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Home My WebLink AboutContract 49291 d Conformed z 3 4FORTWORTH CITY890MMYL Q�1 p:. s CONTRACT N0. I` 5f ,� Q CC-J, -� o N PROJECT MANUAL JUS 13 2017 FOR CITY OF FORTY' CITYSECRETARY THE CONSTRUCTION OF B Old Decatur Road Reconstruction, Phase 2 Limits From 111820 to North of Angle Ave. City Project No. 02014 Betsy Price David Cooke Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works OFFICIAL.RECORD a January, 2017 CITY SLICRI>ITARY '."In"I irx z OF < z HALL �A �® ...............0..............*. ... ... .JOHN.W:......MN N • CML ENGINEERS PLANNERS SURVEYORS 2405 Mustang Ddm ss®B�i •gym Grapevine.Thom 76051 (817)329-4373 e FORT WO RT H,�� City of 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 s 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 00 45 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 0061 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 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 7423 Cleaning -` 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents 99 99 00 Special Specifications CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 MARCH,2015 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 a Technical Specifications listed below are included for this Project by reference and can be ! viewed/downloaded from the City's Buzzsaw site at: htus://proi ectpoint.buzzsaw.com/client/fortworthgov/Re sources/02%20- %20Construction%2ODocuments/Specifications Division 02 -Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03—Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical 26 05 00 Common Work Results for Electrical 260510 Demelifien for-Eleetfieal System 260533 Raeeways and Boxes for-Fleetfiraal Systems Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 2500 Erosion and Sediment Control 3z300--Ga Rens _ 31 37 00 Riprap Division 32 -Exterior 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 1123 Flexible Base Courses 32 1129 Lime Treated Base Courses 32 1133 gement 3'rea4edase Courses 32 12 16 Asphalt Paving 32 1273 Aspha4t Paying Gr-aek Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 14 16 Br-iek L414 32 16 13 Gene-At (`,wh AL-d r And a4ley Gtu00es - 32 1723 Pavement Markings 321725 r u fb Address Painting 3231 13 Chain Fences and Gates CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 MARCH,2015 ,� 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 31 26 Wire Fences and Gates 32 3i 29 Wood >;e„ e ..d Gates 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees an Division 33 -Utilities 33 01 30 Sewer and Manhole Testing 33 0i M Closed Cir-ettit Television(CCTV)insperatie 33 03 io Bypass Pumping of-Existing Sewef Systems 33 04 10 joint Bending a-ad 1~'leet«;e..l lsel Aieefi 33 04 11 Corrosion Control Test Stations 3304 12 Magnesium Anode Cathedie Pfeteetion Syst 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 3304 50 ('le...,:.,.. OfeeWe..>\aaiRS 3305 10 Utility Trench Excavation, Embedment, and Backfill 33-05-Q- ..-ater 3305 13 Frame, Cover and Grade Rings 3305 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to Grade 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 330520 Auger-Bor-ing 33-05-21 T,,finel Liner-Dl..te 330522 Stool Casing Pipee 330523 Hand T,....,eling .* 3305 24 in tell..tie of Caffief Pip in Casing .-T., el Line,-Dlete 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts,Nuts, and Gaskets 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 i i i33 Ce..e«ete D.-essufe Pipe Bar- Wapped Steel Cylinder-Type 33 1 1 14 BuF ed Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 1211 Lar-ge Water-Metefs 33 1220 Resilient Seated Gate Valve 33 i2 2i A xx Wn Rubber- coated BtMer-fly Valves 33 1225 Connection to Existing Water Mains 333 Q 30 Combination A:«Valve Assemblies for-Pot.,b.le Water-Systems 33 1240 Fire Hydrants 33 i2 so Water-Sample Stations 33 1260 ct„„da-Fd Blow off Valve A sse...Wy 33 M Q Gufed i Dlaee Pipe(CTPD) 333-3 -13 Fite,-glass neinf reed Pipe f Gfay;t<,Saaitai-y Sewers 4 33 3-i i5 High Densit.,Polyethylene(HDPE)Pipe f r San tai'-y Sewe,- 333 31 20 DeIy ,inyl Chloride(PVC)Gfwy:ty Saa taFy Sewer-Pipe 33-31-21 Polyvinyl Chloride(PVC)Closed Profile r ayit.,Sanitafy Seine,-Pipe CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 MARCH,2015 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 31 22 Se :t., , Sewer-Slip Lining 333123 Sani4afy Sewer-Pipe Eniftem 33-31 70— Combination Air-Valve f ganitaf�,Sewer->;o er4,;,,j 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 333930 Fibefglass Manholes 33 39 40 Wasto...,.te A eoess ri..,mbef(WAG) r) 333960 Epoxy Linefs for-Sanitary Sewef Stmewfes 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 11 High Dens4y Polyethylene(14PPE)Pipe for-Stefm Pfa 39 4600 SubdFainage 33 4601 Sletted Stefm Dfains ! 33 4602 T-renek Dr-ains 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 3441 10 Traffic Signals 3441 11 Temporary Traffic Signals 34 41 13 Removing T-Faffie Signals 34 41 13 x)erat.,«., lar-Rapid Flashing 120.,..o 34 41 16 Pedestfian 14ybr-id Signal 34 41 20 Roadway Illumination Assemblies 344130 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GG 4.06 Habeas Ea tal Eenditien-at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC 6.24 Neadiser-ifninatien GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 MARCH,2015 C-28244 C CERTIFICATE OF INTERESTED PARTIES FORM 1295 101`1 Complete Nos.1-4 and 6 if 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. 2017-174988 Jackson Construction, Ltd 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 03/06/2017 being filed. City of Fort Worth Date Acknowledged: 1/4 Wfy 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. 02014 Old Decatur Road Reconstruction,PH 2 Limits from IH820 to North of Angle Ave 4 Nature of interest Name of Interested Parry City,State,Country(place of business) (check applicable) Controlling intermediary Jackson,Troy Fort Worth,TX United States X Jackson, Larry Fort Worth,TX United States X 5 Check only it there is NO Interested Parry. 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and COMM NICOLE M WEATHERF]2MI8 Notary Public a; a2 STATE OF TEXAS ''•�a My Comm.Exp.September 10 Signature of authorized agent o c trading business entity AFFIX NOTARY STAMP I SEAL ABOVE (�n r Sworn to and subscribed before me,by the said I,t/L r fm Pill G P this the day of 20 1-1 to certify which,witness my hand and seal of office. Lfi Qadan Signature of officer administering oath Printed name of officer administering oath Tide of officer administering oath Version V1.0.277 Forms provided by Texas Ethics Commission www.ethics.state.tx.us City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 5/16/2017 - Ordinance No. 22726-05-2017, 22727-05-2017 & 22728-05-2017 DATE: Tuesday, May 16, 2017 REFERENCE NO.: C-28244 LOG NAME: 20OLD DECATUR ROAD PHASE 2-CO2014 SUBJECT: Authorize Execution of a Contract with Jackson Construction, Ltd., in an Amount Up to $4,319,628.00 for Old Decatur Road Reconstruction from IH-820 to Angle Avenue (CO2014) and Provide for Additional Project Costs for a Total Project Budget of$10,186,139.07 to Include Contingency, Staff Costs and Potential Incentive Award, and Adopt Appropriation Ordinances (2014 BOND PROGRAM) (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Old Decatur Road Project of the Transportation Impact Fee Capital Legacy Fund (39008) in the amount of $1,753,390.68 and reduce the fund balance in the Service Area G Project (UN9917) of that fund by the same amount; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Old Decatur Road Project of the Transportation Impact Fee Capital Fund (30108) in the amount of $859,011.22 and reduce the fund balance in the Service Area G Project (UN9917) of that fund by the same amount; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Old Decatur Road Project of the Street Improvements Fund Close (39409) in the amount of$199,959.00 (CFA#2005115; RD#346165; DOE#5045) and reduce the fund balance in the Unspecified Project of that fund by the same amount; and 4. Authorize the execution of a construction contract with Jackson Construction, Ltd., in the amount of $4,319,628.00 for Old Decatur Road Reconstruction from IH-820 to Angle Avenue and authorize a potential incentive payment in the amount of$90,000.00. DISCUSSION: The 2014 Bond Program included Old Decatur Road as an improvement project from IH-820 to Angle Avenue and is being delivered in two separate phases. Phase 1, (Mayor and Council Communication (M&C C-27500) was the construction of a roundabout intersection at Old Decatur Road and Angle Avenue and the extension of a large diameter water transmission main. Phase 1 was completed in August 2016. Phase 2 of the roadway improvement includes the construction of a three-lane street segment, capable of Logname: 20OLD DECATUR ROAD PHASE 2-CO2014 Page 1 of 3 being expanded to four lanes in the future when traffic volumes warrant. The project was advertised on January 12, 2017 and January 19, 2017 in the Fort Worth Star-Telegram using the low bid with potential incentives method. On February 9, 2017 the following bids were received: Bid Results ontractor F-—�� Bid Amount ackson Construction, LTD 1 $4,319,628.00 McMahon Contracting L.P. $4,390,663.21 Pavecon Publimorks, LP f— $5,536,647.63 ccelerated Critical Path, Inc $5,791,770.00 Jackson Construction, LTD, is the apparent low bidder. Old Decatur Road Reconstruction includes contingencies, Staff costs and potential incentives. Upon approval of this M&C, the total project budget is $10,186,139.07. There are potential incentives of$3,000.00 per day, up to a maximum $90,000.00, if the contractor delivers the project prior to a specified final completion date, of 300 calendar days. Failure to deliver the project by the specified final completion date will subject the contractor to liquidated damages of$1,250.00 per day for an unlimited number of days until final completion is achieved. Construction is anticipated to commence in June 2017 and be complete in 300 calendar days. M/WBE OFFICE: Jackson Construction, Ltd., is in compliance with the City's BDE Ordinance by committing to one percent MBE participation and documenting good faith effort. Jackson Construction, Ltd., identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's MBE goal on this project is 13 percent. A portion of this project will include 2014 Bond Funds. 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. This project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budget as appropriated, of the Transportation Impact Fee Capital Legacy Fund, the Transportation Impact Fee Capital Fund, the Street Improvement Fund Close Fund and the 2014 Bond Program Fund. The current fund balance in the Service Area G Project of the Transportation Impact Fee Capital Legacy Fund is $1,825,389.80 and of the of the Transportation Impact Fee Capital Fund is $1,250,267.40. The current fund balance in the Unspecified Project of the Street Improvements Fund Close is $12,614,757.58. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year Chartfield 2 FROM FundDepartment ccoun Project Program ctivity Budget Reference # moun - [ ID II Year Charlfield 2 Logname: 20OLD DECATUR ROAD PHASE 2-002014 Page 2 of 3 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact: Lissette Acevedo (2722) ATTACHMENTS 1. 1 - Old Decatur Road - Project Location Map.pdf (Public) 2. 2 - MBE Compliance Memo -Jackson Construction - Old Decatur Rd (002).pdf (CFW Internal) 3. 20OLD DECATUR ROAD PHASE 2-CO2014 30108 AO17Rev.docx (Public) 4. 20OLD DECATUR ROAD PHASE 2-CO2014 39008 A017Rev.docx (Public) 5. 20OLD DECATUR ROAD PHASE 2-CO2014 39409 AO17..docx (Public) 6. FID BackUp Old Decatur Road.docx (CFW Internal) 7. FID Table - Old Decatur Road contrucrtionarterial.3.24.17 JMW 051017CIean.docx (CFW Internal) 8. Old Decatur-Jackson Construction 1295 Form.pdf (Public) Logname: 20OLD DECATUR ROAD PHASE 2-CO2014 Page 3 of 3 0005 15-1 Addendum 1 Page 1 of 6 1 SECTION 00 05 15 2 ADDENDUM No. 1 3 4 Old Decatur Road Reconstruction,Phase 2 5 Limits from IH820 to North of Angle Ave. 6 City Project No. 02014 7 8 Addendum No. 1 Issue Date: February 3, 2016 9 Bid Receipt Date: February 9, 2016 10 11 12 13 14 t 15 !��P�E•OF•TFC !! • s! 16 o600e*oeoG 00-0-1011 r/ of MITCH AITON 10 ..........................'0 17 �/ °p 118857 :•cQ% .. 0l0�• l�c�NS�OG\�}s 18 1041 0 NAL E?� 2-3-2017 .� 19 20 FREESE AND NICHOLS, INC. MEN TEXAS REGISTERED ENGINEERING FIRM 21 F-2144 wkw 22 23 24 25 .r. 26 27 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 000515-2 Addendum 1 Page 2 of 6 1 This addendum forms part of the Contract Documents referenced above and modifies the original 2 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 3 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 4 Proposal and on the outer envelope of your bid. 5 6 1. Summary of Pre-Bid Meeting and Contractor Questions 7 An optional pre-bid meeting was held at the City of Fort Worth on January 31, 2017 at "W 8 10:00 AM. A sign-in sheet of those in attendance is attached. The City described the 9 overall intent of the project and questions were fielded. 10 City of Fort Worth TPW management has been directed to have construction of the 11 project begin in February 2017. Due to the timeline of contract negotiation,the 12 temporary pavement built in Phase 1 is being removed from the project being bid and = 13 will be constructed through a separate contractor,via an existing city unit price contract. 14 The temporary pavement will be built to existing grade under the city unit price contract. 15 The bidding contractor will then pulverize the temporary pavement and cement stabilize = 16 in subsequent phases to meet final grade. 17 A paraphrased summary of questions is provided below: +. 18 Q: Page 19 of 48,Typical Sections show 8"of lime under asphalt transition. There 19 are no corresponding bid items for this shown section? 20 A:No lime will be used on the project. The plans will be revised. 21 Q: Can the temporary drive for CMC be relocated to the Northwest corner of the 22 property,doing this could facilitate consolidation of the existing phasing plans? 23 A: The temporary drive shall be constructed in the current location in the plans. 24 Q: Did the engineer develop quantities for the bridge? 25 A: Quantities for the bridge have not been determined. Estimated quantities will need to 26 be determined from the plans. _ 27 Q: Do you want void forms under the abutments? 28 A: Void forms are required. 29 Q: Is epoxy steel required for the bridge? .. 30 A: Rebar located with the bridge slab,bent caps, abutments and rails shall be epoxy 31 coated. _ 32 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 WK 000515-3 Addendum l ® Page 3 of 6 1 Q: Do you have cross sections for channel excavation? 2 A: There are no cross sections to provide. 3 Q: Does the unclassified excavation quantity include the channel? 4 A: Yes. 5 Q: Does the borrow item take into account the excavation quantity? 6 A: Yes. 7 Q: Is the onsite material usable as fill/borrow? 8 A: Rocky soil has been found in the area, Geotech reports have been provided for further 9 analysis. 10 Q: What is the engineers estimate for the job? 11 A: 4.65 million. 12 Q: Can Big City Concrete be considered for the flex base? 13 A: Yes,they have been approved 14 Q: The location of the sidewalks on the bridge plan (Sheet 52.01)is different than 15 the roadway plans and Sheet 19? 16 A: The location of the 6' sidewalk is shown correctly on the roadway sheets. The bridge 17 was designed for possible future expansion to 4 lanes. Since 3 lanes are being 18 constructed now,the sidewalk on the east side is shifted to the west as depicted in the 19 roadway sheets. 20 Q: Bid Item III-6 Slab Rip Rap. 4" concrete rip-rap is indicated for channel liner. 21 Will toe ditches or thickened edges be required? 22 A: Yes,please see the channel grading profile on Sheet 22. 23 Q: Sheet 42 shows a PR2 Pedestrian rail,where will the rail be used? .. 24 A: Along the top of the retaining wall that is adjacent to the sidewalk between Stations 25 25+90 and 27+20. Refer to the retaining wall grading detail on sheet 21 26 27 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETTTVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 0005 15-4 Addendum I Page 4 of 6 .. 1 Q: The length of the traffic rails is not clear on the plans. The west side appears to 2 terminate at the end of the approach slab(140'-011). Will the East side extend to the 3 end of the abutment wingwalls? 4 A: East side will extend to the end of the abutment wingwalls. 5 Q: Sheet S2.01 shows the traffic rail behind the sidewalk. This will cause the rail to 6 be less than 42"tall. Should the T80SS Rail be on top of the sidewalk? 7 A: Rail shall sit on top of the sidewalk. Sheet has been revised to reflect that. 8 Q: The west side of the approach slab at abutment#1 is not clear. Does it terminate 9 on a 45 degree angle? Where does the pavement support slab(section BB) 10 terminate at both approach slabs? ar 11 A: Section BB shall terminate at STA 12+58.50 12 Q: Will the SEJ terminate at the sidewalk or at the traffic rail? 13 A: SEJ shall terminate at the traffic rail. 14 Q: Lengths for the drill shafts are not given on the bridge layout plan? 15 A: Minimum lengths past the limestone are shown in the plans. Contractor shall estimate 16 length for bidding purposes from approximate line of gray limestone shown on 52.00. 17 Q: Sheet S3.03 (TxDOT Standard Sheet for Abutment)shows 36"drill shafts. The 18 bridge layout plan shows 30"drill shafts under the abutments. Which is correct? 19 A: 30"Drill Shafts 20 Q: Sidewalk expansion covers at the bridge are not shown? Are they required? 21 A: Expansion covers are required. 22 Q: The bid documents adds prequalifications requirements for the bridge 23 contractor? Has the city of fort worth add new prequalification forms for this? 24 A: Contractor shall just submit/show prequalifications for roadway lighting and concrete 25 paving for this project. 26 Q: Is PP5 a suitable substitute for the propex armormax reinforcement? 27 A:For this project PP5 will not be accepted as a substitute for the propex armormax. .� 28 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 n.r 000515-5 Addendum I Page 5 of 6 1 2. Modification to Bid Proposal: 2 a. Modify previous proposal to match current attached proposal and please 3 note the following changes. i 4 b. Change Item III-3 "6"Flexible Base,Type A, Gr-1"from a quantity of 5 18385 SY to 12590 SY. 6 c. Change Item III-4"2"Asphalt Base Type B"from a quantity of 18385 7 SY to 12590 SY. 8 d. Add Item III-18 "Pulverize and CSS Exist 8"temp road"at a quantity of 9 5795 SY. 10 e. Add Item III-19"3"Asphalt Pvmt Type D"at a quantity of 815 SY. 11 f. Add Item III-20 "7"Asphalt Base Type B"at a quantity of 815 SY. 12 g. Add Item 111-21 "8"Flex Base,Type A or B, Gr-1"at a quantity of 815 13 SY. 14 3. Modification to Specifications: None 15 4. Modification to Plans: 16 a. Revise Cover sheet with city official's signatures. 17 b. Revise Sheet TCP.01 to reflect change in construction phasing. 18 c. Revise Sheet TCP.02 to reflect change in construction phasing. 19 d. Revise Sheet 19 of 48 to reflect flexbase subgrade rather than lime 20 stabilized subgrade. .. 21 e. Revise Sheet 52.01 to reflect change in rail located on top of sidewalk. 22 f. Revise Sheet 53.03 to reflect 30"Drill Shafts. 23 24 25 26 CITY OF FORT WORTH Old Decatur Road and Angie Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 o1 0005 15-6 Addendum I Page 6 of 6 1 All other provisions of the contract documents, plans and specification shall remain unchanged. 2 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 3 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the 4 time of bid submittal. 5 Receipt Acknowledged: 6 By: G 7 Company: Jackson Construction, LTD 8 END OF SECTION mob i R A CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout ... COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS P02014 FEBRUARY,2015 3 p � v J rl rg ¢ N �` ,• m v E S 4T ` C � ra�.. L O CL o o o v Z 4- cu c � a � 0041 00 BID FORM Page 1 of 12 _ SECTION 00 41 00 BID FORM TO: The City Manager r. c/o:The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Old Decatur Road Reconstruction, Phase 2 City Project No.: #02014 Units/Sections: UNIT I- PROJECT DEMOLITION UNIT II- GRADING AND EROSION CONTROL UNIT III - PAVING UNIT IV- DRAINAGE UNIT V- PAVEMENT MARKINGS &SIGNAGE UNIT VI - ILLUMINATION UNIT VII- WATER UNIT VIII -SEWER UNIT IX- LANDSCAPE .. UNIT X- GENERAL 1. Enter Into Agreement we 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. rr CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook—Updated 2017-02-03.xis ..r 00 41 00 BID FORM _ Page 2 of 12 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 the knowledge of City,a purpose of which is to establish Bid prices at artificial, non- competitive levels. 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. Concrete Paving b. Roadway Lighting C. d. e. f. 4. Time of Completion sn 4.1. The Work will be complete for Final Acceptance within 300 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ..f Form Revised 20120327 Bid Proposal Workbook—Updated 2017-02-03.xis 0041 00 BID FORM Page 3 of 12 r g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ 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 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. Evaluation of Alternate Bid Items Total Base Bid (Paving Alternative A) $0.00 Alternate Bid (Paving Alternative B) $0.00 Total Bid $0.00 7. Bid Submittal This Bid is submitted on by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Signature) Addendum No. 2: Addendum No. 3: Addendum o. 4: (Printed Name) aw Title: Company: Corporate Seal: Address: State of Incorporation: Email: Phone: END OF SECTION a CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook—Updated 2017-02-03.xis ..n .. 00 43 13 BID BOND MW Page 4 of 12 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) 0 hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the -- sum of and No/100 Dollars ($ .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 Old Decatur Road Reconstruction, Phase 2 0 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 day of 12017. By: 0 (Signature and Title of Principal) *By: 0 (Signature of Attorney-of-Fact) *Attach Power of Attorney(Surety)for Attorney-in-Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Workbook—Updated 2017-02-03.xls 00 42 43 BID PROPOSAL Page 5 of 12 r SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid an No. Description Section No. Measure Quantity Unit Price Hid Value UNIT I-PROJECT DEMOLITION _ 1-1 0241.1100 Remove Asphalt Pvmt 0241 15 Sy 9,869 1-2 0241.1000 Remove Conc Pvmt 02 41 15 Sy 823 ... 1-3 0241.0500 Remove Fence(Chain Link) _ 0241 13 LF 236 1-4 0241.0500 Remove Fence(Barbed Wire) 0241 13 LF 846 y 1-5 0241.0500 Remove Fence(MBGF) v 0241 13 LF 277 1-6 0241.2021 Remove 24"Sewer Line _ 0241 14 LF 258 1-7 0241.3019 Remove 36"Storm Line 0241 14 LF 36 1-8 0241.3020 Remove 39"Storm Line 0241 14 LF 425 —1-9 _ 0241.3025 Remove 60"Storm Line 0241 14 LF 40 1-10 0241.4401 Remove 24"Headwall/SET _ 0241 14 EA 2 w 1-11 0241.4401 Remove 48"Headwall/SET 0241 14 EA 1 I-12 0241.4201 Remove 4'Drop Inlet 0241 14 EA 1 I-13 0241.0900 Remove&Dispose of Ex.Conc. Flume 0241 14 Sy 4 _ .. 1-14 0241.3108 36"Storm Abandonment Plug _ 02 41 14 LF 165 1-15 0241.3001 Storm Line Grouting 02 41 14 CY 43 _ UNIT I-PROJECT DEMOLITION Subtotal UNIT_II-GRADING&EROSION CONTROL 11-1 3110.0100 Clearing&Grubbing 31 1000 AC 1.6 11-2 3123.0101 Unclassified Excavation by Plan 31 23 16 CY14,158 II-3 3123.0103 Borrow by Plan ___312316 CY 2,238 II-4 3125.0101 Silt Fence 31 2500 LF 4,746 11-5 3125.0101 Rock Check Dam_ 31 2500 EA _ 2 11-6 3125.0101 Construction Entrance 31 25 00 EA 1 II-7 9999.0001 Retaining_ Wall 00 00 00 LF 1 131 UNIT II-GRADING&EROSION CONTROL Subtotal rr CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-03.xls r No 00 42 43 B[D PROPOSAL Page 6 of 12 No SECTION 00 42 43 PROPOSAL FORM an UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value UNIT III-PAVING _ _ III-1 3213.0105 10"Conc Pvmt 32 13 13 SY 12,474 III-2 3213.0205 10"Conc Pvmt HES _ 32 13 13 SY 2,827 III-3 3211.0112 6"Flexible Base,Type A,GR-1 3211 23 SY 12,590 111-4 3212.0501 2"Asphalt Base Type B 32 12 16 SY _ 12,590 III-5 9999.0002 Bridge-Including Abutments,Wingwalls, 00 00 00 LS 1 w Railings,Approach Slabs,etc f 111-6 3137.0109 Slab Rip Rap _ 31 37 00 SY 1,338 111-7 3471.0001 End-of-Road Barricade- 34 71 13 LF �41 III-8 9999.0003 Propex Armormax Reinforcement 00 00 00_ SY 4141 III-9 9999.0004 Install New TxDOT MBGF 00 00 00 LF 166 _ 111-10 3213.0301 6'Wide 4"Conc Sidewalk 32 13 20 __SF _ 36,492 _ 111-11 3213.0507 Barrier Free Ramp,Type P-2 w 32 13 20 EA 11 i,,r III-12 9999.0005 Low Profile Conrete Barrier __000000 LF 1,800 111-13 9999.0006 Install Temporary Drive for CMC 00 00 00 LS 1 111-14 9999.0007 Install Temporary Drive for BCCC ___000000 LS 111-15 9999.0008 Demo Temporary Drive for CMC& 00 00 00 LS 1 .� Repair/Replace to Pre-Construction Conditions _ 111-16 9999.0009 Demo Temporary Drive for BCCC& 60-60 00 LS Repair/Replace to Pre-Construction Conditions .r 111-17 34_71.0001 Traffic Control �N _mm 34 71 13 MO _ 10 _ 111-18 3211.0702 Pulverize and CSS exist 8"temp road 32 11 33 SY 5795 111-19 3211.0303 3"Asphalt Pvmt Type_D 32 12 16 SY_ 815 111-20 3211.0504 7"Asphalt Base Type B 32 12 16 SY 815 s III-21 3211.0113 8"Flex Base,TY A or D,Gr-1 _ 3211 13 SY 815 UNIT III-PAVING Subtotal NOTES: 1. Item 2 is specifically for Phase 4 improvements 2. Refer to Geotechnical Report for further details/explanation s .o CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Foran Revised 20120120 Bid Proposal Workbook_Updated 2017-02.03.xts 00 42 43 BID PROPOSAL Page 7 of 12 A SECTION 00 42 43 PROPOSALFORM rte UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value UNIT IV-DRAINAGE IV-1 3349.5002 15'Curb Inlet 4920 EA 1 IV-2 9999.0010 15'Double-Sided Curb Inlet w/ 34 49 20 EA 1 Backside Apron IV-3 3349.5001 10'Curb Inlet 33 49 20 EA 4 IV-4 3341.0201 21"RCP,Class III _ 33 41 10 LF _ 199 IV-5 3341.0205 24"RCP,Class III 3341 10 LF 482 Mr IV-6 3341.0305 33"RCP,Class 111 _ 3341 10 LF 203 IV-7 3341.0309 36"RCP,Class III 3341 10 LF 26 IV-8 3341.0409 48"RCP,Class III 3341 10 LF 171 IV-9 3341.1201 5x3 Box Culvert 3341 10 LF 720 IV-10 3349.7002 5'Drop Inlet 33 49 20 EA 1 IV-11 3349.0001 4'Storm Junction Box_ 33 49 10 EA 2 IV-12 3349.0003 6'Storm Junction Box 33 49 10 EA 2 .., IV-13 3305.0112 Concrete Collar 33 05 17 EA 4 IV-14 9999.0011 Connect to Ex.SD Junction Box 3341 10 EA 1 IV-15 9999.0012 Connect to Ex.36"RCP 3341 10 EA' 1 IV-16 9999.0013 Core Into Ex.Curb Inlet 3341 10 EA_ 1 IV-17 9999.0003 Propex ArmorMax Turf Reinforcement 00 00 00 Sy 1,048 IV-18 3125.0101 Curb Inlet Protection _ 31 25 00 EA 6 IV-19 13125,0101 Drop Inlet Protection 31 2500 EA �1 ..tt IV-20 13305.0109 Trench Safety 33 05 10 LF 1,801 _ UNIT IV-DRAINAGE Subtotal UNIT V-PAVEMENT MARKINGS&SIGNAGE _ V-1 3217.0002 4"SLD Pvmt Marking HAS(Y) 32 17 23 LF 7,344 V-2 3217.0004 4"BRK Pvmt Marking HAS(Y) 32 17 23 LF 1,700 V-3 3217.2103 REFL Raised Marker TY 11-A-A 32 17 23 EA _340 V-4 3217.0202 8"SLD Pvmt Marking HAS(Y) 32 17 23 LF 48 V-5 3441.4006 Install Alum Sign Ground Mount 3441 30 EA 4 _ UNIT V-PAVEMENT MARKINGS&SIGNAGE Subtotal UNIT VI-ILLUMINATION VI-1 3441.3332 35'Timber Pole CL 2 _ 3441 11 EA _ 18 P" VI-2 3441.1401 NO 4 Triplex OH insulated Elec Condr 3441 10 EA 3,341 VI-3 3441.3323 Type 33B Arm _ 3441 20 EA 18 VI-4_3441.3201 LED Lighting Fixture 34 41 20 EA 18 UNIT VI-ILLUMINATION Subtotal w. rr N CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-03.xls oft 00 42 43 BID PROPOSAL Page 8 of 12 •�1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid pr No. Description Section No. Measure Quantity Unit Price Bid Value UNIT VII-WATER VII-1 0241.1510 Salvage Fire Hydrant 6241 14 EA 1 VII-2 0241.1302 Remove 6"Water Valve 0241 14 EA 1 _ VII-3 0241.1218 6"Water Abandonment Plug 0241 14 EA 1 VII-4 3311.0161 6"PVC Water Pipe 33 11 12 LF 5 VII-5 3312.4111 16"x 6"Tapping Sleeve&Valve 33 12 25 EA 1 VII-6 3312.0001 Fire Hydrant 33 12 40 EA 1 VII-7 3305.0109 Trench Safety _ 33 05 10 LF 5 VII-8 3305.0102 Cathodic Protection Test Station Adjustment 33 05 14 EA 5 on VII-9 3305.0108 Vertically Adjust Ex. Blow-Off Valve 03 80 00 EA 1 Vault Rim VII-10 3305.0111 Valve Box Adjustment 1330514 1 EA 1 UNIT VII-WATER Subtotal UNIT VIII-SEWER VIII-1 13305.0114 Manhole Adjustment, Major w/Cover J33 05 14 �EA A 5 UNIT VIII-SEWER Subtotal UNIT IX-LANDSCAPE — IX-1 3291.0100 Topsoil �_ 32 91 19 CY 1,764 IX-2 3292.0200 Seeding,Broadcast Inside R.O.W. 32 92 13 SY _10,584 _ IX-3 3292.0200 Seeding,Broadcast Outside R.O.W. 32 92 13 SY _6,489 — — UNIT IX-LANDSCAPE Subtotal UNIT X-GENERAL X-1 9999.0014 Portable Message Sign 3471 13 WK 1 X-2 3125.0101 SWPPP >_1 acre 31 25 00 EA 1 _ X-3 3231.0113 Install 6'Chain Link,Steel 3231 13 LF 236 X-4 3231.0211 Install Barbed Wire Fence, Metal Posts 32 31 26 LF 846 X-5 9999.0015 Temporary Access Drive for CMC- 00 00 00 LS 1 Including but not limited to saw cut&removal of existing curb, removal of landscaping, minor grading,asphalt pavement, removal of temporary asphalt pavement, re- establishment of original grades and landscaping r. X-6 9999.0016 Temporary Access Drive for BCCC- 32 31 26 LF 846 Including but not limited to fence removal, minor grading,flex base r� X-7 19999.0017 Force Account 1000000_ EA 100,000 UNIT X-GENERAL Subtotal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS r Fonn Revised 20120120 Bid Proposal Wockbook_Updated 2017-02-03.xls 00 42 43 BID PROPOSAL Page 9 of 12 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value Bid Summary Base Bid UNIT I-PROJECT DEMOLITION UNIT II-GRADING&EROSION CONTROL UNIT III-PAVING UNIT IV-DRAINAGE - UNIT V-PAVEMENT MARKINGS kSIGNAG_E _ UNIT VI-ILLUMINATION UNIT VII-WATER _^ UNIT VIII-SEWER UNIT IX-LANDSCAPE UNIT X-GENERAL Total Base Bid r r END OF SECTION r r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20120120 Bid Proposal Workbook_Updated 2017-02-03.xis rr 00 45 12 BID FORM Page 1 of 1 .. SECTION 00 45 12 PREQUALIFICATION STATEMENT .. Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Oft Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving Roadway Lighting 0 0 r The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: 0 By: 0 0 -- 0 (Signature) 0 Title: 0 Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook—Updated 2017-02-03.xis --------------- —-----—------- N011ON1 ��GVOd alo 01 SIN-0-1—11 1M—S S 9NAVd M'��VM--01�—M 2 51 zs 6 500 5 g 121 2 P, 'US VHS0 <<-� E=4 pzww� 12 0 OG � oo cn W 2 < < > O Ilea W Oz �j < 0 N > < ni <LZ < OW co CID < < 'lug H'l pipe Gig qj LEA R a 1 Lal It pp '40 t-TOZO 4'IVNU91KI 9tZZ-X SINqW3AMldy4l'aDVKTVdC[CKV DKTIAVd NOIIDEIdlsxo,,)a-d uvox IOIVD3(1 Q-10 R, Z ---x.------- z C) � n CDO WW < 2-z 0 IAO 5 Wz cti E"_ _ �, = C) Z Z)p4 5� L6- > z Z, 0 n Z z C4 0 C5 z z wm c/E—z= El TV Lr) LLJ C-n 4--i b, U< L qR- 2 go 40 ------------ ------ ------ o z V) Z b Z) z 0 C) <w o Li UV ou W< OMo C) z Ln OX 0 Li - ------------------------- ----------------- 0 op O --C/E--- -- -—————--——- -————— - .o w o tt oz zw Qo 4- zz z b- 4f- - lw 04 o <UJ <�,i�oar z o �z. 00- z v-.z 'OI�wwo� 0¢ mz > O — OF m zi RlIz, I., --z zz-, -z ------ ------------- 25 < I I I 'o, < < ————————c/E z z. ol Ka z o� z < < < H. '4H Nozo#qVmaj1K1 9tZZ-A SJ,K2119A0UJWJ i1DVN1VW1(114V DNIAVJ M0113ANJ SNODMI GVOU Wf11V3jQ(I'jo UK 6 �o o q 3 z '2 U, w:CM S 82 La z qi a c E z z 0 0 0 1 4444 �8 ERR OOVL NOAViS 09-9Z N010i a S I ook! l 574-7 1 7- 7777-fly; "Al TA 31 5, TAN ,?wn OPEN japal loll - '�o W, o I A - UO on -------------------- % 1 hot WMATS10 OKIWq L4 OQ iti -;Izg ....... I toozzl 3w T af too, no VAIN- A C) o Ez TOOK A I R&W� pF` -7 A E K; PO I I 11 -Z- A polo OO-ZI NOUViS 09-9Z N011ViS SVX31'H1230M1�103 D N =o v N 3oai�e a�ro� �nldO3a agog mco Cf) { �z a _ X o � o 000515-1 Addendum 2 Pagel of 3 _ 1 SECTION 00 05 15 2 ADDENDUM No. 2 3 .. 4 Old Decatur Road Reconstruction, Phase 2 5 Limits from IH820 to North of Angle Ave. 6 City Project No. 02014 .. 7 8 Addendum No. 2 Issue Date: February 7, 2016 9 Bid Receipt Date: February 9,2016 .. 10 11 12 13 14 E OF r,�l 15 =�p,�••......�F�9II AW /..........................10 / MITCH ITON / ........................../ 17 �/ 118857 ;'z4% 000 10 NSS 18 19 2-7-2017 20 FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM 21 F-2144 22 23 24 25 26 27 CTTY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS 402014 FEBRUARY,2015 000515-2 Addendum 2 Page 2 of 3 1 This addendum forms part of the Contract Documents referenced above and modifies the original 2 Contract Documents. Acknowledge receipt of this Addendum by signing in the space below and 3 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 4 Proposal and on the outer envelope of your bid. 5 .. 6 1. Contractor Questions 7 A paraphrased summary of questions is provided below: on 8 Q: Where is the HES paving being used? 9 A: In phase 3 10 Q: How are the permanent driveways accounted for? .. 11 A: Permanent driveways are same pavement section as Old Decatur Rd. 12 Q: What is the application rate of the CSS in III-18? 13 A: Maximum 25 lbs/SY. .. 14 2. Modification to Bid Proposal: 15 a. Modify previous proposal to match current attached proposal and please 16 note the following changes. 17 b. Change Item II-2 "Unclassified Excavation" from a quantity of 14,158 18 CY to 10,145 CY. 19 c. Change Item II-3 "Borrow by Plan" from a quantity of 2,238 CY to 20 10,758 CY. 21 d. Add Item III-22 "Type PR2 Rail"at a quantity of 131 LF. 22 e. Add Item IV-21 "48"Flared Headwall"at a quantity of 1 EA. 23 3. Modification to Specifications: None .. 24 4. Modification to Plans: None 25 26 .. 27 CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 � 6 0005 15-3 Addendum 2 Page 3 of 3 1 All other provisions of the contract documents,plans and specification shall remain unchanged. 2 Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering 3 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the .,, 4 time of bid submittal. 5 Receipt Acknowledged: --;��;' 6 By: l .. 7 Company: Jackson Construction. LTD S END OF SECTION CITY OF FORT WORTH Old Decatur Road and Angle Ave Roundabout COMPETITVE SEALED PROPOSAL CONSTRUCTION DOCUMENTS #02014 FEBRUARY,2015 00 42 43 BID PROPOSAL Pagel of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No Description Section No. Measure Quantity Unit Price Bid Value UNIT I-PROJECT DEMOLITION 1-1 0241.1100 Remove Asphalt Pvmt _ — 0241 15 Sy 9,869 1-2 0241.1000 Remove Conc Pvmt_ 02 41 15 Sy _823 1-3 0241.0500 Remove Fence(Chain Link) 02 41 13 LF 236 _ 1-4 0241.0500 Remove Fence(Barbed Wire) _ .0241 13 —, LF 846 1-5 0241.0500 Remove Fence(MBGF) _ _ 0241 13 LF 277 1-6 0241.2021 Remove 24"Sewer Line 02 41 14 LF 258 1-7 0241.3019 Remove 36"Storm Line —0241 14 LF 36 1-8 0241.3020 Remove 39"Storm Line 02 41 14 LF 425 1-9 0241.3025 Remove 60"Storm Line 0241 14 LF 40 1-10 0241.4401 Remove 24"Headwall/SET 0241 14 EA 2 1-11 0241.4401 Remove 48"Headwall/SET 0241 14 EA 1 1-12 0241.4201 Remove 4'Drop Inlet 0241 14 EA 1 w 1-13 0241.0900 Remove&Dispose of Ex. Conc. Flume_ 0241 14 Sy 4 1-14 0241.3108 36"Storm Abandonment Plug 0241 14 LF 165 1-15 0241.3001 Storm Line Grouting_ 02 41 14 Cy 43 _ UNIT I-PROJECT DEMOLITION Subtotal i UNIT II-GRADING&EROSION CONTROL _ __ _ II-1 3110.0100 Clearing&Grubbing 31 1000 AC 1.6 II-2 3123.0101 Unclassified Excavation by Plan_ _ 31 23 16 Cy 10,145 II-3 3123.0103 Borrow by Plan - _— 31 2316 Cy 10,758 11-4 3125.0101 Silt Fence _ _ 31 2500 LF 4,_746 II-5 3125.0101 Rock Check Dam 31 25 2 II-6 3125.0101 Construction Entrance 131 2500 EA 1 1 11-7 9999.0001 Retaining Wall 00 00 00 LF 131 UNIT II-GRADING&EROSION CONTROL Subtotal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomt Revised 20120120 Bid Proposal Workbook_Updated 2017-02-07.xls i 00 42 43 BID PROPOSAL Page 2 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT III-PAVING III-1 3213.0105 10"Conc Pvmt 32 13 13 SY 12,474 III-2 3213.0205 10"Conc Pvmt HES 32 13 13 SY 2,827 III-3 3211.0112 6"Flexible Base,Type A,GR-1 _ 3211 23 SY 12,590 III-4 3212.0501 2"Asphalt Base Type B 32 12 16 SY 12,590 III-5 9999.0002 Bridge-Including Abutments,Wingwalls, 00 00 00 LS 1 _ Railings,Approach Slabs,etc III-6 3137.0109 Slab Rip Rap 31 3700 v SY 1,338 III-7 3471.0001 End-of-Road Barricade 3471 13 LF 41 _ III-8 9999.0003 Propex Armormax Reinforcement 00 00 00 SY 4141 _ III-9 9999.0004 Install New TxDOT MBGF 00 00 00 LF 166 III-10 3213.0301 6'Wide 4"Conc Sidewalk _ 32 13 20 SF 36,492 III-11 3213.0507 Barrier Free Ramp,Type P-2 32 13 20 EA 11 III-12 9999.0005 Low Profile Conrete Barrier 00 00 00 LF 1,800 _ III-13 9999.0006 Install Temporary Drive for CMC 00 00 00 LS 1 _ III-14 9999.0007 Install Temporary Drive for BCCC 00 00 00 LS 1 III-15 9999.0008 Demo Temporary Drive for CMC& 00 00 00 LS 1 Repair/Replace to Pre-Construction Conditions *� III-16�9999.0009 Demo Temporary Drive for BCCC& 00 00 00 LS 1 Repair/Replace to Pre-Construction Conditions III-17 3471.0001 Traffic Control _ 3471 13 MO 10 III-18 3211.0702 Pulverize&CSS ex 8"temp rd(25 lbs/SY) 3211 33 SY 5795 III-19 3211.0303 3"Asphalt Pvmt Type D 32 12 16 SY 815 _ III-20 3211.0504 7"Asphalt Base Type B 32 12 16 SY 815 III-21 3211.0113 8"Flex Base,TY A or D,Gr-1 3211 13 SY _ 815 III-22 9999.0018 Type PR2 Rail 1000000 1 LF 1131 UNIT III-PAVING Subtotal NOTES: 1. Item 2 is specifically for Phase 4 improvements 2. Refer to Geotechnical Report for further details/explanation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-07,xls .� 00 42 43 BID PROPOSAL Page 3 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT IV-DRAINAGE IV-1 3349.5002 15'Curb Inlet _ 33 49 20 EA_ 1 IV-2 9999.0010 15'Double-Sided Curb Inlet w/ 34 49 20 EA 1 Backside Apron IV-3 3349.5001 10'Curb Inlet .334920 EA 4 �* IV-4 3341.0201 21"RCP,Class III 3341 10 LF 199 IV-5 3341.0205 24"RCP,Class III _ 3341 10 LF 482 IV-6 3341.0305 33"RCP,Class III 3341 10 LF 203 IV-7 3341.0309 36"RCP,Class III 3341 10 LF 26 IV-8 3341.0409 48"RCP, Class III 3341 10 LF 171 IV-9 3341.1201 5x3 Box Culvert 3341 10 LF 720 IV-10 3349.7002 5'Drop Inlet _ 33 49 20 EA 1 IV-11 3349.0001 4'Storm Junction Box 33 49 10 EA 2 IV-12 3349.0003 6'Storm Junction Box 33 49 10 EA 2 IV-13 3305.0112 Concrete Collar 33 05 17 EA 4 _ IV-14 9999.0011 Connect to Ex.SD Junction Box 33 41 10 EA 1 IV-15 9999.0012 Connect to Ex.36"RCP 33411 10 EA 1 IV-16 9999.0013 Core Into Ex.Curb Inlet 3341 10 EA 1 IV-17 9999.0003 Propex ArmorMax Turf Reinforcement 00 00 00 Sy 1,048 IV-18 3125.0101 Curb Inlet Protection 31 25 00 EA 6 IV-19 3125.0101 Drop inlet Protection 31 2500 EA 1 IV-20 3305.0109 Trench Safety 33 05 10 LF 1,801 IV-21 3349.1011 48"Flared Headwall 1334940 EA 1 UNIT IV-DRAINAGE Subtotal UNIT V-PAVEMENT MARKINGS&SIGNAGE V-1 3217.0002 4"SLD Pvmt Marking HAS(Y) 32 17 23 LF 7,344 V-2 3217.0004 4"BRK Pvmt Marking HAS(Y) _ 32 17 23 LF _ 1,700 V-3 3217.2103 REFL Raised Marker TY II-A-A 32 17 23 EA 340 V-4 3217.0202 8"SLD Pvmt Marking HAS(Y) _ 32 1723 LF_ 48 V-5 3441.4006 Install Alum Sign Ground Mount _ 3441 30 EA 4 UNIT V-PAVEMENT MARKINGS&SIGNAGE Subtotal UNIT VI-ILLUMINATION VI-1 3441.3332 35'Timber Pole CL 2 3441 11 EA 18 VI-2 3441.1401 NO 4 Triplex OH insulated Elec Condr 34 41 10 EA 3,341 VI-3 3441.3323 Type 33B Arm 34 41 20--_ EA 18 VI-4 3441.3201 LED Lighting Fixture _ 34 41 20 EA 18 v _ M UNIT VI-ILLUMINATION Subtotal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-07.xls 00 42 4 BID PROPOSAL Page 4 of y SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT VII-WATER VII-1 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 _ VII-2 0241.1302 Remove 6"Water Valve 0241 14 EA 1 VII-3 0241.1218 6"Water Abandonment Plug 0241 14 EA 1 VII-4 3311.0161 6"PVC Water Pipe 3311 12 LF 5 ti'w VII-5 3312.4111 16"x 6"Tapping Sleeve&Valve 33 12 25 EA 1 VII-6 3312.0001 Fire Hydrant 33 12 40 EA 1 VII-7 3305.0109 Trench Safety 33 05 10 LF 5 VII-8 3305.0102 Cathodic Protection Test Station Adjustment 33 05 14 EA �5 VII-9 3305.0108 Vertically Adjust Ex. Blow-Off Valve 03 80 00 EA 1 Vault Rim VII-10 13305.0111 Valve Box Adjustment — 1330514 1 EA 1 _ UNIT VII-WATER Subtotal UNIT VIII-SEWER VIII-1 13305.0114 Manhole Adjustment, Major w/Cover 33 OS 14 EA —r— Sri _ _ UNIT VIII-SEWER Subtotal UNIT IX-LANDSCAPE IX-1 3291.0100 Topsoil — 3291 19 CY 1,764 IX-2 3292.0200 Seeding, Broadcast Inside R.O.W. 32 92 13 SY 10,584 .. IX-3 3292.0200 Seeding, Broadcast Outside R.O.W. 32 92 13 SY 6,489 UNIT IX-LANDSCAPE Subtotal _ UNIT X-GENERAL X-1 9999.0014 Portable Message Sign 3471 13 WK _1 X-2 3125.0101 SWPPP >_1 acre 31 2500 EA _ 1 X-3 3231.0113 Install 6'Chain Link, Steel 32 31 13 LF _ 236 X-4 3231.0211 Install Barbed Wire Fence, Metal Posts 32 31 26 LF 846 X-5 9999.0015 Temporary Access Drive for CMC- 00 00 00 LS 1 Including but not limited to saw cut&removal of existing curb, removal of landscaping, minor grading,asphalt pavement, removal of temporary asphalt pavement, re- establishment of original grades and landscaping ow X-6 9999.0016 Temporary Access Drive for BCCC- 3231 26 LF 846 Including but not limited to fence removal, minor PM grading,flex base X-7 9999.0017 Force Account 00 00_00 EA 100,000 UNIT X-GENERAL Subtotal Pal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-07.xis �1 00 42 43 BID PROPOSAL Page 5 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value Bid Summary Base Bid UNIT I-PROJECT DEMOLITION UNIT II-GRADING&EROSION CONTROL UNIT III-PAVING _ UNIT IV-DRAINAGE _ _ UNIT V-PAVEMENT MARKINGS 8 SIGNAGE UNIT VI-ILLUMINATION UNIT VII-WATER UNIT VIII-SEWER UNIT IX-LANDSCAPE _ — �rr UNIT X-GENERAL Total Base Bid END OF SECTION IN CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-07.xls 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Old Decatur Road will be received by the City of Fort Worth 5 Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth,Texas 76102 11 until 1:30 P.M. CST, Thursday,February 9, 2017, and bids will be opened publicly and read 12 aloud at 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 Reconstruct Old Decatur Road from its intersection with IH 820 eastbound service road to the 16 north termination of the Old Decatur Road and Angle Road roundabout. 17 18 The major work will consist of the(approximate)following: 19 9,869 SY of demolition,removal and disposal of existing asphalt pavement,removal and disposal 20 of existing storm drain RCP, 15,720 SY of reinforced concrete pavement, creek 21 relocation/grading, 100' x 64' TxDOT bridge with extended abutments and wingwalls, 725 LF of 22 5' x 3' RCB storm drain. 23 24 PREQUALIFICATION 25 The improvements included in this project must be performed by a contractor who is pre- 26 qualified by the City at the time of bid opening. The procedures for qualification and pre- 27 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS. 28 29 DOCUMENT EXAMINATION AND PROCUREMENTS 30 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 31 of Fort Worth's Purchasing Division website at http://www.fortworthizov.org/purchasing/and 32 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 33 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 34 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 35 Parties Form 1295 and the form must be submitted to the Project Manager before the 36 contract will be presented to the City Council. The form can be obtained at 37 https://www.ethics.state.tx.us/tec/1295-Info.htm . 38 39 Copies of the Bidding and Contract Documents may be purchased from: 40 41 Freese and Nichols, 817-735-7583 42 4055 International Plaza, Ste. 200 43 Fort Worth,TX 76109 44 CALL A MINIMUM OF 24 HOURS IN ADVANCE TO SCHEDULE PICKUP. 45 The cost of Bidding and Contract Documents is: 46 47 Set of Bidding and Contract Documents with half size drawings: $100 48 = 49 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised December 23,2015 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 PREBID CONFERENCE 2 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 3 BIDDERS at the following location, date, and time: 4 DATE: January 31, 2017 5 TIME: 10:AM 6 PLACE: 200 Texas Street 7 Fort Worth,Texas 76012 8 LOCATION: TPW Conference Room 9 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Lissette Acevedo,P.E., City of Fort Worth 17 Email: Lissette.Acevedo@fortworthtexas.gov 18 Phone: 817-392-2722 19 AND/OR 20 Attn: Mitch Aiton,P.E., Freese and Nichols 21 Email: mra@freese.com 22 Phone: 817-735-7583 23 24 ADVERTISEMENT DATES 25 January 12, 2017 26 January 19,2017 27 28 END OF SECTION CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised December 23,2015 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 6 00- GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm,partnership,company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. �. 14 15 1.2.2. Nonresident Bidder: Any person, firm,partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a s 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents -' 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant �. 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving-Requirements document located at; �• 40 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 41 %20Construction%2ODocuments/Contractor%2OPregualification/TPW%2OPavin 42 %20Contractor%2OPregualification%2OProgram/PREQUALIFICATION%20REO 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting-Requirements document located at; 46 https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 47 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin� 48 %20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20REQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 MR Revised March,2015 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 2 3.1.3. Water and Sanitary Sewer—Requirements document located at; 3 https://i)rojectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 4 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%2Oand%2 5 OSanitary%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre 6 qual%20requirements.doc?public 7 8 9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 11 45 11,BIDDERS PREQUALIFICATIONS. 12 13 3.2.1. Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 18 bidder(s)for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, .- 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 22 deliver a quality product and successfully complete projects for the amount bid within _ 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information, a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested,may be grounds .� 26 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4.In addition to prequalification, additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 32 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 33 34 4.1.Before submitting a Bid, each Bidder shall: 35 36 4.1.1. Examine and carefully study the Contract Documents and other related data 37 identified in the Bidding Documents(including "technical data" referred to in 38 Paragraph 4.2.below).No information given by City or any representative of the 39 City other than that contained in the Contract Documents and officially 40 promulgated addenda thereto, shall be binding upon the City. 41 42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 43 site conditions that may affect cost,progress,performance or furnishing of the 44 Work. 45 46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 47 progress,performance or furnishing of the Work. 48 -- 49 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 002113-3 INSTRUCTIONS TO BIDDERS Page 3of10 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 Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 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 Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 �. 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 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 1000 Throckmorton Street 20 Fort Worth, TX 76102 21 Attn: Lissette acevedo,PE,City of Fort Worth Transportation and Public Works .- 22 Fax: (817)392-6543 23 Email: Lissette.Acevedo@fortworthtexas.gov 24 Phone: (817)392-2722 25 26 27 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 28 City. 29 30 6.3.Addenda or clarifications may be posted via Buzzsaw at: 31 https://projectpoint.buzzsaw.com/fortworthgov/Infrastnicture%2OProjects/02014%20- 32 %2001d%20Decatur%20Rd%20%20IH820%20South%20to%20Angle%20Ave%20Rou 33 ndabout? un blic 34 35 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 36 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 37 Project. Bidders are encouraged to attend and participate in the conference. City will 38 transmit to all prospective Bidders of record such Addenda as City considers necessary 39 in response to questions arising at the conference. Oral statements may not be relied 40 upon and will not be binding or legally effective. 41 42 7. Bid Security 43 44 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 45 (5)percent of Bidder's maximum Bid price on form attached issued by a surety meeting 46 the requirements of Paragraphs 5.01 of the General Conditions. 47 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 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 10 11 The number of days within which, or the dates by which, Milestones are to be achieved in 12 accordance with the General Requirements and the Work is to be completed and ready for 13 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 14 attached Bid Form. 15 16 9. Liquidated Damages 17 18 Provisions for liquidated damages are set forth in the Agreement. 19 — 20 10. Substitute and "Or-Equal" Items 21 22 The Contract, if awarded,will be on the basis of materials and equipment described in the 23 Bidding Documents without consideration of possible substitute or"or-equal" items. 24 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 25 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 26 City, application for such acceptance will not be considered by City until after the Effective 27 Date of the Agreement. The procedure for submission of any such application by Contractor 28 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 29 Conditions and is supplemented in Section 0125 00 of the General Requirements. 30 31 11. Subcontractors,Suppliers and Others 32 33 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 34 12-2011 (as amended), the City has goals for the participation of minority business 35 and/or small business enterprises in City contracts. A copy of the Ordinance can be 36 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 37 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 38 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 39 Venture Form as appropriate. The Forms including documentation must be received 40 by the City no later than 5:00 P.M. CST, five(5) City business days after the bid 41 opening date. The Bidder shall obtain a receipt from the City as evidence the 42 documentation was received. Failure to comply shall render the bid as non- 43 responsive. 44 45 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 46 or organization against whom Contractor has reasonable objection. 47 48 49 50 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12. Bid Form 2 3 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 4 obtained from the City. 5 6 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 7 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 8 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 9 price item listed therein. In the case of optional alternatives,the words"No Bid," 10 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 11 written in ink in both words and numerals, for which the Bidder proposes to do the 12 work contemplated or furnish materials required. All prices shall be written legibly. 13 In case of discrepancy between price in written words and the price in written 14 numerals,the price in written words shall govern. 15 16 12.3. Bids by corporations shall be executed in the corporate name by the president or a 17 vice-president or other corporate officer accompanied by evidence of authority to 18 sign. The corporate seal shall be affixed. The corporate address and state of 19 incorporation shall be shown below the signature. 20 21 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 22 partner,whose title must appear under the signature accompanied by evidence of 23 authority to sign. The official address of the partnership shall be shown below the 24 signature. 25 26 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 27 member and accompanied by evidence of authority to sign. The state of formation of 28 the firm and the official address of the firm shall be shown. 29 30 12.6. Bids by individuals shall show the Bidder's name and official address. 31 32 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 33 indicated on the Bid Form. The official address of the joint venture shall be shown. 34 35 12.8. All names shall be typed or printed in ink below the signature. 36 37 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 38 which shall be filled in on the Bid Form. 39 40 12.10. Postal and e-mail addresses and telephone number for communications regarding the 41 Bid shall be shown. 42 43 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 44 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance y 45 to State Law Non Resident Bidder. 46 47 48 49 50 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 +� Revised March,2015 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 3 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 4 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 5 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 6 marked with the City Project Number,Project title,the name and address of Bidder,and 7 accompanied by the Bid security and other required documents. If the Bid is sent through the 8 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope 9 with the notation "BID ENCLOSED" on the face of it. 10 11 14. Modification and Withdrawal of Bids 12 13 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 14 withdrawn prior to the time set for bid opening. A request for withdrawal must be 15 made in writing by an appropriate document duly executed in the manner that a Bid 16 must be executed and delivered to the place where Bids are to be submitted at any 17 time prior to the opening of Bids. After all Bids not requested for withdrawal are 18 opened and publicly read aloud,the Bids for which a withdrawal request has been 19 properly filed may, at the option of the City, be returned unopened. — 20 21 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 22 time set for the closing of Bid receipt. 23 24 15. Opening of Bids 25 26 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 27 abstract of the amounts of the base Bids and major alternates(if any)will be made available 28 to Bidders after the opening of Bids. 29 30 16. Bids to Remain Subject to Acceptance 31 32 All Bids will remain subject to acceptance for the time period specified for Notice of Award — 33 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 34 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 35 36 17. Evaluation of Bids and Award of Contract 37 38 17.1. City reserves the right to reject any or all Bids, including without limitation the rights ,r 39 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 40 and to reject the Bid of any Bidder if City believes that it would not be in the best 41 interest of the Project to make an award to that Bidder,whether because the Bid is 42 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 43 meet any other pertinent standard or criteria established by City. City also reserves 44 the right to waive informalities not involving price,contract time or changes in the 45 Work with the Successful Bidder. Discrepancies between the multiplication of units 46 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 47 between the indicated sum of any column of figures and the correct sum thereof will 48 be resolved in favor of the correct sum. Discrepancies between words and figures 49 will be resolved in favor of the words. 50 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders,Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract,Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which 11 the identity of Subcontractors, Suppliers,and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements,performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the *� 19 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract .,, 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization,work of a value not less than 25 35% of the value embraced on the Contract,unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 ,. 38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 39 to be awarded, City will award the Contract within 90 days after the day of the Bid 40 opening unless extended in writing. No other act of City or others will constitute 41 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 42 the City. 43 44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 45 46 47 48 49 50 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 402014 #�F Revised March,2015 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18. Signing of Agreement 2 3 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 4 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 5 Contractor shall sign and deliver the required number of counterparts of the Agreement to 6 City with the required Bonds, Certificates of Insurance, and all other required documentation. 7 City shall thereafter deliver one fully signed counterpart to Contractor. 8 9 10 11 END OF SECTION 12 13 14 15 CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 00 35 13 BID FORM Page 12 of 12 SECTION 00 3513 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. htti)://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.Ddf D CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary 0 CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Jackson Construction, Ltd. By: 0 Troy L. Jackson 5112 Sun Valley Drive Signature: Fort Worth, Texas 76119 Title: Vice-President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Old Decatur Rd Recon Ph 2 820 to N of Angle ADM#2 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Old Decatur Road Reconstruction, Phase 2 City Project No.: #02014 Units/Sections: UNIT I - PROJECT DEMOLITION .. UNIT II - GRADING AND EROSION CONTROL UNIT III - PAVING UNIT IV- DRAINAGE UNIT V- PAVEMENT MARKINGS &SIGNAGE " UNIT VI - ILLUMINATION UNIT VII - WATER UNIT VIII -SEWER -a UNIT IX- LANDSCAPE UNIT X- GENERAL 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS .� Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.As 0041 00 BID FORM ,.3 Page 2 of 3 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 the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. 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: s a. Demolition b. Grading c. Concrete Paving Construction/Reconstruction d. Bridge Construction e. Storm Drain System f. Roadway Lighting 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 300 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13 Bid Proposal Workbook.xis 00 41 00 BID FORM Page 3 of 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ 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 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. Evaluation of Alternate Bid Items Total Base Bid (Paving Alternative A) $0.00 Alternate Bid(Paving Alternative B) $0.00 Total Bid $0.00 7. Bid Submittal This Bid is submitted on 02/09/2017 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By:::::;;— r 1 Addendum No. 1: X (Igignature) Addendum No. 2: X Addendum No. 3: Addendum No. 4: Troy L. Jackson i Title: Vice-President i Company: Jackson Construction, Ltd. Corporate Seal: Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 State of Incorporation: TX Email: office iacksontx.net Phone: (817)572-3303 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS am Form Revised 20120327 Old Decatur Rd Recon Ph 2 820 to N of Angle ADM#2 00 42 43 BID PROPOSAL Page I of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid P* No Description Section No. Measure Quantity Unit Price Bid Value UNIT 1-PROJECT DEMOLITION 1-1 0241.1100 Remove Asphalt Pvmt 0241 15 SY 9,869 $5.00 $49,345.00 1-2 0241.1000 Remove Conc Pvmt 0241 15 SY 82_3 $13.00 $10,699.00 1-3 0241.0500 Remove Fence(Chain Link)_ _ _ 0241 13 LF_ 236 $5.00 $1,180.00 1-4 0241.0500 Remove Fence(Barbed Wire) 02 41 13 LF 846 $3.00 $2,538.00 1-5 0241.0500 Remove Fence(MBGF) --��-0241 1_3_ LF 277 $4.001 $1,108.00 1-6 0241.2021 Remove 24"Sewer Line 02 41 14 _LF _ 258 $6.00 $1,548.00 1-7 0241.3019 Remove 36"Storm Line �-_ 02 41 14 LF 36 $8.00 $288.00 1-8 0241.3020 Remove 39"Storm Line _ 02 4114 LF 425 $9.00 _$3,825.00 1-9 0241.3025 Remove 60"Storm Line 0241 14 LF 40 $15.00 $600.00 go 1-10 0241.4401 Remove 24"Headwall/SET _ _ 02 41 14 EA _2 $250.00 _ $500.00 1-11 0241.4401 Remove 48"Headwall/SET 02 41 14 EA 1 $375.00 $375.00 1-12 0241.4201 Remove 4'Drop Inlet _ 0241 14_ EA 1 $500.00 $500.00 1-13 0241.0900 Remove&Dispose of Ex.Conc. Flume 0241 14 SY 4 $22.00 $88.00 1-14 0241.3108 36"Storm Abandonment Plug _ 02 4114 LF 165 __$4.00 _ _$660.00 I-15 0241.3001 Storm Line Grouting 02 41 14 CY 43 $240.00 $10,320.00 _ _ _.... UNIT I-PROJECT DEMOLITION Subtotall $83,574.00 am UNIT II-GRADING&EROSION CONTROL- II-1 3110.0100 Clearing&Grubbing 31 1060 AC_ 1.6 $100,000.00 $160,000.00 II-2 3123.0101 Unclassified Excavation by Plan - 31 2316 CY 10,145 $12.00 $121,740.00 PW II-3 3123.0103 Borrow by Plan 31 23 16 CY 10,758 $19.00 $204,402.00 11-4 3125.0101 Silt Fence 31 2500 LF 4,746 $1.50 $7,119.00 11-5 3125.0101 Rock Check Dam _ 31 2500 EA _ 2 $1,000.00 $2,000.00 11-6 3125.0101 Construction Entrance ' .__ 31 2500 EA v1 1 $1,675.00 $1,675.00 �p II-7 9999.0001 Retaining Wall _ 00 00 00 LF 131 $560.00 $73,360.00 -� UNIT II-GRADING&EROSION CONTROL Subtotall $570,296.00 me Im No CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pi Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-1I.As 00 42 43 BID PROPOSAL Page 2 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid �l No. Description Section No. Measure Quantity Unit Price Bid Value UNIT III-PAVING 111-1 3213.0105 10"Conc Pvmt 32 13 13 SY 12,474 $63.00 $785,862.00 III-2 3213.0205 10"Conc Pvmt HES 32 13 13_ SY,-.-- 2,827 $83.00 $234,641.00 III-3 3211.0112 6"Flexible Base,Type A, GR-1 _ 32 11 23 SY 12,590 $16.00 $201,440.00 111-4 3212.0501 2"Asphalt Base Type B _ _ 32 12 16 SY 12,590 $12.00 $151,080.00 III-5 9999.0002 Bridge-Including Abutments,Wingwalls, 00 00 00 LS 1 $841,000.00 $841,000.00 Railings,Approach Slabs,etc III-6 3137.0109 Slab Rip Rap 31 3700 SY 1,338 $66.00 $88,308.00 111-7 3471.0001 End-of-Road Barricade _ _ 34 71 13 _L_F 41 $30.00 $1,230.00 _TI 1-6 9999.0003 Propex Armormax_Reinforcement------00 00 00 SY- 414_1 $34.00 $140,794.00 III-9 9999.0004 Install New TxDOT MBGF 00 00 00 LF A 166 $80.00 $13,280.00 111-10 3213.0301 6'Wide 4"Conc Sidewalk _ _ _ 32 13 20 SF 36,492 _ $6.00 $218,952.00 III-11 3213.0507 Barrier Free Ramp,Type P-2 32 13 20 EA _ 11 $1,250.00 $13,750.00 III-12 9999.0005 Low Profile Conrete Barrier _ 00 00 00_ LF_ 1,8.0_0 $22.00 _$39,600.00 111-13 9999.0006 Install Temporary Drive for CMC 00 00 00 LS 1 $40,000.00 $40,000.00 III-14 9999.0007 Install Temporary Drive for BCCC 00 00 00 LS 1 $20,000.00 $20,000.00 Il1-15 9999.0008 Demo Temporary Drive for CMC& 00 00 00 LS 1 $10,000.00 $10,000.00 Repair/Replace to Pre-Construction Conditions 111-16 9999.0009 Demo Temporary Drive for BCCC& _b0006 LS - 1 $7,000.00 - $7,000.00 Repair/Replace to Pre-Construction Conditions - y III-17 3471.0001 Traffic_Control _^_-_ - _ 3471 13 -MO 10 $5,000.00 $50,000.00 111-18 3211.0702 Pulverize&CSS ex 8"temp rd(25 Ibs/SY) 32 11 33 SY 57_95 $7.00 $40,565.00 111-19 3211.0303 3"Asphalt Pvmt Type D v 32 12 815 $16.00 - $13,040.00 III-20 3211.0504 7"Asphalt Bas_a Type B_ _ 32 12 16 SY_ 815 $37.00 $30,155.00 `I III-21 3211.0113 8"Flex Base,TY A or D, Gr-1 32 11 13 SY_ _ 815 $16.00 $13,040.00 111-22 9999.0018 Type PR2 Rail _ - - 00 00 00 LF 131 $100.00 $13,100.00 UNIT III-PAVING SubtotalT $2,966,837.00 on NOTES: 1. Item 2 is specifically for Phase 4 improvements 2. Refer to Geotechnical Report for further details/explanation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS a Form Revised 20120120 Bid Proposal Workbook-Updated 2017-02-1 I.xls 00 42 43 BID PROPOSAL Page 3 of 5 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price FBid Value �.. No. Section No. Measure Quantity UNIT IV-DRAINAGE _ IV-1 3349.5002 15'Curb Inlet _ 33 49 20 EA 1 $5,000.00 $5,000.00 IV-2 9999.0010 15' Double-Sided Curb Inlet w/ 34 49 20 EA -1 $5,200.00 $5,200.00 Backside Apron _ IV-3 3349.5001 10'Curb Inlet 33 49 20 EA 4 $3,700.00 $14,800.00 " IV-4 3341.0201 21"RCP,Class III 3341 10 LF 199 $76.00 $15,124.00 IV-5 3341.0205 24"RCP, Class III - 3341 10 LF 482 $80.00 $38,560.00 IV-6 3341.0305 33"RCP,Class III 3341 10 LF 203 $119.00 $24,157.00 IV-7 3341,0309 36"RCP,Class III 3341 10 LF 26 $138.00 $3,588.00 IV-8 3341.0409 48"RCP, Class III_ - 3341 10 LF 171 $205.00 $35,055.00 IV-9 3341.1201 5x3 Box Culvert _ 3341 10 _LF 720 $278.00 $200,160.00 IV-10 3349.7002 5'Drop Inlet -- 33 49 20 EA1 $5,700.00 $5,700.00 IVA 1 3349.0001 4'Storm Junction Box _.- 33 49 10 EA _ 2 $3,000.00 $6,000.00 IV-12 3349.0003 6'Storm Junction Box 33 49 10 EA 2 $8,000.00 $16,000.00 IV-13 3305.0112 Concrete Collar 33 05 17 EA 4 $900.00 $3,600.00 IV-14 9999.0011 Connect to Ex. SD Junction Box 3341 10 Y EA1 $400.00 $400.00 IV-15 9999.0012 Connect to Ex. 36"RCP _ 3341 10 EA _ 1 _ $400.00 �_ $400.00 IV-16 9999.0013 Core Into Ex. Curb Inlet 3341 10 EA 1 $400.00 _$400.00 IV-17 9999.0003 Propex ArmorM_ax Turf Reinforcement 00 00 00 Sy 1,048 $39.00 $40,872.00 IVA 8 3125.0101 Curb Inlet Protection - 31 2500 _ EA 6 $100.00 $600.00 IV-19 3125.0101 Drop Inlet Protection _ 31 2500 EA _ 1 $100.00 $100.00 IV-20 3305.0109 Trench Safety 33 05 10 LF 1,801 $1.00 $1,801.00 IV-21 3349.1011 48"Flared Headwall__ - 1334940 EA 1 $3,500.00 $3,500.00 _ UNIT IV-DRAINAGE Subtotal $421,017.00 UNIT V-PAVEMENT MARKINGS&SIGNAGE V-1 3217.0002 4"SLD Pvmt Marking HAS(Y) _ 32 17 23 LF 7,344 $1.00 $7,344.00 V-2 3217.0004 4"BRK Pvmt Marking HAS(Y) _ 32 1723 LF 1,700 $1.00 $1,700.00 V-3 3217.2103 REFL Raised Marker TY II-A-A 32 17 23 EA_ _ 340 $4.00 _$1,360.00 V-4 3217.0202 8"SLD Pvmt Marking HAS(Y) 32 17 23 _ LF - 48 $1.50 $72.00 ----- --------- - -- - V-5 3441.4006 Install Alum Sign Ground Mount _ _ 3_4471 30 EA _4 _ $375.00 $1,500.00 _ - UNIT V-PAVEMENT MARKINGS&SIGNAGE Subtotall $11,976.00 UNIT VI-ILLUMINATION _ _ VI-1 3441.3332 35'Timber Pole C _L 2 _ - 3441 11 EA 18 $1,600.00 $28,800.00 VI-2 3441.1401 NO 4 Triplex OH insulated Elec Condr .344110 EA 3,341 $3.50 $11,693.50 VI-3 3441.3323 Type 33B Arm _^ _ 344120_ EA -_ 18 _ $450.00 $8,100.00 VI-4 3441.3201 LED Lighting Fixture _ _ 344120 EA 18 $625.00 $11,250.00 �- UNIT VI-ILLUMINATION Subtotal $59,843.50 00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal W orkbook_Updated 2017-02-1 Lx1s 00 42 43 BID PROPOSAL Page 4 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid WA No Description Section No. Measure Quantity Unit Price Bid Value � UNIT VII-WATER _ _ VII-1 0241.1510 Salvage Fire Hydrant 02 41 14 EA 1 $1,100.00 $1,100.00 VII-2 0241.1302 Remove 6"Water Valve 0241 14 EA 1 $200.00 i $200.00 VI 1-3 0241.1218 6"Water Abandonment Plug 0241 14 EA 1 $600.00 $600.00 VII-4 3311.0161 6"PVC Water Pipe_ - _ 3311 12 LF _ 5 $100.00 __$500.00 VII-5 3312.4111 16"x 6"Tapping Sleeve&Valve 33 12 25 EA 1 $3,700.00 $3,700.00 VII-6 3312.0001 Fire Hydrant 33 12 40 EA 1 $3,400.00 $3,400.00 VII-7 3305.0109 Trench Safety _-_ _ 33 05 10 LF __5 $1.00 $5.00 VII-8 3305.0102 Cathodic Protection Test Station Adjustment 33 05 14 _ EA 5 $200.00 _ $1,000.00 VII-9 3305.0108 Vertically Adjust Ex. Blow-Off Valve 03 80 00 EA 1 $2,000.00 $2,000.00 _ Vault Rim VII_-10 3305.01.11 Valve Box Adjustment _ _ 33 05 14 EA 1 $200.00 $200.00 - UNIT VII-WATER Subtotall $12,705.00 UNIT VIII-SEWER VIII-1 3305.0114 Manhole Adjustment, Major w/Cover -- 330514 1 EA 1 - - 5 $1,600.00 $8,000.00 _ UNITVIII-SEWER Subtotal $8,000.00 UNIT IX-LANDSCAPE _ IX-1 3291.0100 Topsoil - -_ 3291 19 CY _1,764 - $31.00 $54,684.00 IX-2 3292.0200 Seeding, Broadcast Inside R.O.W. -Y 32 92 13 SY 10,584 $0.50 $5,292.00 IX-3 3292.0200 Seeding, Broadcast Outside R.O._W. 32 92 13 SY 6,489 $0.50 $3,244.50 -� ^-- UNIT IX-LANDSCAPE Subtotal $63,220.50 UNIT X-GENERAL _ X-1 9999.0014 Portable Message Sign - 34 71 13 WK 1 $575.00 $575.00 X-2 3125.0101 SWPPP >- 1 acre 31 25 00 EA1 $5,000.00 $5,000.00 X-3 3231.0113 Install 6'Chain Link, Steel 3231 13 LF _ 236 $31.00 $7,316.00 X-4 3231.0211 Install Barbed Wire Fence, Metal Posts 32 31 26 LF _ 846 $6.00 $5,076.00 X-5 9999.0015 Temporary Access Drive for CMC- - 00 00 00 LS 1 $2,500.00 - $2,500.00 Including but not limited to saw cut&removal of existing curb, removal of landscaping, minor grading,asphalt pavement, removal of temporary asphalt pavement, re- establishment of original grades and landscaping X-6 9999.0016 Temporary Access Drive for BCCC- 32 31 26 LF -846 $2.00 $1,692.00 Including but not limited to fence removal, minor grading,flex base X-7 9999.0017 Force Account -- 00 00 00 EA 1 100,000 $1.00 $100,000.00 UNIT X-GENERAL Subtotal $122,159.00 air CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-1 Lxls to 00 42 43" BID PROPOSAL Page 5 of 5 ON SECTION 00 42 43 PROPOSAL FORM 11111► UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid of Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary Base Bid UNIT I-PROJECT DEMOLITION $83,574.00 UNIT II-GRADING&EROSION CONTROL $570,296.0_0 UNIT III-PAVING _ $2,966,837.00 UNIT IV-DRAINAGE $421,017.00 UNIT V-PAVEMENT MARKINGS&SIGNAGE-. $11,976.00 UNIT VI-ILLUMINATION ' $59,843.50 UNIT VII-WATER $12,705.00 UNIT VIII-SEWER $8,000.00 UNIT IX-LANDSCAPE $63,220.50 -- UNIT X-GENERAL $122,159.00 Total Base Bid $4,319,628.00 Mw I* >M ■,r END OF SECTION r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Workbook_Updated 2017-02-1 I.xls Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (,'Janie,legal slalus and addre-,o;) (,'roue, legal slalus mrd principal place r fhusiyiess) Jackson Construction, Ltd. The Hanover Insurance Company This document has important 5112 Sun Valley Drive 440 Lincoln Street legal consequences.Consultation Fort Worth, TX 76119 Worcester, MA 01653 with an attorney is encouraged with respect to its completion or OWNER: modification. /,''ante,leGal slalits and address) Any singular reference to City Of Fort Worth Contractor,Surety,Owner or other party shall be considered plural where applicable. Fort Worth, TX BOND AMOUNT: $ 5% G.A.B. Five Percent of Greatest Amount Bid PROJECT: (Name,location or address mtdProject number,ifat?i% Old Decatur Road Reconstruction, PH2. Project#02014. The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surcry bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or%within such time period as may be agreed to by the O%wncr and Contractor,and the Contractor either(l)enters into a contract%vith the O%,,ncr in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the 1'roiect and other ise acceptable to the O,wner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in file prosecution thereof:or(2)pays to the Owner the diflerence,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another parte to perlilrm the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full lorce and ellect.The Surety hereby waives any notice ol'an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.RTaiyer of nonce by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time lbr acceptance of bids 8pecilted in the bid documents.and lie O%vner and Coll tractor shall obtain the Surety's consent for all extension beyond sixty(60)days. If this Bond is issued in connection%with n subcontractor's bid to a Contractor,the terns Contractor in this Bond shall be deemed to be Subcontractor and the terra Owncr shall be deemed to be Contractor. When this ilond has been l'umished to comply%with a statutory or other legal requirement in the location ofthe project.any provision in this ilond con0ictine .with said statutory or legal requirement shall be deemed deleted hereironi and provisions conibrming to such statutory or other legal requirement shall be deemed incorporated herein.When so lumished,the intent is that this ilond shall be construed as a statutory bond and not as a common la%v bond. Signed and scaled this 9th day of February, 2017 Jackson Construction, Ltd. (Principal) (Seal) (IV Mess) j By /f'r2 •t �tt�t ce - P esident The Hano er Insurance Company (Sea fitness) By. J60 r7'ille)St n R. O r Attorney-in-Fact S-0054/AS 8110 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Steven R. Foster,Jack M.Crowley, Patricia A.Smith and/or Marie Perryman of Dallas,TX and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings, contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Thirty Five Million and No/100($35,000,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attomeys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recogniizances, contracts of indemnity,waivers of citation and all otherwritings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Atiomeys-in-fad shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company,Adopted April 14, 1982- Massachusetts Bay Insurance Company,Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 5th day of December 2011. THE KANOVER INSURANCE COMPAt1Y .r r „r MA.99AiCH#USe:M BAY INSURANCE COMPANY GITiZH=1+IS URAPIGE/G A ANY W AMERICA 1974 ! Robert Thoma,Vice Pre dixat THE COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER )ss. jve ANrr_strtlrrr :ie4 Fre-siient i On this 5th day of December 2011 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged thatthe seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. •" OF�r BARBk?A A GWCK Notary Public ( �L TMa.� �Oomrtanw�l�of Flzssa�xrsetic �� ;F� f C� sw.2t,2afe Barbara A.Garlick, Notary Public My Commission Expires September 21,2018 t,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attomey issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or any Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile.' (Adopted October 7,1981 -The Hanover insurance Company,Adopted April 14,1982-Massachusetts Bay Insurance Company,Adopted September 7,2001-Citizens Insurance Company of America) /� GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this_L -day of 1 ( L 21J THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA _ A' -V c— J rtt�in Margosiar,Vice President 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 10 of 12 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. BIDDER: Jackson Construction, Ltd. By: 0 Troy L. Jackson 5112 Sun Valley Drive Signature) Fort Worth, Texas 76119 Title: Vice-President Date: LA 1 / 7 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Form Revised 20110827 Old Decatur Rd Recon Ph 2 820 to N of Angle ADM#2 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/tmpermit/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 Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 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. 48 b. The City may reject, suspend, or modify any prequalification for failure by the i 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 Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 ^. 004511-3 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 t! w CITY OF FORT WORTH Old Decatur Road Reconstruction STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS #02014 Revised March,2015 00 45 12 BID FORM Page 11 of 12 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving Jackson Construction, Ltd. 3/1/2017 Roadway Lighting Independent Utility Construction, Inc. 4/26/2017 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By. 0 Troy L. Jackson 5112 Sun Valley Drive s2 at. (Signature) Fort Worth, Texas 76119 Title: Vice-President Date: Z l END OF SECTION CIN OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Old Decatur Rd Recon Ph 2 820 to N of Angle ADM#2