241.4004 Remove 30'Curb Inlet 024114 EA 10 10 $ 1981.33 $ 19,813.30 114 0241.4101 Remove 10'Recessed Inlet 024114 EA 10 10 $ 1,110.30 $ 11,103.00 115 0241.4102 Remove 15'Recessed iniet 024114 EA 10 SO $ 1,272.00 $ 12,720.00 116 0241.4103 Remove 20'Recessed Inlet 02 41 14 EA 10 10 $ 1,529.75 $ 15,297.50 117 0241.4104 Remove 30'Recessed Inlet 024114 EA 10 10 $ 1,981.33 $ 19,813.30 118 0241.4201 Remove 4'Drop Inlet 02 41 14 EA 10 10 $ 886.09 $ 8,860.90 119 0241.4202 Remove S'Drop Inlet 024114 EA 10 10 S 975.74 $ 9,757.40 120 0241.4203 Remove 6'Drop Inlet 024114 EA 10 10 $ 1,110.30 $ 11,103.00 121 0241.4301 Remove 2'Grate Inlet 024114 EA 10 10 $ 851.61 $ 8,516.10 122 0241.4302 Remove 3'Grate Inlet 024114 EA 10 10 $ 851.61 $ 8,516.10 123 0241.4303 Remove 4'Grate Inlet 024114 EA 10 10 $ 851.61 $ 8,516.10 124 0241.4401 Remove Headwall/SET 024114 EA 10 10 $ 919.31 $ 9,193.10 125 0241.4501 Remove 6"Trench Drain 024114 LF 10 10 $ 35.81 $ 358.10 126 0241.4502 Remove 8"Trench Drain 02 41 14 LF 50 50 $ 27.92 $ 1,396.00 127 0241.4503 Remove 12"Trench Drain 024114 LF 50 50 $ 33.52 $ 1,676.00 1280241.4504 Remove 18"Trench Drain 024114 LF 50 50 $ 33.52 $ 1,676.00 129 0241.4505 Remove 24"Trench Drain 024114 LF 50 50 $ 42.86 $ 2,143.00 130 0241.5001 Abandon Manhole 024114 EA 101 101$ 818.38 $ 8,183.80 BASE BID-UNIT 2-Existing Conditional$ 2,184345.90 131 3110.0102 6"-12"Tree Removal 31 10 00 EA 10 10 $ 411.10 $ 4,111.00 132 3110.0103 12"-18"Tree Removal 31 10 00 EA 10 10 $ 479.62 $ 4,796.20 133 3110.0104 18"-24"Tree Removal 31 10 00 EA 10 10 $ 548.14 $ 5,481.40 134 3110.0105 24"and Larger Tree Removal 31 10 00 EA 10 10 $ 685.17 $- 6,851.70 135 3123.0101 Unclassified Excavation by Plan 312316 CY 150 150 $ 32.49 $ 4,873.50 136 3123.0103 Borrow by Plan 312323 CY 150 150 $ 45.77 $ 6,865.50 137 3124.0101 Embankment by Plan 312.400 CY 150 150 $ 45.77 $ 6,865.50 138 3125.0101 SWPPP 21 acre 312500 LS 5 5 $ 2,822.91 $ 14,114.55 ++ 139 3137.0101 Concrete Ri ra 313700 SY 250 250 $ 111.22 $ 27,805.00 140 3137.0102 Large Stone Ri ra,d 313700 SY 250 250 $ 137.21 $ 34,302.50 141 3137.0104 Medium Stone Ri ra,d 313700 SY 250 250 $ 130.42 S 32,605.00 142 3137.0107 Block Ri ra,dry 313700 1 SY 1 2501 250 $ 739.99 $ 184,997.50 BASE BID-UNIT 3-Earthwork $ 333,669.35 143 3201.0111 4'Wide Asphalt Pvmt Repair,Residential 32 01 17 LF 150 150 $ 49.37 $ 7,405.50 144 3201.0112 5'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 60.75 5 9,112.50 145 3201.01136'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 73.40 5 11,010.00 146 3201.0114 7'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 84.78 $ 12,717.00 147 3201.0115 8'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 96.16 $ 14,424.00 Baa 148 3201.0116 9'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 108.81 $ 16,321.50 149 3201.0117 30'Wide Asphalt Pvmt Repair,Residential 320117 LF 150 150 $ 121.47 $ 18,220.50 150 3201.0121 4'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 $ 63.95 $ 9,592.50 151 3201.0122 5'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 1501 150 $ 79.93 1$ 11,989.50 152 3201.0123 6'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 $ 95.91 $ 14,386.50 153 3201.0124 7'Wide Asphalt Pvmt Repair,Arterial 320117 LF 150 150 $ 111.89 $ 16,783.50 154 3201.0125 B'Wide Asphalt Pvmt Repair,Arterial 320117 LF 150 150 $ 127.88 $ 19,182.00 155 3201.0126 9'Wide Asphalt Pvmt Repair,Arterial 32 01 17 LF 150 150 $ 143.86 $ 21,579.00 156 3201.012710'Wlde As halt Pvmt Repair,Arterial 320117 LF 150 150 $ 159.84 $ 23976.00 157 3201.0131 4'Wide As halt Pvmt Repair,Industrial 320117 LF 150 150 $ 63.95 $ 9,592.50 158 3201.0132 5'Wide As halt Pvmt Repair,Industrial 320117 LF 150 150 $ 79.93 $ 11,989.50 159 3201.0133 6'Wide Asphalt Pvmt Repair,Industrial 320117 LF I 150 ISO $ 95.91 $ 14,386.50 160 3201.0134 7'Wide Asphalt Pvmt Repair,Industrial 320117 LF 150 150 $ 111.89 $ 16,783.50 161 3201.0135 8'Wide Asphalt Pvmt Repair,Industrial 320117 LF 150 150 $ 127.88 $ 19,182.00 162 3201.0136 9'Wide Asphalt Pvmt Repair,Industrial 320117 LF 150 150 $ 143.86 $ 21,579.00 163 3201.0137 10'Wide Asphalt Pvmt Repair,Industrial 320117 LF ISO 150 $ 159.84 $ 23,976.00 164 3201.0150 Asphalt Pvmt Re air,Sewer Service 320117 LF 150 150 $ 111.89 $ 16,783.50 165 3201.0151 Asphalt Pvmt Repair,Water Service 320117 LF 150 150 $ 111.89 $ 16,783.50 166 3201.0201 Asphalt Pvmt Repair Beyond Defined Width,Residential 320117 SY 300 300 $ 143.87 $ 43,161.00 167 3201.0202 Asphalt Pvmt Repair Beyond Defined Width,Arterial 330117 SY 300 300 $ 143.87 $ 43,161.00 Addrnlum No.1 3 of 13 2018 Paving aM Sidewalk Improvements Unit Price Con aucrim Conumo f 168 3201.0203 Asphalt Pvmt Repair Beyond Defined Width,Industrial 340117 SY 300 300 $ 143.87 $ 43,161.00 169 3201.0301 2"Extra Width Asphalt Pavment Repair 32 0117 SY 150 150 $ 27.43 $ 4,114.50 -� 170 3201.0302 3"Extra Width Asphalt Payment Repair 320117 SY 150 ISO $ 41.16 $ 6,174.00 171 3201.0303 4"Extra Width Asphalt Pavment Repair 320117 SY 150 150 $ 54.87 $ 8,230.50 172 3201.0400 Tem ora As halt Paving Repair 320118 LF 150 150 $ 14.08 $ 2,112.00 173 3201.0614 Cone Pvmt Repair,Residential 320129 SY 150 350 $ 129.30 $ 19,395.00 174 3201.0616 Cone Pvmt Repair,Arterial/Industrial 320129 SY 150 15D $ 217.50 $ 32,625.00 175 3201.0654 Cone Pvmt Repair,HES,Residential 320129 SY 150 150 $ 169.68 $ 25,452.00 176 3201.0656 Cone Pmt Repair,HES,Arterial/Industrial 320129 SY 150 150 $ 199.40 $ 29,910.00 1-100 100 $ 22.54 $ 2,254.00 177 3211.0112 6"Flexible Be-,Type A,GR-1 321123 SY 101-500 500 $ 19.64 $ 9,820.00 501-1000 1000 $ 19.09 $ 19,090.00 1001+ 1001 $ 17.31 $ 17 327.31 1-100 100 $ 23.30, $ 2,330.00 178 3211.0113 8"Flexible Base,Type A,GR-1 321123 SY 101-500 500 $ 22.37 $ 11,185.00 501-1000 1000 $ 21.08 $ 21,080.00 1001+ 1001 $ 20.05 $ 20,070.05 1-100 100 $ 26.68 $ 2,668.00 179 3211.0114 10"Flexible Base,Type A,GR-1 321123 SY 101-500 500 $ 25.01 $ 12,505.00 501-1000 1000 $ 23.72 $ 23,720.00 1001+ 1001 $ 23.28 $ 23,303.28 1-100 SOD $ 30.69 $ 3,069.00 180 3211.0115 12"Flexible Base,Type A,GR-1 321123 SY 101-500 Soo $ 29.00 $ 14,500.00 501-1000 1000 $ 27.71 $ 27,710.00 1001+ 1001 $ 27.28 $ 27,307.28 181 3212.0302 2"Asphalt Pmt Type D 321216 SY 2000 2000 $ 18.79 $ 37,580.00 182 3212.0303 3"Asphalt Pmt Type 0 321216 SY 2000 2000 $ 28.04 $ 56,080.00 183 3212.0304 4"As halt MtTypeD 321216 SY 2000 2000 $ 37.30 $ 74,600.00 184 3212.0401 HMACTransition 321216 TN 60 60 $ 327.98 $ 19,678.80 185 3212.0501 4"Asphalt Base Type B 321216 SY 2000 2000 $ 35.03 $ 70,060.00 186 3212.0502 5"Asphalt Base T 9 321216 SY 2000 2000 $ 43.49 $ 86,980.00 187 3212.0503 6"Asphalt Base Type B 321216 SY 2000 2000 $ 52.24 $ 104,480.00 188 3212.0504 7"Asphalt Base Type B 321216 SY 2000 2000 $ 60.71 $ 121,420.00 189 3212.0505 8"Asphalt Base Type B 321216 SY 2000 2000 $ 69.19 $ 138,380.00 1-100 100 $ 68.20 $ 6,820.00 190 3213.0101 6"Cone Pmt 3213 13 SY 101-500 500 $ 62.46 1$ 31,230.00 501-1000 1000 $ 61.98 1$ 61,980.00 1001+1 1001 $ 61.73 1$ 61,791.73 1-100 100 $ 75.46 $ 7,546.00 191 3213.0102 7"Cone Pvmt 321313 SY 101-500 500 $ 68.70 $ 34,350.00 5014000 loon $ 68.22 $ 68,220.00 1001+ 1001 $ 67.80 $ 67,867.80 1-100 100 $ 80.78 $ 8,078.00 192 3213.0103 8"Cone Pvmt 32 1313 SY 101-5DO Soo $ 75.03 $ 37,S15.00 501-1000 loco $ 74.56 $ 74,560.00 1001+ 1001 $ 74.13 $ 74,204.13 1-100 100 $ 86.22 $ 8,622.00 193 3213.0104 9"Cone Pvmt 321313 SY 101-500 500 $ 80.49 $ 40,245.00 501-10DO 1000 $ 80.01 $ 80,010.00 1001+ 1001 $ 79.59 $ 79,669.59 1-100 100 $ 94.20 $ 9,420.00 .� 194 3213.0705 30"Cone Pvmt 321313 SY 101-500 500 $ 87.70 $ 43,850.00 P SO1-1000 1000 $ 87.16 $ 87,160.00 1001+ 1001 $ 86.68 $ 86,766.68 1-100 100 $ 103.89 $ 10,389.00 195 3213.0106 11"Cone Pvmt 32 1313 SY 101-500 500 $ 97.38 $ 48,690.00 501-1000 1000 $ 96.84 $ 96,840.00 1001+ 1001 $ 96.31 1$ 96,406.31 1-100 100 $ 108.76 $ 10,876.00 196 3213.0107 12"Cone Pmt 321313 SY 101-500 500 $ 102.25 $ 51,125.00 501-1000 1000 $ 101.70 $ 101,700.00 1001+ 1001 $ 101.23 $ 101,331.23 1-100 100 $ 85.15 $ 8,515.00 197 3213.0201 6"Cone Pmt HES 321313 SY 101-500 500 $ 83.39 $ 41,695.00 ,e 501-1000 1000 $ 82.50 $ 82,500.00 1001+ 1001 $ 81.87 $ 81,951.87 1-100 100 $ 95.22 $ 9,522.00 198 3213.02027"Cone Pmt HES 321313 SY 101-500 500 $ 93.31 $ 46,655.00 501-1000 1000 $ 92.57 $ 92,570.00 1001+ 1001 $ 91.94 $ 92,031.94 1-100 100 $ 103.27 $ 10,327.00 199 3213.0203 8"Cone Pmt HES 321313 SY 101-500 Soo $ 104.10 $ 52,050.00 5014000 1000 $ 103.37 $ 103,370.00 1001+ 1001 $ 102.73 $ 102,832.73 1-100 100 $ 114.28 $ 11,428.00 200 3213.0204 9"Cone Pmt HES 32 13 13 SY 101-500 500 $ 112.37 $ 56,185.00 T 501-1000 1000 $ 111.64 $ 111,640.00 loot+ 1001 $ 110.90 $ 1111010.90 1-100 100 $ 125.07 $ 12,507.00 201 3213.0205 10"Cone Pmt HES 3213 13 SY 101-500 500 $ 122.90 $ 61,450.00 5014000 1000 $ 122.06 $ 122,060.00 1001+ 1001 $ 121.34 $ 121461.34 1-100 100 $ 134.83 $ 13,483.00 202 3213.0206 11"Cone Pmt HES 32 13 13 SY 101-500 500 $ 132.66 $ 66,330.00 501-3000 1000 $ 131.82 $ 131,820.00 1001+ 1001 $ 131.11 $ 131,241.11 1-100 100 $ 142.51 2 14,251.00 203 3213.0207 12"Cone Pmt HES 321313 SY 101-500 500 $ 140.34 $ 70,170.00 501-1000 1000 $ 139.50 $ 139,500.00 1001+ 1001 $ 138.78 $ 138,918.78 r Addalum No.1 4 of 13 2018 Paving wd SidmaLk Ingnovemrntl Unit Prim Co tmctlm Cmtmet 1-2500 2500 $ 6.43 $ 16,075.00 204 3213.0301 4"Conc Sidewalk 321320 SF 2501-5000 5000 $ 6.21 $ 31,050.00 5001-7500 7500 $ 6.03 $ 45,225.00 7501+ 7501 $ 6.00 S 45,006.00 1-2500 2500 $ 6.96 $ 17,400.00 205 3213.0302 5"Conc Sidewalk 321320 SF 2501-5000 5000 $ 6.75 $ 33,750.00 5001-7500 7500 $ 6.57 $ 49,275.00 7501+ 7501 $ 6.54 $ 49,056.54 1-2500 2500 $ 7.53 $ 18,825.00 206 3213.0303 6"Conc Sidewalk 321320 SF 2501-5000 5000 $ 7.32 $ 36,600.00 5001-7500 7500 $ 7.13 $ 53,475.00 7501+ 7501 $ 7.10 $ 53,257.10 1-2500 2500 $ 9.01 $ 22 525.00 207 3213.0311 4"Conc Sidewalk,Adjacent to Curb 321320 SF 2501-5000 5000 $ 8.80 $ 44,000.00 5001-7500 7500 $ 8.62 $ 64,650.00 7501+ 7501 $ 8.59 $ 64,433.59 1-2500 2500 $ 9.55 $ 23,875.00 208 3213.0312 5'Conc Sidewalk Adjacent to Curb 321320 SF 2501-5000 5000 $ 9.34 $ 46,700.00 5001-7500 7500 $ 9.15 $ 68,625.00 7501+ 7501 $ 9.12 $ 68,409.12 _ 1-2500 2500 $ 10.11 S 25,275.00 209 3213.0313 6"Conc Sidewalk,Adjacent to Curb 321320 SF 2501-5000 5000 $ 9.90 $ 49,500.00 5001-7500 7500 $ 9.72 $ 72,900.00 7501+ 7501 $ 9.69 $ 72,684.69 1-500 S00 $ 8.13 $ 4,065.00 210 3213.0401 6"Concrete Driveway 32 13 20 SF 501-1000 1000 $ 7.69 $ 7,690.00 1001+ 1001 $ 7.66 $ 7,667.66 + 1-500 500 $ 8.31 $ 4,155.00 211 3213.0402 7"Concrete Driveway 321320 SF 501-1000 1000 $ 8.27 $ 8,270.00 1001+ 1001 $ 8.27 $ 8,278.27 1-500 SOD $ 8.87 $ 4,435.00 212 3213.0403 8'Concrete Driveway 321320 SF 501-1000 1000 $ 8.84 $ 8,840.00 1001+ 1001 $ 8.84 $ 8,848.64 213 3213.0501 Barrier Free Ramp,Type R-1 321320 EA 20 20 $ 2,588.27 $ 51,765.40 214 3213.0502 Barrier Free Ram,Type U-1 321320 EA 20 20 $ 3,273.42 $ 65,468.40 215 3213.0503 Barrier Free Ramp,Type M-1 321320 EA 20 20 $ 2,200.19 $ 44,003.80 216 3213.0504 Barrier Free Ramp,Type M-2 321320 EA 20 20 $ 2,421.72 $ 48,434.40 217 3213.0505 Barrier Free Ramp,Type M-3 - 321320 EA 20 20 $ 2,356.08 $ 47,121.60 218 3213.0506 Barrier Free Ramp,Type P-1 32 13 20 EA 20 20 $ 2,253.71 $ 45,074.20 aa• 219 3213.0507 Barrier Free Ramp,Type P-2 3213 20 EA 20 20 $ 2,253.71 $ 45,074.20 220 3213.0508 Barrier Free Ramp,Type C-1 32 13 20 EA 20 20 $ 2,840.16 $ 56,803.20 221 3213.0509 Barrier Free Ramp,Type C-2 32 13 20 EA 20 20 $ 2,016.78 S 40,335.60 222 3213.0510 Barrier Free Ram,Type C-3 32 13 20 EA 20 20 $ 2,034.59 $ 40,691.80 1-250 250 $ 32.54 $ 8,135.00 223 3216.0101 6"Conc Curb and Gutter 321613 LF 251-500 500 $ 32.54 $ 16,270.00 .�. 501-750 750 $ 31.36 $ 23,520.00 751+ 751 $ 31.17 $ 23,408.67 1-250 250 $ 33.20 $ 8,300.00 224 3216.0102 7'Conc Curb and Gutter 321613 LF 251-500 500 $ 33.21 $ 16 605.00 501-750 750 $ 31.83 $ 23,872.50 751+ 751 $ 31.44 $ 23,611.44 1-20 20 $ 207.26 $ 4,145.20 225 3216.0301 9"Conc Valley Gutter,Residential 32 16 13 SY 21-00 40 $ 169.00 $ 6,760.00 41-60 60 $ 119.80 $ 7,188.00 61+ 61 $ 119.81 $ 7,308.41 1-20 20 $ 161.72 $ 3,234.40 226 3216.030211"Conc Valley Gutter,Arterial/Industrial 321613SY 21-40 40 $ 146.83 $ 5,873.20 41-60 60 $ 131.30 $ 7,878.00 s 61+ 61 $ 131.31 $ 8,009.91 227 3217.0001 4"SLD Pvmt Markin HAS W 32 17 23 LF 1500 1.500 $ 1.64 $ 2,460.00 228 3217.0002 4"SLD Pvmt Markin HAS Y 3217 23 LF 1000 1000 $ 1.64 $ 1,640.00 229 3217.0003 4"BRK Pvmt Markin HAS W 321723 LF 500 500 $ 1.85 $ 925.00 230 3217.0004 4"BRK Pvmt Markin HAS(Y) 321723 LF 500 500 S 1.85 $ 925.00 231 3217.0005 4"DOT P-t Markin HAS W 321723 LF 1 250 250 $ 4.11 $ 1,027.50 232 3217.0006 4"DOT Pvmt Markin HAS Y 321723 LF 250 250 $ 4.11 $ 1,027.50 233 3217.0007 4"SLD Pvmt Markin Tae W 321723 LF 1000 1000 $ 3.43 $ 3,430.00 234 3217.0008 4"SLD Pvmt Markin Tape Y 321723 LF 1000 1000 $ 3.43 $ 31430.00 235 3217.0101 6"SLD Pvmt Markin HAS W 321723 LF 1000 1000 $ 2.26 $ 2,260.00 236 3217.0102 6"SLD Pvmt Markin HAS V 321723 LF 1000 1000 5 2.26 $ 2,260.00 237 3217.0103 6"BRK Nita Markin HAS W 32 17 23 LF 500 500 $ 2.60 $ 1,300.00 •Fy 238 3217.0104 6"DOT Pvmt Markin HAS W 321723 LF 250 250 $ 2.74 $ 685.00 239 3217.0105 6"SLD Pvmt Markin Tae W 321723 LF 1000 1000 $ 5.48 $ 5,480.00 240 3217.0106 6"SLD Pvmt Markin Tape(YI 321723 LF 1000 1000 $ 5.48 $ 5,480.00 241 3217.0201 8"SLD Pvmt Markin HAS W 32 17 23 LF 1000 1000 $ 3.29 $ 3,290.00 242 3217.0202 8"SLD Nnnt Markin HAS Y 32 17 23 LF 1000 1000 $ 3.29 $ 3,290.00 243 3217.0203 8"SLD Pvmt Markin Tae W 321723 LF 1000 1000 $ 6.85 $ 6,850.00 _r 244 3217.0204 8"SLD Pvmt Markin Tape Y 321723 LF 1000 1000 $ 6.85 $ 6,850.00 245 3217.0301 12"SLD Pvmt Markin HAE W 32 17 23 LF 1000 1000 $ 4.59 $ 4,590.00 246 3217.0302 12"SLD P not Markin HAE Y 32 17 23 LF 1000 1000 $ 4.59 $ 4,590.00 247 3217.0303 12"SLD Pvmt Markin Tape W 32 17 23 LF 1000 1000 $ 7.13 $ 7,130.00 248 3217.0304 12"SLD Pvmt Markin Tape Y 321723 LF 1000 1000 $ 7.13 $ 7,130.00 249 3217.0401 18"SLD Pvmt Markin HAE W 321723 LF 500 500 $ 5.62 $ 2,810.00 _ 250 3217.0402 18"SLD Pymt Markin Tape W 321723 LF 500 500 $ 8.91 $ 4,455.00 251 3217.0501 24"SLD Pvmt Marking HAE W 321723 LF 1500 1500 $ 13.70 $ 20,550.00 252 3217.1001 Lane Legend RR 321723 EA SO SO $ 582.40 5 5,824.00 253 3217.1002 Lane Legend Arrow 321723 EA 20 20 $ 157.59 $ 3,151.80 254 3217.1003 Laneend DBL Arrow 321723 EA 30 10 $ 191.85 $ 1,918.50 255 3217.1004 Lane Le end Only 3217 23 EA 20 20 $ 205.55 $ 4,111.00 256 3217.1005 Lane L end Bus Lane 3217 23 EA 20 20 $ 239.81 $ 4,796.20 257 3217.1006 Lane Le end Bike 3217 23 EA 50 50 $ 287.77 $ 14,388.50 Addendum No.1 5.1713 2018 Paving and Sidewalk Improve mis Unit Price Coneanntioe Convent 258 3217.1007 Lane Legend Sharrow 321723 EA 100 100 $ 397.40 $ 39,740.00 259 3217.1008 Parking Lot Legend HC 321723 EA 25 25 $ 267.22 $ 6,680.50 'i 260 3217.2001 Raised Marker TY W 321723 EA 1000 1000 $ 8.22 $ 8,220.00 261 3217.2002 Raised Marker TY Y 321723 EA 1000 1000 $ 8.22 $ 8,220.00 262 3217.2101 REFL Raised Marker TY 1-A 321723 EA 250 250 $ 8.22 $ 2,055.00 263 3217.2102 REFL Raised Marker TY I-C 321723 EA 250 250 $ 8.22 $ 2,055.00 264 3217.2103 REFLRaised Marker TY II-A-A 32 17 23 EA 250 250 $ 8.22 5 2,055.00 265 3217.2104 REFL Raised Marker TY II-C-R 321723 EA 250 250 S 8.22 $ 2,055.00 266 3217.3001 Raised Marker,Work Zone 321723 EA 250 250 $ 3.43 $ 857.50 267 3217.3101 Tab Marker TY W 32 17 23 EA 500 500 S 6.85 $ 3,425.00 268 3217.3102 Tab Marker TYY 321723 EA S00 500 $ 6.85 $ 3,425.00 269 3217.4201 Fire Lane Marking 321723 LF 500 500 $ 0.69 $ 345.00 270 3217.4301 Remove 4"Pvmt Marking 321723 LF 2000 2000 $ 1.37 $ 2,740.00 271 3217.4302 Remove 6"Pvmt Marking 321723 LF 1000 1000 $ 1.71 $ 1,710.00 272 3217.4303 Remove 8"Pvmt Marking 32 17 23 LF 2000 2000 $ 1.71 5 3,420.00 273 3217.4304 Remove 12"Pvmt Marking 321723 LF 2000 2000 $ 3.01 $ 6,020.00 274 3217.4305 Remove 18"Pvmt Marking 321723 LF 1000 1000 $ 3.01 $ 3,010.00 275 3217.4306 Remove 24"Pvmt Marking 321723 LF 2000 2000 S 4.25 $ 8,500.00 276 3217.4307 Remove Raised Marker 321723 EA 20001 2000 $ 1.37 1$ 2,740.00 277 3217.4401 Remove Lane Legend RR 321723 EA 20 20 $ 102.78 $ 2,055.60 278 3217.4402 Remove Lane Legend Arrow 321723 EA 25 25 $ 61.67 $ 1,541.75 279 3217.4403 Remove lane Legend DBL Arrow 321723 EA 20 20 S 68.52 $ 1,370.40 280 3217.4404 Remove lane Legend Only 321723 EA 25 25 $ 68.52 $ 1713.00 281 3217.4405 Remove Lane Legend Bus Lane 321723 EA 25 25 $ 102.78 $ 2,569.50 282 3217.4406 Remove Lane Legend Bike 321723 EA 50 50 $ 75.37 $ 3,768.50 283 3217.4407 Remove Lane Legend Sharrow 321723 EA 50 50 $ 75.37 $ 3,768.50 284 3217.4408 Remove Lane Legend HC 32 17 23 EA 25 25 $ 75.37 $ 1,884.25 ' 285 3231.0111 4'Chain Link,Steel 323113 OF 200 200 $ 21.93 $ 4,386.00 286 3231.0112 5'Chain Link,Steel 323113 LF 2001 200 $ 24.67 1$ 4,934.00 287 3231.0113 6'Chain Link,Steel 323113 LF 200 200 $ 27.41 $ 5,482.00 288 3231.0114 8'Chain Unk,Steel 323113 LF 200 200 $ 35.63 $ 7,126.00 289 3231.0115 10'Chain Unk,Steel 323113 LF 200 200 S 43.85 $ 8,770.00 290 3231.0121 4'Chain Unk,Aluminum 323113 LF 200 200 $ 41.11 5 8,222.00 291 3231.0122 5'Chain Unk,Aluminum 323113 LF 200 200 $ 46.59 $ 9,318.00 292 3231.0123 6'Chain Unk,Aluminum 323113 LF 200 200 $ 52.07 $ 10,414.00 293 3231.0124 B'Chain Unk,Aluminum 323113 LF 200 200 $ 61.67 $ 12,334.00 294 3231.0125 10'Chain Unk,Aluminum 323113 LF 200 200 $ 82.22 $ 16,444.00 295 3231.0211 Barbed Wire Fence,Metal Posts 323126 LF 200 200 $ 20.56 $ 4,112.00 296 3231.0221 Barbed Wire Fence,Wood Posts 323126 LF 200 200 $ 54.81 $ 10,962.00 297 3231.0411 4'Fences,Wood 323129 LF 200 200 $ 58.92 $ 11,784.00 298 3231.0412 6'Fences,Wood 323129 LF 200 200 $ 65.78 $ 13,156.00 299 3231.0413 S'Fences,Wood 323129 LF 200 200 $ 75.37 $ 15,074.00 300 3232.0100 Conc RM Wall with Sidewalk,Face 323213 SF 200 200 $ 61.62 $ 12,324.00 301 13232.0101 Conc Ret Wall with Sidewalk,Sidewalk 323213 SF 200 200 $ 61.62 $ 12 324.00 1-100 100 $ 57.55 $ 5,755.00 302 3291.0100 Topsoil 329119 CY 101-200 200 $ 54.13 $ 10,826.00 201-300 300 $ 54.13 $ 16,239.00 301+ 301 $ 50.70 $ 15,260.70 1-1000 1000 $ 6.51 $ 6,510.00 303 3292.0100 Block Sod Placement 329213 SY 1001-2000 2000 $ 6.17 $ 12,340.00 2001-3000 3000 $ 5.48 $ 16,440.00 s+� 3001+ 3001 $ 5.48 $ 16,445.48 1-1000 1000 $ 6.35 $ 6,350.00 304 3292.0500 Seeding,Soil Retention Blanket 329213 SY 1001-2000 2000 $ 6.01 $ 12,020.00 2001-3000 3000 $ 5.87 $ 17,610.00 3001+ 3001 $ 5.80 5 17,405.80 305 3293.0102 Plant 2"Tree 329343 EA 10 10 $ 678.32 $ 6,783.20 _ 306 3293.0103 Plant 3"Tree 32 93 43 EA 10 10 $ 822.21 $ 8,222.10 307 3293.0104 Plant 4"Tree 329343 1 EA 1 101 10 5 1,267.57 $ 12,675.70 308 3293.0105 Plant 5"Tree 329343 EA 10 10 $ 1,884.23 $ 18,842.30 309 3293.0106 Plant 6"Tree 32 93 43 EA 10 10 $ 2,603.66 $ 26,036.60 BASE BID-UNIT 4-Exterior Improvements $ 7,557 831.38 ' 310 3305.0001 4"Waterline Lowering 33 0S 12 EA 5 5 $ 9,338.98 $ 46,694.90 311 3305.0002 6"Waterline Lowering330512 EA 5 5 $ 12,223.59 $ 61,117.95 312 3305.0003 8"Waterline Lowering330512 EA 5 5 $ 12,566.18 $ 62,830.90 313 3305.0004 10"Waterline Lowering330S12 EA 5 5 $ 15,382.26 $ 76,911.30 314 3305.0005 12"Waterline Lowering330512 EA 5 5 $ 15,793.37 $ 78,966.85 315 3305.0101 Fire Hydrant Stem Extension 330514 EA 5 5 $ 1,627.30 $ 8,136.50 1-10 10 $ 685.92 $ 6,859.20 316 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11-50 50 $ 685.83 $ 34,291.50 51-100 100 $ 617.24 $ 61,724.00 101+ 101 $ 548.66 $ 55,414.66 317 3305.0105 Inlet Ad's[ment 330514 EA 10 10 $ 4,114.86 $ 41,148.60 318 3305.0106 Manhole Adjustment,Major 330514 EA 10 10 $ 2,466.65 $ 24,666.50 319 3305.0107 Manhole Adjustment,Minor 330514 EA 10 10 $ 1,684.20 $ 16,842.00 320 3305.0108 Miscellaneous Structure Adjustment 330514 EA 10 10 $ 2,199.43 $ 21,994.30 321 3305.0109 Trench Safety 330510 LF 100 100 $ 6.85 S 685.00 322 3305.0110 Utility Markers 33 05 26 LS 1 1 $ 856.46 S 856.46 323 3305.0111 Valve Box Adjustment 330514 EA 10 10 $ 865.28 $ 8,652.80 324 3305.0112 Concrete Collar 33 05 17 EA 10 10 $ 1,359.73 S 13,597.30 325 3305.0114 Manhole Adjustment,Ma'orw/Cover 330514 EA 30 10 $ 2,100.71 S 21,007.10 1-10 10 $ 685.92 $ 6,859.20 326 3305.0115 Vacuum Excavation 330530 EA 11-50 50 $ 685.83 S 34,291.50 51400 100 $ 617.24 $ 61,724.00 101+ 101 $ 548.66 $ 55,414.66 327 3305.0203 Imported Embedment/Backfill,CLSM 330510 CY 20 20 $ 158.09 $ 3,161.80 328 3311.0001 Ductile Iron Water Fittings w/Restraint 331111 TON 1 1 $ 9,496.52 $ 9,496.52 329 13311.0041 4"Water Pie 33 1110,33 1112 LF 100 100 $ 55.00 $ 5,500.00 Addcodum No.1 6 of 13 2018 Paving and Sider&Lmprovemrnts Unit Price Caoovetioo Contract 330 3311.0141 6"Water Pipe 331110,331112 LF 100 100 $ 62.89 $ 6,289.00 sar 331 3311.0241 8"Water Pie 33 1110,33 1112 LF 100 100 $ 69.18 $ 6,918.00 332 3311.0341 10"Water Pie 331110,331112 LF 100 100 $ 79.51 $ 7,951.00 333 3311.0441 12"Water Pie 33 1110,33 1112 LF 100 100 $ 101.60 S 10,160.00 334 3312.0001 Fire H drant 331240 EA 10 10 5 4,067.64 $ 40,676.40 335 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 10 10 $ 4,430.36 $ 44,303.60 336 3312.2001 1"Water Service,Meter Reconnection 33 12 10EA 10 10 $ 1,338.33 $ 13,383.30 i 337 3312.2003 1"Water Service 331210 EA 10 10 $ 1,638.90 $ 16 389.00 338 3312.2203 2"Water Service 331210 EA 10 10 $ 2,846.15 $ 28,461.50 339 3312.3001 4"Gate Valve 331220 EA 51 5 $ 1,966.35 S 9,83175 340 3312.3002 6"Gate Valve 33 12 20 EA 5 5 S 2,139.81 S 10,699.05 341 3312.3003 8"Gate Valve 33122.0 EA 5 5 $ 2,862.67 $ 14,313.35 342 3312.3004 10"Gate Valve 33 12 20 EA 5 5 $ 3,639.22 S 18,196.10 343 3312.3005 12"Gate Valve 331220 EA 5 5 $ 4,092.73 $ 20,463.65 344 3312.3101 4"Cut-in Gate Valve 33 12 20 EA 5 5 $ 1,570.16 $ 7,850.80 345 3312.3102 6"Cut-in Gate Valve 331220 EA 5 5 $ 1,979.48 5 9,897.40 346 3312.3103 8"Cutin Gate Valve 33 12 20 EA 5 5 $ 2,514.71 $ 12,573.55 347 3312.3104 10"Cut-in Gate Valve 33 12 20 EA 5 5 $ 3,809.88 $ 19,049.40 348 3312.3105 12"Cutin Gate Valve 331220 EA 5 5 5 3,679.93 $ 18,399.65 349 3331.0101 4"Sewer Pipe,Point Repair 33 3122,33 3123 LF 50 50 $ 68.04 $ 3,402.00 aa� 350 3331.0102 6"Sewer Pie Point Repair 33 3122,33 3123 LF 50 50 $ 70.69 $ 3,534.50 351 3331.0103 B"Sewer Pipe,Point Repair 33 3122,33 3123 LF 50 50 74.66 $ 3,733.00 352 3331.0104 10"Sewer Pipe,Point Repair 33 3122,33 3123 LF 50 50 $ 82.46 $ 4,123.00 353 3331.0105 12"Sewer Pipe,Point Repair 33 3122,33 3123 LF 50 50 $ 87.44 $ 4,372.00 354 3331.3101 4"Sewer Service 33 3150 EA 5 5 $ 1,806.39 $ 9,031.95 355 3331.3201 6"Sewer Service 333150 EA 5 5 $ 2,096.34 $ 10,481.70 356 3331.3311 4"Sewer Service,Reconnection 333150 EA 5 5 $ 1,396.48 $ 6,982.40 357 3331.3312 6"Sewer Service,Reconnection 33 3150 EA 5 5 $ 1692.29 $ 8,461.45 358 3331.3313 8"Sewer Service,Reconnection 333150 EA 5 5 $ 1,719.72 $ 8,598.60 359 3331.4101 4"Sewer Pie 331110,33 3120 LF 100 100 $ 67.79 $ 6,779.00 360 3331.4108 6"Sewer Pie 331110,33 3112,33 3120 LF 100 100 $ 70.16 $ 7,016.00 361 3331.4115 8"Sewer Pie 33111,33 3112,33 3120 LF 100 100 $ 73.85 $ 7,385.00 362 3331.4201 10"Sewer Pipe 33 1110,33 3112,33 3120 LF 100 100 $ 81.24 $ 8,124.00 tF 363 3331.4208 12"Sewer Pie 33 1110,33 3112.33 3120 LF 10O 100 $ 86.01 $ 8,601.00 364 3339.1001 4'Manhole 33 39 10,33 39 20 EA 5 5 $ 6,648.30 $ 33,241.50 365 3339.1002 4'Drop Manhole 33 3910,33 39 20 EA 5 5 $ 6,834.94 $ 34,174.70 366 3339.1003 4'Extra Depth Manhole 33 39 10,33 39 20 VFUS 15 $ 1,255.59 $ 18,833.85 367 3339.1004 4'Shallow Manhole 33 3910,33 39 20 EA 5 $ 5,027.76 $ 25,138.80 368 3339.1101 5'Manhole 33 3910,33 39 20 EA 5 $ 7,325.32 S 36,626.60 369 3339.11025'Dro Manhole 33 39 10,33 39 20 EA 5 S 8569.81 $ 42,849.05 370 3339.11035'Extra Depth Manhole 33 39 10,33 39 20 VF 15 $ 1344.67 $ 20,170.05 371 3339.1104 5'Shallow Manhole 33 3910,33 39 20 EA 5 5 5,930.64 $ 29,653.20 372 3339.1201 6'Manhole 33 39 10,33 39 20 EA 5 $ 10,728.58 $ 53,642.90 373 3339.12026'Dro Manhole 33 39 10,33 39 20 EA 5 $ 12,971.80 $ 64,859.00 374 3339.1203 6'Extra De th Manhole 33 3910,33 39 20 VF 15 $ 1,456.01 $ 21,840.15 aaat 375 3339.12046'Shallow Manhole 33 39 10 33 3920 EA 5 5 $ 8,256.80 $ 41,284.00 376 3341.0101 15"HDPE Pie 334111 LF 100 100 $ 63.79 $ 6,379.00 377 3341.0102 18"HDPE Pie 334111 LF 100 100 $ 68.17 $ 6,817.00 378 3341.0103 18"RCP,Class 111 33 41 10 LF 100 100 $ 76.05 $ 7,605.00 379 3341.0201 21"RCP,Gass III 334110 LF 100 100 $ 96.64 $ 9,664.00 380 3341.0204 24"HDPE Pi a 334111 LF 100 100 $ 83.10 $ 8,310.00 .� 381 3341.0205 24"RCP Gass III 334110 LF 100 100 $ 112.71 1$ 11,271.00 382 33410208 27"RCP,Gass 111 33 4110 LF 100 100 $ 129.81 $ 12,981.00 383 3341.0301 30"HDPE Pie 334111 LF 100 100 $ 100.38 S 10,038.00 384 3341.0302 30"RCP Ciass III 334110 LF 100 100 $ 151.33 $ 15,133.00 385 3341.0305 33"RCP Class III 334110 LF 1 1001 100 $ 174.03 $ 17,403.00 386 3341.0308 36"HDPE Pie 334111 LF 100 100 $ 112.56 $ 11,256.00 387 3341.0309 36"RCP,Gass III 334110 LF 100 100 $ 181.17 $ 18,117.00 388 3341.0312 39"RCP,Class III 334110 LF 100 100 $ 273.36 $ 27,336.00 389 3341.0402 42"RCP Class III 334110 LF 100 100 $ 227.90 $ 22,790.00 390 3341.0405 45"RCP,Class III 334110 LFliO0100 100 $ 321.01 $ 32101.00 391 3341.0409 48"RCP,Class III 334110 LF 100 $ 273.78 $ 27,378.00 392 3341.0901 15"HDPE Lateral Line 334111 LF 100 $ 58.56 $ 5,856.00 aw 393 3341.0902 18"HDPE Lateral Line 334111 LF 100 $ 58.47 $ 5,847.00 394 3341.0903 21"HDPE Lateral Line 334111 LF 100 $ 77.06 $ 7,706.00 395 3341.0904 24"HDPE Lateral Line 33 41 11 LF 100 $ 80.33 $ 8,033.00 396 3341.0905 27"HDPE lateral Line 334111 LF 100 $ 101.50 $ 10,150.00 397 3341.0906 30"HDPE lateral Line 334111 LF 100 S 99.29 $ 9,929.00 398 3341.0907 36"HDPE Lateral Une 334111 LF 100 $ 112.08 $ 11,208.00 399 3341.1001 3x2 Box Culvert 33 41 10 LF 100 $ 204.29 $ 20,429.00 400 3341.1002 3x3 Box Culvert 33 41 10 LF0 100 $ 243.99 $ 24,399.00 401 3341.1101 4x2 Box Culvert 334110 LF0 100 $ 315.70 $ 31,570.00 402 3341.1102 4x3 Box Culvert 33 41 10 LF0 100 $ 345.26 $ 34,526.00 403 3341.1103 4x4 Box Culvert 334110 LF0 100 S 374.19 $ 37,419.00 404 3341.1201 5x3 Box Culvert 33 41 10 LF0 100 $ 402.51 $ 40,251.00 405 3341.1202 5x4 Box Culvert 334110 LF0 100 $ 437.46 $ 43,746.00 406 3341.1203 5x5 Box Culvert 334110 LF0 100 $ 463.36 S 46,336.00 407 3341.1301 6x2 Box Culvert 334110 LF0 100 $ 447.09 $ 44,709.00 408 3341.1302 6x3 Box Culvert 334110 LF 100 100 $ 494.10 $ 49,410.00 409 3341.1303 60 Box Culvert 334110 LF 100 100 $ 555.64 $ 55,564.00 410 3341.1304 6x5 Box Culvert 33 41 10 LF 100 100 $ 606.99 $ 60,699.00 411 3341.1305 6x6 Box Culvert 334110 LF 100 100 $ 687.48 $ 68,748.00 y 412 3349.0001 4'Storm Junction Box 334910 EA 5 5 $ 5,852.05 $ 29,260.25 413 3349.0002 5'Storm Junction Box 334910 EA 5 5 $ 8,688.68 $ 43,443.40 414 3349.0003 6'Storm Junction Box 334910 EA 5 5 $ 10,250.25 $ 51,251.25 415 13349.0104 4'Stacked Manhole 334910 EA 5 5 $ 8,907.01 S 44,535.05 416 3349.1000 Headwall,Box Culvert 33 49 40 CY 5 5 $ 2,385.01 $ 11,925.05 417 3349.1001 18"Flared Headwall,1 pipe 334940 EA 5 5 $ 2,242.08 $ 11,210.40 418 3349.1002 21"Flared Headwall,1 pipe 33 49 40 EA 5 5 $ 2,749.10 $ 13,745.50 419 3349.1003 24"Flared Headwall,1 pipe 33 49 40 EA S1 5 $ 2,790.21 $ 13,951.05 aav Addendum No.1 7 of 13 2018 Paving and Sidewalk Impmvemms Unit Prim CaostrwLim Contrrx 420 3349.1004 27"Flared Headwall,1 pipe 334940 EA 5 5 $ 3,516.50 $ 17,582.50 421 3349.1005 30"Flared Headwall,1 pipe 334940 EA 5 5 $ 3,763.16 $ 18,815.80 422 3349.1006 33"Flared Headwall,l pipe 334940 EA 5 5 5 4,962.21 $ 24,811.05 423 3349.1007 36"Flared Headwall,]pipe 334940 EA 5 5 $ 5,099.25 $ 25,496.25 424 3349.1008 39"Flared Headwall,1 pipe 334940 EA 5 5 $ 6,503.85 $ 32,519.25 425 3349.1009 42"Flared Headwall,i pipe 33 49 40 FA 5 5 $ 7,740.60 $ 38,703.00 426 3349.1010 45"Flared Headwall,1 pipe 334940 EA 5 5 $ 5,856.38 $ 29,281.90 427 3349.1011 48"Flared Headwall,1 pipe 334940 EA 5 5 $ 5,856.38 $ 29,281.90 428 3349.1101 18"Flared Headwall,2 pipes 334940 EA 5 5 $ 4,047.52 $ 20,237.60 429 3349.1102 21"Flared Headwall,2 pipes 334940 EA5 5 $ 5,061.57 S 25,307.85 430 3349.1103 24"Flared Headwall,2 pipes 334940 EA 5 5 $ 5,876.82 $ 29,384.10 431 3349.1104 27"Flared Headwall,2 pipes 334940 EA 5 5 $ 7,240.57 $ 36,202.85 432 3349.1105 30"Flared Headwall,2 pipes 33 49 40 EA 5 5 $ 9,289.12 $ 46,445.60 433 3349.2001 18"Parallel Headwall,l pipe 334940 EA 5 5 $ 2,242.08 $ 11,210.40 +aat 434 3349.200221"Parallel Headwall,1 ie 334940 EA 5 5 $ 2,749.10 $ 13745.50 435 3349.2003 24"Parallel Headwall,1 pipe 334940 EA 5 5 $ 2,790.21 $ 13,951.05 436 3349.2004 27"Parallel Headwall,1 pipe 334940 EA 5 5 $ 3,516.50 $ 17,582.50 437 3349.2005 30"Parallel Headwall,1 pipe 334940 EA 5 5 $ 3,763.16 $ 18,815.80 438 3349.2006 33"Parallel Headwall,i pipe 334940 EA 51 5 $ 4,962.21 $ 24,811.05 439 3349.2007 36"Parallel Headwall,l pipe 33 49 40 EA 5 5 $ 5,099.25 $ 25 496.25 ,sa 440 3349.2008 39"Parallel Headwall,1 pipe 33 49 40 EA 5 5 $ 7,603.57 $ 38,017.85 441 3349.2009 42"Parallel Headwall,1 pipe 334940 EA 5 5 S 7,740.60 $ 38,703.00 442 3349.2010 45"Parallel Headwall,1 pipe 33 49 40 EA 5 5 $ 5,856.38 S 29,281.90 443 3349.2011 48"Parallel Headwall,1 pipe 334940 EA 5 5 $ 5,856.38 $ 29,281.90 444 3349.2101 18"Parallel Headwall,2 Pipes 334940 EA 5 5 $ 4,047.52 $ 20,237.60 445 3349.2102 21"Parallel Headwall,2 pipes 33 49 40 EA 5 5 $ 5,061.57 $ 25,307.85 446 3349.2103 24"Parallel Headwall,2 pipes 334940 EA 5 5 $ 5,143.80 $ 25,719.00 447 3349.2104 27"Parallel Headwall,Z pipes 334940 EA 5 5 $ 7,329.39 $ 36,646.95 448 3349.2105 30"Parallel Headwall,2 pipes 334940 EA 51 5 $ 9,289.12 1 S 46,445.60 449 3349.3001 18"Straight Headwall,3 pipe 334940 EA 5 5 $ 2,242.08 $ 11,210.40 450 3349.3002 21"Straight Headwall,1 pipe 334940 EA 5 5 $ 2,749.10 $ 13,745.50 451 3349.3003 24"Straight Headwall 1 pipe 334940 EA 5 5 $ 2,790.21 $ 13,951.05 452 3349.3004 27"Straight Headwall,l pipe 334940 EA 5 5 $ 3,516.50 $ 17,582.50 aa� 453 3349.3005 30"Straight Headwall,l pipe 33 49 40 EA 5 5 $ 3,763.16 S 18,815.80 454 3349.3006 33"Straight Headwall,1 pipe 334940 EA 5 5 $ 4,962.21 $ 24,811.05 45S 3349.3007 36"Straight Headwall,l pipe 334940 EA 5 5 $ SA99.25 $ 25,496.25 456 3349.3008 39"Straight Headwall,1 pipe 334940 EA 115 5 $ 6,503.85 $ 32,519.25 457 3349.3009 42"Straight Headwall,l pipe 334940 EA 5 $ 7,740.60ES7,"'"193.75 3.00458 3349.3010 45"Stra' t Headwall,i i e 334940 EA 5 $ 5,856.3881.90459 3349.3011 48"Strai ht Headwall,1 i e 334940 EA 5 $ 5,556.381.90460 3349.3101 18"SVa' t Headwall,2 i es 334940 EA 5 $ 3,314.5072.50461 3349.3102 21"Stni ht Headwall,2 i es 334940 EA 5 $ 4,328.5642.80462 3349.3103 24"Strai ht Headwall,2 i es 334940 EA 5 $ 5,143.8019.00463 3349.3104 27"Strai t Headwall,2 i es 334940 EA 5 $ 7,822.7113.55464 3349.3105 30"Strai ht Headwall,2 i es 334940 EA 5 $ 9,289.1245.60 465 3349.4103 18"SET,1 pipe 334940 EA 5 5 $ 1,438.7593.75 466 3349.4104 21"SET,1 pipe 334940 EA 5 5 $ 1,945.78 $ 9,728.90 467 3349.4105 24"SET,1 pipe 334940 EA 5 5 $ 2,353.58 $ 11,767.90 468 3349.4106 27"SET,L pipe 334940 EA 5 5 $ 3,079.87 $ 15,399.35 469 3349.4107 30"SET,1 pipe 334940 EA 5 5 $ 4,426.24 $ 22,131.20 470 3349.4108 33"SET,1 pipe 334940 EA 5 5 $ 5,625.30 $ 28,126.50 471 3349.4109 36"SET,1 pipe 334940 EA S 5 $ 5,762.33 $ 28 811.65 472 3349.4110 39"SET,1 pipe 334940 EA 5 5 $ 5,517.37 $ 27 586.85 473 3349.4111 42"SET,1 pipe 334940 EA 5 5 $ 5,654.41 $ 28,272.05 474 3349.4112 45"SET,1 pipe 334940 EA 5 5 $ 7,702.91 $ 38,514.55 475 3349.4113 48"SET,1 pipe 33 49 40 EA 5 5 $ 8,114.01 $ 40,570.05 476 3349.4203 18"SET,2 pipes 334940 EA 5 5 $ 4,04752 $ 20,237.60 477 3349.4204 21"SET,2 pipes 334940 EA 5 5 $ 5,061.57 $ 25,307.85 478 3349.4205 24"SET,2 pipes 33 49 40 EA 5 5 $ 5,876.82 $ 29,384.10 479 3349.4206 27"SET,2 pipes 334940 EA 5 5 $ 8,062.78 $ 40,313.90 480 3349.4207 30"SET,2 pipes 334940 EA 5 5 $ 9,289.12 $ 46,445.60 481 3349.5001 10'Curb Inlet 334920 EA 5 5 $ 6,104.93 $ 30,524.65 482 3349.500215'Curb Inlet 334920 EA 5 5 $ 8,035.41 $ 40,177.05 483 3349.5003 20'Curb Inlet 33 49 20 EA 5 5 $ 10,010.43 S 50,052.15 484 3349.6001 10'Recessed Inlet 33 49 20 EA 5 5 $ 7,204.65 $ 36,023.25 485 3349.6002 15'Recessed Inlet 33 49 20 EA 5 5 $ 9,135.12 $ 45,675.60 486 3349.6003 20'Recessed Inlet 33 49 20 EA 5 5 $ 12,209.86 $ 61,049.30 487 3349.7001 4'DropInlet 334920 EA 5 5 $ 4,575.09 $ 22,875.45 488 3349.7002 5'Drop Inlet 33 49 20 EA 5 5 $ 7,135.86 $ 35,679.30 489 3349.7003 6'DropInlet 334920 EA 5 5 $ 9,417.46 $ 47,087.30 s 490 3349.8001 10'Type 2 Inlet 33 49 20 EA 5 5 $ 6,929.72 $ 34,648.60 491 3349.8002 15'Type 2 Inlet 33 49 20 M15 5 $ 8,035.41 $ 40,177.05 492 3349.8003 20'Type 2Inlet 33 49 20 5 $ 9,563.00 $ 47,815.00 493 3349.9001 2'Grate inlet 33 49 20 5 $ 5,351.23 $ 26,756.15 494 3349.9002 3'Grate Inlet 3-149 20 Ell 6,516.02 $ 32,580.10 495 3349.9003 4'Grate Inlet 3349 20 5 $ 8,]29.62 $ 40,648.10 w. BASE BID-UNITS-Utilities 1 4,943804.10 496 3441.4001 Furnish/Install Alum Sign Mast Arm Mount 344130 EA 25 25 $ 616.66 $ 15,416.50 497 3441.4002 Furnish/Install Alum Si Ground Mount TXDOT Std. 344130 EA 25 25 $ 1,027.76 $ 25,694.00 498 3441.4003 Furnish/Install Plum Sign Ground Mount Ci Std. 344130 EA 25 25 S 548.14 $ 13,703.50 a 499 3441.4004 Furnish/Install Alum Sign Ex.Pole Mount 344130 EA 25 25 $ 342.59 $ 8,564.75 500 3441.4108 Remove Si Panel and Post 344130 EA 25 25 $ 68.52 $ 1,713.00 501 3441.4109 Remove Sign Panel 344130 EA 25 25 $ 34.26 $ 856.50 502 3441.4110 Remove and Reinstall Sin Panel and Post 344130 EA 25 25 $ 239.81 $ 5,995.25 503 3471.0001 Traffic Control 347113 MO 10 10 $ 4,385.11 $ 43,853.10 504 3471.0002 Portable Message S 347113 wK 50 50 $ 685.17 $ 34,258.50 BASE BID-UNIT6-Tmnsportation $ 150053.10 Addeo urn No,1 8 of 13 2018 Pavirg and Sidewdk Improvenwo Unit Price Consinxim Conum a, 505 9999.0001 Work Order Mobilization So-$100,000 017000 EA 1 1 $ 5,000.00 $ 5,000.00 506 9999.0002 Work Order Mobilization$100,001-$300,0001 017000 EA 1 1 $ 15,000.00 $ 15,000.00 507 9999.0003 Work Order Mobilization$300,001-$600,000 017000 EA 1 1 $ 30,000.00 $ 30,000.00 508 9999.0004 Work Order Mobilization$600,000+ 017000 EA 1 1 $ 40,000.00 $ 40,000.00 1-50 So $ 11.95 $ 597.50 509 9999.0005 Remove Gravel Drive 02 4113 SF 51400 100 $ 8.82 $ 882.00 101-200 200 $ 6.18 $ 1,236.00 201-300 300 $ 5.59 $ 1,677.00 510 9999.0006 Remove Bollard EA 5 5 $ 102.75 513.75 511 9999.0007 Remove 5x2 Storm Line 02 4114 LF 100 100 $ 73.32 $ 7,332.00 512 9999.0008 Storm Sewer Box Abandonment Plug 024114 EA 6 6 $ 986.49 $ 5,918.94 513 9999.0009 Site Clearing 311000 SY Soo 500 $ 15.26 $ 7,630.00 ,,. 514 9999.0010 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(6") TxDOT Item 247 Flexible SY 1000 1000 $ 19.61 $ 19,610.00 Base 515 9999.0011 T%DOT FL BS(CMP IN PLC)(TY D GRI-2)(7") TxDOT Item 247 Flexible SY 1000 1000 $ 20.82 $ 20,820.00 Base 516 9999.0012 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(8") TxDOT Item 247 Flexible SY 1000 1000 $ 22.34 $ 22,340.00 Ba- 517 9999.0013 TxDOT FL 85(CMP IN PLC)(TY D GRI-2)(9") TXDOT Item 247 Flexible SY 1000 1000 $ 23.46 $ 23,460.00 518 9999.0014 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(10") TxDOT Rem 247 Flexible SY 1000 1000 $ 24.78 $ 24,780.00 519 9999.0015 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(11") TxDOT Item 247 Flexible SY 1000 1000 $ 25.35 $ 25,350.00 � 520 9999.0016 TxDOT FL TxDOT Item 247 Flexible BS(CMP PLC)(TY SY 1000 1000 $ 27.56 $ 27,560.00 521 9999.0017 TxDOT FL BS(CMP IN PLC)(TY D GRI-2)(13') TxDOT Rem 247 Flexible SY 1000 1000 $ 29.12 $ 29,120.00 522 9999.0018 TxDOT PRIME COAT(MC-30 OR AE-P) TxD0T Item 310 Prime GAL 50 50 $ 38.88 $ 1,944.00 Coat 523 9999.0019 T%DOT D-GR HMA TY-B PG64-22 TxDOT Item 341 Dense- TON 250 250 $ 142.21 $ 35,552.50 Graded Not-Max A-h2lt 524 9999.0020 TxDOT D-GR HMA TY-DPG64-22 ID0T Rem 341Dense- TON 250 250 $ 165.62 $ 41,405.00 Graded t_.i. TxDOT Item 528 Colored 1-75 75 $ 107.35 $ 8,051.25 525 9999.0021 6"Stamped Concrete Textured Concrete and SY 76-150 150 $ 100.87 $ 15,130.50 Landscape Pavers 151-225 225 $ 96.19 $ 21,642.75 226-300 300 $ 95.84 $ 28,752.00 TxD0T Item 528 Colored 1-75 75 $ 121.40 $ 9,105.00 526 9999.0022 7"Stamped Concrete Textured Concrete and SY 76-150 I50 $ 113.24 $ 16,986.00 Landscape Pavers 151-225 225 S 112.67 $ 25,350.75 226-300 300 $ 109.27 $ 32,781.00 TxDOT Item 528 Colored 1-75 75 S 126.83 S 9,512.25 527 9999.0023 8"Stamped Concrete Textured Concrete and SY 76450 150 $ 119.29 $ 17,893.50 Landscape Pavers 151-225 225 $ 116.58 $ 26,230.50 226-300 300 $ 114.70 $ 34,410.00 TxDOT Rem 528 Colored 1-75 75 S 144.67 $ 10,850.25 528 9999.0024 9"Stamped Concrete Textured Concrete and SY 76-150 150 $ 135.11 $ 20,266.50 Landscape Pavers 151-225 225 $ 131.00 $ 29,475.00 226-3001 300 $ 124.52 $ 37,356.00 TxD0T Rem 528 Colored 1-75 75 $ 159.34 $ 11,950.50 529 9999.0025 10"Stamped Concrete Textured Concrete and SY 76-150 150 $ 148.54 $ 22,281.00 Landscape Pavers 151-225 225 $ 146.36 $ 32,931.00 226-300 300 $ 140.06 S 42 018.00 TxDOT Rem 528 Colored 1-75 75 $ 168.54 $ 12,640.50 530 9999.0026 11"Stamped Concrete Textured Concrete and SY 76-150 150 $ 164.17 $ 24,625.50 landscape Pavers 151-225 225 $ 153.37 $ 34,508.25 226-300 300 $ 149.27 $ 44,781.00 TxDOT Rem 528 Colored 1-75 7S $ 180.83 $ 13,562.25 531 9999.0027 12'Stamped Concrete Textured Concrete and SY 76-150 150 $ 166.65 $ 24,997.50 LandscaperedCon Pavers 151-225 225 $ 160.40 $ 36,090.00 226-3001 300 $ 154.00 $ 46,200.00 _.. 1-75 75 $ 115.00 $ 8,625.00 532 9999.0028 6"Integral Colored Concrete 03 35 13 SY 76450 Iso $ 113.18 $ 16,977.00 151-225 225 $ 111.52 $ 25,092.00 226-300 300 $ 109.99 $ 32,997.00 1-75 75 $ 125.07 $ 9,380.25 533 9999.0029 7"Integral Colored Concrete 033513 SY 76-150 150 S 122.42 $ 18,363.00 ears 151-225 225 $ 120.43 $ 27,096.75 226-300 300 $ 118.72 S 35,616.00 12175 $ 133.42 $ 10 006.50 534 9999.0030 8"Integral Colored Concrete 03 35 13 SY 76-150 150 $ 130.77 $ 19,615.50 151-2251 225 5 129.27 $ 29,085.75 226-300 300 $ 127.44 $ 38,232.00 _ 125 75 $ 142.88 $ 10 716.00 535 9999.0031 9'Integral Colored Concrete 03 3513 SY 76-150 150 $ 140.87 $ 21,130.50 151-225 225 $ 138.56 $ 31,176.00 226-300 300 $ 137.02 $ 41,106.00 1-75 75 $ 159.70 $ 11,977.50 536 9999.0032 10"Integral Colored Concrete 03 3S 13 SY 76-150 150 $ 157.42 $ 23,613.00 151-225 225 $ 155.35 $ 34,953.75 226-300 300 $ 153.45 $ 46,035.00 1-75 75 $ 174.67 $ 13,100.25 537 9999.0033 11"Integral Colored Concrete 03 35 13 SY 76-150 I50 $ 171.52 $ 25,728.00 151-225 225 $ 169.10 $ 38,047.50 226-300 300 $ 167.34 $ 50,202.00 1-75 75 $ 181.98 $ 13,648.50 538 9999.0034 12"Integral Colored Concrete 03 35 13 SY 76-150 ISO $ 177.32 $ 26,598.00 151-225 225 $ 174.37 $ 39,233.25 226-300 300 $ 172.25 $ 51,675.00 Addend-No.1 9 of 13 2019 Paving and Sidewalk Impmveam b Unit Prim Coma-tion Contract 033513 1-75 75 $ 134.04 $ 10,053.00 "-• 539 9999.0035 6"Stamped Integral Colored Concrete TxDOT Rem 528 Colored SY 76450 150 $ 125.70 $ 18,855.00 Textured Concrete and 151-225 225 $ 124.81 $ 28,082.25 226-300 300 $ 122.65 $ 36,795.00 033513 1-75 75 $ 143.11 $ 10,733.25 540 9999.0036 7-Stamped Integral Colored Concrete TxDOT Rem 528 Colored SY 76-150 150 $ 135.75 $ 20,362.50 Textured Concrete and 151-225 22S $ 133.87 $ 30,120.75 226-300 300 $ 130.18 S 39,054.00 w 033513 1-75 75 $ 153.07 $ 11,480.25 541 9999.0037 8"Stamped Integral Colored Concrete TxDOT Rem 528 Colored SY 76-150 150 $ 145.60 S 21,840.00 Textured Concrete and 151-225 225 S 141.49 $ 31,835.25 226-300 300 $ 140.67 $ 42,201.00 033513 1-75 75 $ 169.68 $ 12,726.00 542 9999.0038 9"Stamped Integral Colored Concrete TxDOT Nem 528 Colored SY 76-150 150 $ 159.50 $ 23,925,00 Textured Concrete and 151-225 225 $ 157.82 $ 35,509.50 226-300 300 $ 154.79 $ 46,437.00 033513 1-75 75 $ 180.62 $ 13,546.50 543 9999.0039 10"Stamped integral Colored Concrete T%DOT Rem 528 Colored SY 76-150 150 $ 17123 $ 25,694S0 Textured Concrete and 151-225 225 $ 169.81 $ 38,207.25 226-300 300 $ 165.63 $ 49,689.00 033513 1-75 75 S 192.69 $ 14,451.75 544 9999.0040 11"Stamped Integral Colored Concrete TxDOT Item 528 Colored SY 76-150 150 $ 184.09 $ 27,613.50 Textured Concrete and 151-225 22S $ 178.56 S 40,176.00 226-300 300 $ 170.58 $ 51,174.00 TxDOT Nem 528 Colored 1-75 75 $ 195.36 $ 14,652.00 545 9999.0041 12"Stamped Integral Colored Concrete Textured Concrete and SY 76450 150 $ 186.23 $ 27,934.50 Landscape Pavers 151-22S 225 $ 179.S6 $ 40,401.00 226-300 300 $ 172.85 $ 51,855.00 546 9999.0042 TxDOT ODNC PVMT(CONT REINF-CRCP)(8") TxDOT Nem 360 Concrete SY 1000 1000 $ 76.42 $ 76,420.00 547 9999.0043 TxDOT CONC PVMT(CONT REINF-CRCP)(9') TxDOT Nem 360 Concrete SY 1000 1000 $ 81.11 $ 81,110.00 548 9999.0044 TxDOT CONC WMT(CONT REINF-CRCP)(10") TxDOT Nem 360 Concrete SY 1000 1000 $ 84.98 $ 84,980.00 Pavement 549 9999.0045 TxDOT CONC WMT(CONT REINF-CRCP)(11") TxDOT Nem 360 Concrete SY 1000 1000 $ 94.38 $ 94,380.00 Pavement 550 9999.0046 TxDOT CONC WMT(CONT REINF-CROP)(12') TxDOT Item 360 Concrete SY 1000 1000 $ 99.84 $ 99,840.00 as 551 9999.0047 TxDOT CONC WMT(CONT REINF-CRCP)(13") TxDOT Nem 360 Concrete SY 1000 1000 $ 104.69 $ 104,690.00 Pavement 1 552 9999.0048 TxDOT CONC WMT(JOINTED-CPCD)(8") TxDOT Nem 360 Concrete SY 1000 1000 $ 83.60 $ 83,600.00 vement 553 9999.0049 TxDOT CONC WMT(JOINTED-CPCD)(9-) TxDOT Rem 360 Concrete SY 1000 1000 $ 89.08 S 89,080.00 �+ 554 9999.0050 T%DOT CONC WMT(JOINTED-CPCD)(10") TxDOT Nem 360 Concrete SY 1000 1000 $ 95.48 $ 95,480.00 555 9999.0051 TxDOT CONC SIDEWALKS(4') TxDOT Nem 531 Sidewalks SY 250 250 $ 55.78 $ 13,945.00 556 9999.0052 TxDOT CONC SIDEWALKS(S") TxDOT Item 531 Sidewalks SY 250 250 $ 60.68 $ 15,170.00 557 9999.0053 TxDOT CONC SIDEWALKS(6-) TxDOT Item 531 Sidewalks SY 250 2S0 $ 66.79 $ 16,697.50 TxDOT Nem 530 558 9999.0054 TxDOT DRIVEWAYS(CONC) Intersections,Driveways, SY 250 250 $ 73.97 $ 18,492.50 559 9999.0055 TxDOTCURB RAMPS(TY 1) TMDOT Nem 531 Sidewalks EA 10 10 $ 2,200.19 S 22,001.90 560 9999.0056 TxDOT CURB RAMPS(TY 2) TxDOT Rem 531 Sidewalks EA 10 10 $ 2,356.08 $ 23,560.80 561 9999.0057 TxDOT CURB RAMPS(TY 3) TxDOT Item 531 Sidewalks EA 10 10 $ 2,421.72 $ 24,217.20 562 9999.0058 Tx DOT CURB RAMPS(TV 5) TxDOT Item 531 Sidewalks EA 10 10 $ 2,620.33 $ 26,203.30 4w 563 9999.0059 TxDOT CURB RAMPS(TY 6) Tx DOT Item 531 Sidewalks EA 10 30 $ 2,217.10 $ 22,171.00 564 9999.0060 TxDOT CURB RAMPS(TY 71 TxDOT Item 531 Sidewalks EA 10 10 $ 2,253.71 $ 22,537.10 565 9999.0061 TxDOT CURB RAMPS(TY 10) TxDOT Nem 531 Sidewalks EA 10 10 $ 2,171.63 $ 21,716.30 566 9999.0062 TxDOT CURB RAMPS(TY 11) TxDOT Item 531 Sidewalks EA 10 10 $ 2,214.85 $ 22,148.50 567 9999.0063 TxDOTCURB RAMPS(TY 20) TxDOT Nem 531 Sidewalks EA 10 10 $ 2,840.16 $ 28,401.60 568 9999.0064 TxDOT CURB RAMPS(TY 21) TxDOT Item 531 Sidewalks EA 10 10 $ 2,034.59 $ 20,345.90 ' 569 9999.0065 TxDOT CURB RAMPS(TY 22) TxDOT Rem 531 Sidewalks EA 10 10 $ 3,593.29 S 35,932.90 570 9999,0066 TxDOT RAIL HANDRAIL TY B TxDOT Item 450 Railing LF 100 100 $ 116.48 $ 11,648.00 1-50 so $ 42.14 $ 2,107.00 571 9999.00673"Mountable Curb 321613 LF 51400 100 $ 40.77 $ 4077.00 101-150 150 $ 39.40 S 5,910.00 151-200 200 $ 38.71 $ 7,742.00 1-50 So $ 43.17 S 2,158.50 572 9999.0068 6"Mountable Curb 321613 LF 51400 100 $ 41.82 $ 4,182.00 101-150 150 $ 40.47 $ 6,070.50 151-200 200 $ 39.76 $ 7,952.00 TxDOT it 529 Concrete 573 9999.0069 TxDOT CONC CURB d GUTTER(TY 1)(2'3') Curb,Gutter,and LF 500 S00 $ 45.01 $ 22,505.00 Combined Curb and Gutter Addendum No.1 10 of 13 2018 Paving and Sidman bnpmveavux Unit Price Construction Contract TxDOT hem 529 Concrete 574 9999.0070 TxDOT CONC CURB&GUTTER(TY Il)(6") Curb,Gutter,and LF 500 500 $ 46.62 $ 23,310.00 Combined Curb and Gutter T%DOT hem 529 Concrete 575 9999.0071 TxDOTCONC CURB&GUTTER(IY 11)(B-) Curb,Gutter,and LF 500 Soo $ 48.24 $ 24,120.00 Combined Curb and Gutter s TxDOT Item 529 Concrete 576 9999.0072 TxDOT CONC CURB(MONO)(fY 11)(6") Curb,Gutter,and LF 500 500 $ 7.50 $ 3,750.00 Combined Curb and Gutter TKDOT hem 529 Concrete 577 9999.0072 TxDOT CONC CURB(MONO)(TY II)(8") Curb,Gutter,and LF 500 500 $ 8.29 $ 4,145.00 Combined Curb and Gutter TxDOT hem 536 Concrete 578 9999.0074 Monolithic Median Nose Medians and Directional SY 100 100 $ 266.69 $ 26,669.00 TxDOT hem 536 Concrete a 579 9999.0075 Concrete Median Medians and Directional SY 400 400 $ 79.98 $ 31,992.00 580 9999.0076 Concrete Street Header LF 300 300 $ 21.12 $ 6,336.00 581 9999.0077 12"Concrete Retaining Wall Truck Apron) 321613 LF 100 100 $ 40.89 $ 4,089.00 582 9999.0078 13"Concrete Retaining Wall ruck Apron) 321613 LF 100 100 $ 44.81 $ 4,481.00 583 9999.0079 14"Concrete Retaining Wall(Truck A ron 321613 LF 100 100 $ 49.97 $ 4997.00 584 9999.0080 15"Concrete Retaining Wall Truck A ron 321613 LF 100 100 $ 54.50 $ 5,450.00 585 9999.0081 16"Concrete Retaining Wall Truck Apron) 321613 LF 100 100 $ 59.13 $ 5,913.00 586 9999.0082 17"Concrete Retaining Wall TruckApron) 321613 LF 100 100 $ 64.36 $ 6,436.00 587 9999.0083 18"Concrete Retaining Wall(Truck Aron 321613 LF 100 100 $ 69.30 $ 6,930.00 588 9999.0084 Lane Legend Yield 321723 EA 20 20 $ 205.55 $ 4,111.00 589 9999.0085 Lane Legend W Word 321723 EA 20 20 $ 342.59 $ 6,851.80 590 9999.0086 8"DOT Contrast Pvmt Markin W 321723 LF 500 500 $ 15.07 $ 7,535.00 r 591 9999.0087 18"DOT Contrast Pvmt Markin W 321723 LF 500 500 $ 211.56 $ 10,280.00 592 9999.0088 24"SLD Contrast Pvmt Markin W 321723 LF 500 500 $ 28.78 $ 14,390.00 593 9999.0089 2'Diameter W Contrast Circle 321723 EA 25 25 $ 10.28 $ 257.00 594 9999.0090 Lane l end W Contrast Arrow 321723 EA 50 50 $ 445.36 $ 22,268.00 595 9999.0091 Lane Legend W Contrast Double Arrow 321723 EA 50 5o $ 561.84 $ 28,092.00 596 9999.0092 Lane Legend W Contrast Triple Arrow 321723 EA 50 50 $ 753.69 $ 37,684.50 # 597 9999.0093 Lane Legend W Contrast Word 321723 EA 50 50 $ 445.36 $ 22,268.00 598 9999.0094 18"Yield Triangles 321723 EA 50 so $ 54.81 $ 2,740.50 599 9999.0095 2"Asphalt Base Type B 321216 SY 2000 2000 $ 27.41 $ 54,820.00 600 9999.0096 Nail Down Curb Plastic W 321723 LF 200 100 $ 132.87 $ 26,574.00 601 9999.0097 Nail Down Curb,Plastic Y 321723 LF 200 200 $ 132.87 $ 26,574.00 602 9999.0098 8"Raised Pvmt Markers t7urtle Domes 3217 23 EA 20 20 $ 274.07 $ 5,481.40 603 9999.0099 18"Dot Pvmt Markin HAE W 321723 LF 200 200 $ 5.62 $ 1,124.00 604 9999.0100 Desi n Pole Flash Auto LED Raised Pvmt Mrkm 321723 EA 20 20 $ 274.07 $ S,481.40 605 9999.0101 Imported Embedment/Ball,HES CLSM 33 05 10 CY 20 20 $ 481.75 $ 9,635.00 606 9999.0102 1"-2"Water Meter Box Re lacement Conc 331210 EA 5 5 $ 960.96 $ 4,804.80 607 9999.0103 1"-2"Water Meter Box Re lacement Pias 331210 EA 5 5 $ 892.45 $ 4,462.25 608 9999.0104 5x2 Box Culvert 334110 LF 100 100 $ 370.50 $ 37,050.00 r TxDOT Item 465 Junction 609 9999.0105 TMDOT INLET(COMPL)(PAZD)(RC)(3F X3FT) Boxes,Manholes,and EA 5 5 $ 5,691.24 $ 28,456.20 610 9999.0106 TxDOT PW Headwall,2-5'x2'RCB TxDOT hem 466 Headwalls EA 1 1 $ 7,701.47 $ 7,701.47 and Wingwalls 611 9999.0107 TxDOT FW-0 Headwall,1-5'x2'and 16'x2'RCB TxDOT hem 466 Headwalls EA 1 1 $ 8,386.89 $ 8,386.89 and Wingwalls TxDOT hem 506 612 9999.0108 TxDOT ROCK FILTER DAMS(INSTALL)(f l'2) Temporary Erosion, UP 50 50 $ 20.56 $ 1,028.00 Sediment,and TxDOT hem 506 613 9999.0109 TxDOT ROCK FILTER DAMS(REMOVE) Temporary Erosion, LF 50 50 $ 10.96 $ 548.00 Sediment,and T%DOT Item 506 614 9999.0110 TMDOT CONSTRUCTION EXITS(INSTALL)(TY 1) Temporary Erosion, SY 100 100 $ 41.56 $ 4,156.00 Sediment,and TxDOT hem 506 615 9999.0111 T%DOT CONSTRUCTION EXITS(REMOVE) Temporary Erosion, SY 100 100 $ 14.08 $ 1,408.00 Sediment,and Tx DOT Item 506 616 9999.0112 T%DOTTEMP SEDMTCONT FENCE(INSTALL) Temporary Erosion, LF 200 200 $ 2.06 $ 412.00 Sediment,and TxDOT hem 506 617 9999.0113 TxDOT TEMP SEDMT CONT FENCE(REMOVE) Temporary Erosion, LF 200 200 $ 0.69 $ 138.00 " Sediment,and TxDOT Item 506 618 9999.0114 T%DOT BIODEG EROSN CONT LOGS(INSTIL)(12") Temporary Erosion, LF 50 50 $ 7.54 $ 377.00 Sediment,and Addendum No.I 11 of 13 2018 Paving and Sidewalk Improvements Unit Price Conaouction Contract TxDOT Rem 506 619 9999.0115 TxDOT SIODEG EROSN CONT LOGS(REMOVE) Temporary Erosion, LF So So $ 2.74 $ 137.00 Sediment,and 620 9999.0116 FTW Wire Weir Inlet Protection install EA 5 5 $ 301.47 $ 1,507.35 621 9999.0117 FTW Wire Weir Inlet Protection Remove EA 5 5 $ 137.03 $ 685.15 622 9999.0118 Furnish/Install Sign Panel 344130 SF 125 125 S 51.39 S 6,423.75 rxs 613 9999.0119 TxDOT Sign and Support-TY SOBWG(1)SA(P) TxDOT Item 644 Small EA 20 20 $ 890.73 $ 17,814.60 Roadside Sign Assemblies 624 9999.0120 TxDOT Sign and Support-TY 10BWG(1)SA(T) TxDOT Rem 644 Small EA 20 10 $ 896.00 $ 17,920.00 Roadside Sign Assemblies so+f! 625 9999.0121 TxDOT Sign and Support-TY 10BWG(1)SA(U) TxDOT Rem 644 Small EA 20 10 $ 1,025.00 $ 20,500.00 Roadside Sign Assemblies 626 9999.0122 TxDOT Sign and Support-TY 530(1)SA(P) TxDOT Rem 644 Small EA 20 20 $ 989.00 $ 19,780.00 Roadside Sign Assemblies +� 627 9999.0123 TxDOT Sign and Support-TY 580(1)SA(T) TxDOT Rem 644 Small EA 20 20 S 996.00 $ 19,920.00 Roadside Sign Assemblies 628 9999.0124 TxDOT Sign and Support-TY S80(1)SA(U) Tx DOT Item 644 Small EA 20 20 S 1,052.00 S 21,040.00 Roadside Sign Assemblies 629 9999.0125 Metal Beam Guard Fence TxDOT Rem 540 Metal LF 200 200 $ 52.08 $ 10,416.00 Beam Guard Fence 630 9999.0126 Guardrail Safety End Treatment for MBGF TxDOT Rem 544 Guardrail EA 4 4 S 12,504.42 $ 50,017.68 End Treatments 631 9999.0127 Low Profile Concrete Barrier(Type Q T%DDT Item 512 Portable LF 500 500 $ 104.43 $ 52,215.00 Concrete Traffic Barrier -. 632 9999.0128 Low PrvfiProfileTx DOT Rem 512 Portable Concrete Barrier(Type 2) LF 140 140 $ 104.43 $ 14,620.20 Concrete Traffic Rarrigr 633 9999.0129 TCP Detour Route 347113 EA 5 5 S 4,111.04 $ 20,555.20 634 9999.0130 U tTower for U htin DuringConstruction MO 6 6 $ 274.07 $ 1,644.42 635 9999.0131 Irrigation Repair Allowance 1 LS 1 1 $ 5,000.00 $ 5,000.00 636 9999.0132 Irrigation Repair Allowance 2 LS 1 1 $ 101000.00 $ 10,0OO.oO TxDOT Item 536 Concrete 1-5 5 $ 4,060.47 $ 20,302.35 637 9999.0133 Monolithic Median Nose Medians and Directional EA 6-10 10 $ 3,863.04 $ 38,630.40 Islands 11-15 15 $ 3,704.94 $ 55,574.10 16+ 16 $ 3,467.96 $ 55,487.36 TxDOT Rem 528 Colored 1-250 250 $ 15.13 $ 3,782.50 639 9999.0134 integral Colored/Textured Concrete Median Textured Concrete and SF 251-500 Soo $ 14.81 $ 7,405A0 Landscape Pavers 501-1000 1000 $ 14.52 $ 14,520.00 1001+ 1001 $ 14.03 $ 14,044.03 TxDOT item 528 Colored 1-100 100 $ 12.95 $ 1,295.00 639 9999.0135 Integral Colored Concrete Median Textured Concrete and SF 101-250 250 $ 12.77 $ 3,192.50 Landscape Pavers 251-500 500 $ 12.57 $ 6,285.00 501+1 501 $ 12.39 $ 6,207.39 TxDOT Rem 529 Concrete 1400 100 $ 20.01 $ 2,001.00 640 9999.0136 8'Conc Curb(TxDOT TY II Curb) Curb,Gutter,and LF 101-250 250 $ 18.63 $ 4,657.50 Combined Curb and Gutter 251-500 500 $ 17.27 $ 8,635.00 sol+ 501 $ 15.89 $ 7,960.89 TxDOT Rem 529 Concrete 1-100 100 $ 27.72 $ 2,772.00 641 9999.0137 8'Com:Curb and Gutter Curb,Gutter,and LF 101-250 250 $ 27.72 $ 6,930.00 Combined Curb and Gutter 251-500 500 $ 26.34 $ 13170.00 501+ 501 S 24.98 $ 12,514.98 1-500 Soo $ 17.85 $ 8,925.00 641 9999.0138 1S'Surface Milling TxDOT Rem 354 Planing SY So1-1o00 1000 $ 10.30 $ 10,300.00 and Texturing Pavement 1001-1500 1500 $ 1.78 $ 11,670.00 1501+ 1501 $ 5.33 $ 8,000.33 1-500 Soo $ 24.67 $ 12,335.00 643 9999.0139 1.5'Asphalt Pavement Type D TxDOT Rem 341 Dense- SY 501-1000 1000 $ 23.64 $ 23,640.00 Graded Hot-Mix Asphalt 1001-1500 1500 $ 23.30 S 34,950.00 1501+ 1501 $ 22.61 $ 33,937.61 1-10 10 $ 68.52 $ 685.20 644 9999.0140 8'Yellow Raised Pavement Marker(Round) 321723 EA 11-20 20 $ 68.52 $ 1,370.40 21-3030 $ 67.15 1 2,014.50 31+ 31 $ 64.41 $ 1,996.71 BASE BID-UNIT 7-Non-Standard Items 1$ 5130,105.00 Addendum No.1 12 of 13 2018 Paving and Sidewalk Improveoxats Unit Price Construction Contract BASE BID SUMMARY UN R TOTAL BASE BID BASE BID-UNIT 1-General Conditions $ 41,784.00 BASE BID-UNR 2-Existing Conditions $ 2,184,345.90 BASE BID-UNIT 3-Earthwork $ 333,669.35 BASE BID-UNR4-Exterior Improvements $ 7,557,831.38 BASE BID-UNITS-Utilities $ 4,943,804.10 �t BASE BID-UNIT 6-Transportation $ 150,053.10 BASE BID-UNIT 7-Non-Standard Items $ 5,130,105.00 TOTAL BASE BID $ 20,M1,592.83 .arx aaal wa aat ab Addendan No.1 13 of 13 2018 Paving and Sidewalk hoprovanenls Unit Rice Construction Contract IMPORTANT NOTICE STATE OF TEXAS COMPLAINT PROCEDURES 1. IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: 2. You may contact your agent. Puede comunicarse con su (title) al (telephone number). 3. You may call Westfield Insurance Company, Usted puede Ilamar al numero de telefono gratis de Westfield National Insurance Company, and/or Westfield Insurance Company, Westfield National Ohio Farmers Insurance Company's toll-free Insurance Company, and/or Ohio Farmers telephone number for information or to make a Insurance Company's para informacion o para complaint at: someter una queja al: 1-800-243-0210 1-800-243-0210 4. You may also write to Westfield Insurance Usted tambien puede escribir a Westfield Insurance Company, Westfield National Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company, and/or Ohio Farmers Insurance Company at: Company: Attn: Bond Claims Attn: Bond Claims One Park Circle One Park Circle P O Box 5001 P O Box 5001 Westfield Center,OH 44251-5001 Westfield Center,OH 44251-5001 Fax#330-887-0840 Fax#330-887-0840 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Sequros de Texas para obtener informacion acerca coverages, rights or complaints at: de companies,coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 6. You may write to the Texas Department of Puede escribir al Departamento de Seguros de Insurance: Texas: P.O. Box 149104 P.O. Box 149104 Austin,TX 78714-9104 Austin, TX 78714-9104 Fax: (512)475-1771 Fax: (512)475-1771 Web: hfp://www.tdi.state.b(.us Web: hfp://www.tdi.state.b(.us E-mail: ConsumerProtectionetdi.state.tx.us E-mail: ConsumerProtectione-tdi.state.tx.us 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium Si tiene una disputa concerniente a su prima o a un or about a claim, you should contact the agent, reclamo, debe comunicarse con el agente, Westfield Westfield Insurance Company, Westfield National Insurance Company, Westfield National Insurance Insurance Company, or Ohio Farmers Insurance Company, o Ohio Farmers Insurance Company Company first. If the dispute is not resolved, you primero. Si no se resuelve la disputa, puede may contact the Texas Department of Insurance. entonces comunicarse con el departamento(TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es This notice is for information only and does not solo para proposito de informacion y no se convierte become a part or condition of the attached document. en parte o condicion del documento adjunto. BD5430 (07-07) 00 43 13 BID BOND Page 1 of 1 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) The Fain Group,Inc. hereinafter called the Principal,and(Surety Name) Westfield Insurance Company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Five Percent of the Greatest Amount Bid and No/100 Dollars ($ 5% GAB .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as 2018 Paving and Sidewalk Improvements Unit Price Construction Contract NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 25th day of May 2017. By: The Fain Group,Inc. ( ignature and Title of Principal) `By: Westfield suranc pany / � Johnny oss (Signature of Attorney-of-Fact) `Attach Power of Attorney(Surety)for Attorney-in-Fact ImpressedSurety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20110627 00 410000 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook—Pave THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER#AND ISSUED PRIOR TO 05/27/14,FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220012 01 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio,and having its principal office in Westfield Center,Medina County,Ohio,do by these Vmake,constitute and appoint TONY FIERRO,JOHNNY MOSS,JAY JORDAN,MISTIE BECK,JEREMY BARNETT,JADE PORTER,ROBERT G.KANUTH, JOINTLY OR SEVERALLY of ROCKWALL and State of TX its true and lawful Attomey(s)-in-Fact,with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - -- - • - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE G AST RANTES,OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the applicable Company and duly attested by its Secretary,hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the ppremises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved,that the President,any Senior Executive,any Secretary or any Fidelity&Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-Fac[ may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver, any and all bonds, recogmzances,contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved,that the signature of any such designated person and the seat of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8,2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seats to be hereto affixed this 27th day of MAY A.D.,2014 . corporate N a.nul yrys . ,�„Wun..... „muu+,dny Seals +~��gYt;,(,yCy.k • :Pt�pNAL�Ns, +s• %115i! ,, WESTFIELD INSURANCE COMPANY Affixed '4N �.... 0ft �o�'••' '•G.yi ` ' +�'�'�l'�� OHIO FARMERSWESTFIELD NATIONAL INSURANCE COMPANYCOMPANY �t SEAL 7. �W' SES Mf �,W'l+"•ate r� 't$ :• r''Ons = ; 1868 = n v State of Ohio `"' ”'•�� •� """"""" Dennis P.Baus, National Surety Leader and County of Medina ss.: Senior Executive " On this 27th day of MAY A.D.•2014 ,before me personally came Dennis P.Baus to me known,who,being by me duly sworn,did depose and say, that he resides in Wooster, Ohio;that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY,the companies described in and which executed the above instrument;that he knows the seals of said Companies;that the seals affixed to said instrument are such corporate seals;that they were so affixed by order of the Boards of Directors of said Companies;and that he signed his name thereto by like order. Notarial Seal Affixed State of Ohio y�,� " David A. Kotnik,Attorney at Law, Notary Public v< o County of Medina ss.: My Commission Does Not Expire(Sec.147.03 Ohio Revised Code) ��•a ��`. .4 1,Frank A.Carrino,Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect;and furthermore,the resolutions of the Boards of Directors,Set out in the Power of Attorney are in full force and effect. In Witness Whereof,-�I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this25 day of ��Ig11R(,tf�4s /` �v �.rax.7� d •.G,p? acs'- i I 1k S m: ;"'- "( is%z Sserstary i��.'.,�•.ay.r i, yY% • o� ':1848:•�� Frank A.Carrino, Secretary BPOAC2 (combined) (06-02) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders(out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications.The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of ,our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 21 BIDDER: The Fain Group, Inc. By: Larry Frazier 1616 N. Sylvania, Fort Worth, Texas 76111 0 (Signature) 0 Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 0000 43 1300 42 4300 43 3700 45 12_00 35 13—Bid Proposal Workbook Pave 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation, Articles of Organization,Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 0045 11-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state.Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate — 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America.This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as'of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current = 26 liabilities)by a factor of 10.Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. _ 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete _ 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. t 48 b. The City may reject,suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 0045 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Revised July 1,2011 004512-1 PREQUALIFICATION STATEMENT Page 1 of I 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 4 Each Bidder for a City procurement is required to complete the information below by 5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 6 major work type(s)listed. 7 Major Work Type Contractor/Subcontractor Company Prequalification Name Expiration Date Water Distribution, Urban and Renewal, 12 inch diameter or smaller CCTV, 12-inches and smaller Sewer Cleaning, 12 inches and smaller Asphalt Paving Construction/Reconstructi on LESS THAN(15,000 squareyards) Concrete Paving Construction/Reconstructi on LESS THAN(15,000 squareyards) 8 9 10 The undersigned hereby certifies that the contractors and/or subcontractors described in 11 the table above are currently prequalified for the work types listed. 12 13 BIDDER: 14 15 By: 16 Company (Please Print) 17 18 Signature: 19 Address 20 21 Title: 22 City/State/Zip (Please Print) 23 24 Date: 25 26 END OF SECTION CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 0045 13-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s)which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is checked) F] Has fewer than 100 employees and/or F1Has less than $6,000,000.00 in annual gross receipts OR F] Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Greater than 24-inch diameter casing and greater Tunneling—36-Inches—60—inches,and 350 LF or less Tunneling-36-Inches—60—inches, and greater than 350 LF Tunneling—66"and greater, 350 LF and greater Tunneling—66"and greater, 350 LF or Less Cathodic Protection Water Distribution,Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diameter and smaller X Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission,Development,24-inches and smaller — Water Transmission,Urban/Renewal, 24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission, Urban/Renewal,42-inches and smaller Water Transmission,Development,All Sizes Water Transmission,Urban/Renewal,All Sizes i Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller X CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42-inches and smaller CCTV,48-inches and smaller CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 0045 13-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES,CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System,Urban/Renewal, 8-inches and smaller Sewer Collection System,Development, 12-inches and smaller X Sewer Collection System,Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development,24-inches and smaller Sewer Interceptors, Urban/Renewal,24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal,42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement,All Sizes Sewer Cleaning,24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller X Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works X Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) X Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I,2011 0045 13-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b)As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so,where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual,name of owner and reason. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 "` 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so,when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner,officer,director, or stockholder of your firm is an employee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse,child,or parent of an owner,officer, stockholder,or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) _ General Partners/Officers Secretary Limited Partners(if applicable) _ Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 0045 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 _ 4 5 6 7 8 9 10 11 12 13 14 —� 15 16 17 18 19 20 21 22 - 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be lumped together.If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include,the manufacturer, model, and general common description of each. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS f Revised July 1,2011 0045 13-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 _ BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the _ entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other _ agency herein named is hereby authorized to supply each party with any information,while this statement is in force,necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. CITY OF FORT WORTH 2018 Paving and Sidewalk Improvements Unit Price Construction Contract STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011