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Home My WebLink AboutContract 32598 A .� s9 T a. EXECUTED COPY SPECIFICATIONS .. CITY SECRETARY AND CONTRACT NO. CONTRACT DOCUMENTS FOR REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 MIKE MONCRIEF ,. MAYOR CHARLES BOSWELL MARC OTT CITY MANAGER ASSISTANT CITY MANAGER RANDLE HARWOOD S. FRANK CRUMB, P.E. ,. ACTING DIRECTOR DIRECTOR PARKS AND WATER DEPARTMENT COMMUNITY SERVICES .. JUNE 2005 9 M 1"m Freese and Nichols 4055 INTERNATIONAL PLAZA, SUITE 200 FORT WORTH, TEXAS 76109-4895 (817) 735-7300 F&N No: FTW94158C ORIGINAL SPECIFICATIONS AND CONTRACT DOCUMENTS FOR REMOVAL ACTION AND RENOVATION OF - SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 MIKE MONCRIEF MAYOR CHARLES BOSWELL MARC OTT CITY MANAGER ASSISTANT CITY MANAGER RANDLE HARWOOD .; ' y S. FRANK CRUMB, P.E. ACTING DIRECTOR '� ,`_ ;� DIRECTOR PARKS AND RAY WATER DEPARTMENT COMMUNITY SERVICES � '• 597 � sr 14 f,, A+ ~ do JUNE 2005 W• : Y B®SECKEFt ' 80158 �► �O�VALEN— Freese and Nichols 4055 INTERNATIONAL PLAZA, SUITE 200 OF FORT WORTH, TEXAS 76109-4895 *5�P''' �*4t (817) 735-7300 $. . '*� p�F' 0.. . . . . . . . F TFC, i THOTHY E.CAM SELL �; •,s % • 81011 �f r F&N No: FTW94158C �* �p s .................. ROBERT INKEL 1dl�� At. 6 r 2 ��,R, 3279 0 • ' •jp � 23 CITY OF FORT WORTH •• REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK FTW94158C ADDENDUM NO. 1 JULY 21, 2005 BID DATE: JULY 28, 2005 _ The following additions, deletions, modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid form. GENERAL Al-1 Pre-Bid Conference A. Addition: "The Pre-Bid Conference attendee list is attached to this addendum. Attendance at the Pre-Bid Conference was mandatory and only those firms that were in attendance are eligible to bid the project as a Prime bidder. Attendance by subcontractors was not mandatory." Al-2 Part A-Comprehensive Notice to Bidders A. Addition: Add the following to the end of the paragraph discussing pre-qualification ® of bidders,"The responsible bidder shall have successfully completed a minimum of three projects similar in size and scope to this project, have a minimum of three years of experience in the excavation, handling, confirmation sampling and disposal of contaminated waste, and comply with the requirements of the authority having jurisdiction. Al-3 Part B—Proposal A. Replacement: Remove the existing Proposal (pages 1-14)and replace it with the attached new Proposal. Revisions to the proposal include the following: 1. Quantity and Unit Price modification for Bid Item No. 6—Disposal of Class II PCB-Contaminated Soils < 50 ppm (PCLE Zone). 2. Quantity and Unit Price modification for Bid Item No. 7- Disposal of PCB- Contaminated Soils > 50 ppm (PCLE Zone). 3. Add Bid Item No. 8A—TCLP Testing for RCRA Metals. 4. Clarification to Bid Item No. 47—24"and 36"Concrete Columns (including steel columns). 5. Quantity and Unit Price modification for Bid Item No. 53—Additional Disposal of Class II PCB-Contaminated Soils <50 ppm (PCLE Zone). Addendum No. 1 1 FTW 94158C 6. Quantity and Unit Price modification for Bid Item No. 54—Additional Disposal of PCB-Contaminated Soils > 50 ppm (PCLE Zone). 7. Add Bid Item No 55A—Additional TCLP Testing for RCRA Metals. s TECHNICAL SPECIFICATIONS Al-4 Section 01300- Submittals A. Replacement: Remove the existing table- Submittal Schedule and replace it with the attached new Submittal Schedule. Revisions to the Submittal Schedule include the following: 1. Add Record Data for Section 02219—Excavation Al-5 Section 01568—Storm Water Pollution Prevention During Construction A. Reference Page 01568-1 1. Modification: Modify Paragraph 1.02.6. to read, "Engineer has developed a storm water pollution prevention plan in accordance with TCEQ General Permit TXR150000. The Contractor shall implement the storm water • pollution prevention plan prior to the beginning of construction." Al-6 Section 02111 —Clearing and Grubbing A. Reference Page 02111-2 1. Modification: Modify Paragraph 3.03.A. to read, "All materials within the .. PCLE zone that are cleared and grubbed shall be disposed of at CSC Disposal and Landfill in Avalon,Texas. Contaminated materials that are cleared and grubbed shall be transported and disposed of within 24 hours." .. Al-7 Section 02217—Trenching, Backfilling, and Pipe Embedment A. Reference Page 02217-5 1. Modification: Modify Paragraph 3.01.E.1. to read, "Suitable material from excavations which meets the requirements for pipe backfill material as indicated, except stripping excavation, may be reused provided the material is not located within the PCLE zone. Backfill material within the PCLE zone shall be disposed of at CSC Disposal and Landfill in Avalon, Texas. Designate the remaining excavated materials located outside of the PCLE .. zone as spoiled material and dispose of material off the site in accordance with all applicable laws, ordinances, and codes. Contractor shall be responsible for the storage, transportation, and deposition of spoiled material and shall be responsible for acquiring the necessary permits, and the payment of fees and duties at no additional cost to the Owner" Al-8 Section 02219—Excavation A. Reference Page 02219-1 1. Addition: Add the following Paragraph— 1.03 Submittals and the following statement beneath the paragraph,"Submittals shall include a PCB Waste Addendum No. 1 2 '� FTW94158C Handling and Disposal Plan submitted as record data. The plan should address waste excavation procedures, equipment decontamination procedures and verification testing, waste loading and tarping procedures, and waste characterization sampling procedures." B. Reference Page 02219-3 1. Modification: Modify Paragraph 3.01.D.2. to read, "All materials designated as PCB-contaminated soil (PCLE zone) shall be disposed of at CSC Disposal in Avalon, Texas. Contaminated soil that is excavated shall be transported and disposed of within 24 hours. For bidding purposes, the Contractor shall assume all soils excavated from Zones 1, 2 and 4 will meet criteria for classification as a TSCA-regulated, nonhazardous waste with Class 2 characteristics containing less than 50 ppm PCB's. For bidding purposes,the Contractor shall assume all soils excavated from Zone 3 will meet criteria for classification as a Class 2 non-hazardous waste containing greater than 50 ppm PCB's." C. Reference Page 02219-3 1. Addition: Add the following paragraph, 3.01.D.4. "Transporters of PCB wastes must comply with all federal, state, and local regulations related to the transportation of PCB wastes, including but not limited to Title 40 of the Code of Federal Regulations, Part 761, Subpart K." D. Reference Page 02219-3 1. Addition: Add the following Paragraph, 3.01.D.5. "The Contractor shall be responsible for signing all manifests related to the transportation and disposal of the PCB wastes." Al-9 Section 02403—Care of Water During Construction A. Reference Page 02403—2 1. Modification: Modify Paragraph 3.03.A.to read, "Groundwater or runoff water(which may be encountered during excavation of the PCB- contaminated soil or during other excavations)which has come in contact with PCB-contaminated soil shall be designated as "contaminated"and must be contained and not be allowed to enter adjacent streams or otherwise exit the site. The potentially contaminated water must then be tested for PCB concentrations. Any water containing 3 ppb or more of PCB's must be stored on-site in a clean frac tank approved by the Engineer. The Contractor shall provide two frac tanks (40,000 gallon total)for storage of the PCB contaminated-water. The City will be responsible for treatment and disposal of this water. Water containing PCB concentrations less than 3 ppb shall be discharged into the City's sanitary sewer system via a manhole located within Gateway Park." Al-10 Section 02488— Hydro-Mulch Seeding A. Reference Page 02488—2 Addendum No. 1 3 FTW 94158C 1. ADDITION: ADD THE FOLLOWING PARAGRAPH 3.03. "FIELD QUALITY CONTROL; OBSERVATION AND ACCEPTANCE a. OBSERVATION Upon completion of the site preparation, mulching,fertilizing, seeding, and maintenance of seeded areas, the Engineer will observe the seeded areas periodically to determine the establishment success. The Engineer will consider soil _ coverage, purity of the grass stand, and maturity of the plants. b. ESTABLISHMENT OF STAND AND ACCEPTANCE The Engineer will determine that a grassed area is established upon fulfillment of the following conditions: 1. The permanent grass stand uniformly covers the planting area, with no exposed soil areas more than 36" across in any dimension. 2. The permanent grass stand is free of over-topping weed species which would compete for sunlight, moisture, and nutrients. In addition, no area of pure weed species greater than 36"across in any dimension shall occur within a permanent grass stand. 3. The majority of the grass plants in a stand shall have a well-established root system to survive if irrigation is discontinued." Al-11 Section 02831 —Chain Link Fences and Gates A. Reference Page 02831 —4 1. Modification: Modify Paragraph 3.02 A.to read"The gates shall be installed by skilled and experienced fence erectors and on level grades. For 6-0" fence height, set line posts in concrete piers having a minimum size of 10" in diameter and 36" deep. Gate posts for 6'-0"fence height shall be set in concrete piers having a minimum size of 12" in diameter and 48"deep. For 18'-0"fence height, set line posts and gate posts as indicated on the plans. The complete fence shall discourage tampering with connections and ends shall be secured to prevent easy removal or disconnecting." Al-12 Section 02875— Fabricated Park Shelters A. Reference Page 02875— 1 1. Modification: Modify Paragraph 1.04 A to read, "Design Loads: 2003 International Building Code, Category III Building Classification; 20 psf Roof Live Load (for pavilion roof only); 5 psf Ground Snow Load,Terrain Category C,0.9 Snow Exposure Factor, 1.2 Snow Thermal Factor, 1.1 Snow Importance Factor; 90 miles per hour Basic Wind Speed (3-second gust), .. Wind Exposure C, 1.15 Wind Importance Factor; Seismic Use Group II, 1.25 Seismic Importance Factor, Spectral Response Coefficients SDS =0.090 and SDI =0.063, Site Class C, Seismic Design Category A. The fabric structures are not required to be designed for a 20 psf roof live load. The fabric structures shall be designed for snow loads which are calculated from a ground snow load of 5 psf." Addendum No. 1 4 FTW 94158C 2. Modification: Modify Paragraph 1.05.B. to read, "Structural calculations shall show the following code information: Building Code 2003 IBC, 20 psf roof live load (for pavilion roof only), 5 psf ground snow load, 90 mph basic wind speed and related wind load criteria, seismic load criteria regardless of whether seismic loads govern the lateral design." Al-13 Section 03300—Cast-in-Place Concrete A. Reference Page 03300—19 1. Modification: In Paragraph 3.12 A, modify location of steel trowel finish to include"top of exposed drilled shafts". 2. Modification: On Attachment A, modify Project Name to read 'Removal Action and Renovation of Soccer and Rugby Fields at Gateway Park". Al-14 Section 13130—Cable Supported & Fabric Structures A. Reference Page 13130—1 1. Modification: Modify Paragraph 1.04 A to read, "Design Loads: 2003 International Building Code, Category III Building Classification; 5 psf Ground Snow Load,Terrain Category C, 0.9 Snow Exposure Factor, 1.2 Snow Thermal Factor, 1.1 Snow Importance Factor; 90 miles per hour Basic Wind Speed (3-second gust),Wind Exposure C, 1.15 Wind Importance Factor; Seismic Use Group II, 1.25 Seismic Importance Factor, Spectral Response Coefficients SDs = 0.090 and SD1 =0.063, Site Class C, Seismic Design Category A. The fabric structures are not required to be designed for a 20 psf roof live load. The fabric structures shall be designed for snow loads which are calculated from a ground snow load of 5 psf." 2. Modification: Modify Paragraph 1.05.B. to read, "Structural calculations shall show the following code information: Building Code 2003 IBC, 5 psf ground snow load, 150 mph basic wind speed on frame, 90 mph basic wind speed with fabric top on (wind speed as determined by ASCE 7 and 3-second wind gust) and related wind load criteria, seismic load criteria regardless of whether seismic loads govern the lateral design." B. Reference Page 13130—4 1. Modification: Modify Paragraph 3.0 A, sentences 3 and 4, to read, "The shelter shall be set on prepared drilled shaft foundations or footings. Foundation details shall be designed by a licensed professional engineer retained by PARASOL TM to install the structure in a worst case load and soil condition or using data based on load information as provided by the manufacturer; refer to project plans for details." DRAWINGS Al-15 Sheet C17,Turf System Detail#10 A. Modification: Modify the note below the detail to read, "If the percentage of sand used for the sand-rubber infill materials is less than 50%,then an elasticity layer (pad) shall be installed between the turf system aggregate and the synthetic turf." Al-16 Sheet C21, Rugby Goal Post Foundation Details A. Replacement: Delete 2/C21 Layout Plan Goal Post Foundation and replace with attached 2/C21a Layout Plan Goal Post Foundation. Addendum No. 1 5 FTW 94158C s B. Replacement: Delete 3/C21 Section Goal Post Foundation and replace with attached 3/C21 a Section Goal Post Foundation. Al-17 Sheet C23, Fence and Gate Note 5 A. Modification: Modify Note 5 to read "All concrete shall be 3000 psi..." Al-18 Sheet A2, Details A. Modification: Reference 1/A2 18' High Chain Link Fence and Gate. Foundations for 24'tall posts with pennants and gate posts for 18'tall fence will be 24" diameter drilled shafts, 10'-0"deep, reinforced with (8)#7 vertical bars and#3 spiral with 6" pitch. Foundations for 18'tall posts will be 18"diameter drilled shafts, 8'-0"deep, reinforced with (6)#6 vertical bars and #3 spiral with 6"pitch. B. Modification: Reference 3/A2 Concrete Wall/Fence/Gate Detail. Gate posts will be embedded 48" in 12" diameter(minimum), 51"deep (minimum)footings. Fence posts not on top of concrete wall will be embedded 36" in 10"diameter (minimum), 39" deep(minimum)footings. C. Modification: Reference 4/A2 Fence/Wall Section. Reinforce footing with transverse bars#4 @ 12"c/c, top and bottom, and longitudinal bars (4)#4 cont, top and bottom. D. Modification: Reference 5/A2 Planter Detail. Reinforce walls with#4 @ 12"c/c, each way, each face. In bottom slab,#4 top bars shall have standard hooks at each end as shown. Al-19 Sheet A3, Details A. Replacement: Delete 1/A3 Screening Wall Plan and Section and replace with attached 1/A3a Screening Wall Plan and Section. B. Modification: Reference 4/A3 Pavilion Elevation. Change note"Drilled Shaft Ref: 5/S2" to read "Drilled Shaft Foundation Ref: 2/S2". Al-20 Sheet S1, General Notes ®° A. Modification: Reference General Note 3. Live Loads. Under"Location", modify "Shade Shelter& Pavilion Roof'to read "Pavilion Roof". Only the pavilion roof needs to be designed for 20 psf live load. B. Addition: Reference General Note 3. Live Loads. Add the following snow load criteria: M "Snow Loads Ground Snow Load 5 PSF Snow Exposure Factor CB=0.9 OR Snow Thermal Factor Ct= 1.2 Snow Importance Factor Is= 1.1" Al-21 Sheet S2, Details an A. Replacement: Delete 1/S2 36" Diameter Column Detail and replace with attached 1/S2a 36" Diameter Column Detail. B. Replacement: Delete 2/S2 24"Diameter Column Detail and replace with attached 2/S2a 24" Diameter Column Detail. 1. Modification: Reference Detail 3. Modify Detail 3 title to read "Bleacher/Referee Canopy Post Foundation". Addendum No. 1 6 FTW 94158C 2. Modification: Reference Detail 4. Modify note"Support for scoreboard by mfr."To read "Support columns for scoreboard by mfr. Anchor •- support columns to foundation per mfr's recommendations. (2 supports minimum required for each scoreboard. Verify with mfr.) Add note "Slope top of concrete 1/4" per foot away from support column". END OF ADDENDUM NO. 1 E S015S FFG/STE1�� ssNAI /OENG"v NAL- %- -7/z1l0� i S Addendum No. 1 7 FTW 94158C CITY OF FORT WORTH REMOVAL ACTION AND REMEDIATION OF SOCCER and RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 PRE-BID MEETING,JULY 12, 2005 SIGN IN SHEET NAME COMPANY CONTACT INFORMATION Paul Kellner FNI 817-735-77251 da Robert Chambers FNI 817-735-7462 Chuck Mills SPORTEXE 512-635-2568 cell 512-246-7122 fax Im Kent Smith AUI 817-926-4377 817-926-4387 fax Tony Bosecker FNI 817-735-7387 Peter Tilton Shaw 214-277-7817 214-277-8600 fax Allen Holub Shaw 214-277-7868 Wade Blake Rodman 469-476-6076 Jason McCartney SET 214-437-1111 Chris McDade Shaw E&I 281-744-9785 Tom Switzer Shaw E&I 337-263-3847 Scott E. Penn PACSD 817-871-5750 Zach Fusiliar N. TX Contracting 817-430-9500 ' David Visentine Hellas 512-250-2910 Mark Anderson Eagle 254-629-1718 Don Parsons Enercon 972-484-3854 Pat Seari ht Landscapes Unlimited 402-416-6878 Barbara Nickerson FNI 817-735-7273 -Kelly Shriver FNI 817-735-7351 Todd Hall PACS 817-871-7694 Brenda Grubbs PACS 817-871-7695 Tina Moore Apollo 972-313-7866 Amanda Cotton Apollo 972-313-7866 Ty McKee AMX 817-595-5714 817-595-7646 fax Robert Vickery Republic/CSC 800-256-7278 214-532-9497 cell David Townsend Fort Worth Water 817-392-8430/8369 Dept. 817-392-8195 fax Cynthia Carter Carter Construction 817-244-3622 •• 817-244-8133 .. City of Fort Worth, Pre-Bid Meeting Sign in Sheet 2 am July 12, 2005 NAME COMPANY CONTACT INFORMATION Chevin Hutchison American Civil Const. 972-827-0150 972-827-0151 fax Reg Shelley American Civil Const. 972-827-0150 972-827-0151 fax Mark Risk Recon 972-420-6616 972-420-0516 fax R. ???? Shaw 405-834-6672 Thomas Shaw Field Turf 972-406-2930 MM 972-406-1953 fax Seiavash Mir Fort Worth Water 817-292-8404 Dept. Stephanie Win nest Enercon 817-201-0980 cell Richard Talley Fort Worth Water 817-392-8203 im :::IDept. MM Am am -m PROPOSAL (This Proposal must not be removed from this book of Contract Documents) TO: Mr. Charles Boswell City Manager City of Fort Worth, Texas FOR: REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 on Includes the furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the installation of all improvements and appurtenant work ., shown in the plans and specification, all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders", the undersigned bidder, having thoroughly examined the contract documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the inspection and approval of the Director of the Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, and Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items): FTW94158C 1 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1, 1 LS Mobilization Dollars and $ $ Cents per LS 2. 1 LS Clearing and Grubbing Dollars and $ $ Cents per LS 3. 1 LS Care of Water During Construction Dollars and $ $ Cents per LS 4. 1 LS Demolition Dollars and $ $ Cents per LS 5. 12,120 CY Excavation and Transportation of PCB- Contaminated Soils (PCLE Zone) $ $ Dollars and Cents per CY 6. 15,550 CY Disposal of Class II PCB-Contaminated Soils < 50 ppm (PCLE Zone) $7.25 $112,737.50 Dollars and Cents per CY 7. 870 CY Disposal of PCB-Contaminated Soils > 50 ppm (PCLE Zone) $80.25 $69,817.50 Dollars and Cents per CY 8. 600 EA Confirmation Sampling and Testing (EPA Method 8082) of Composite Samples in PCLE Zone $ $ Dollars and Cents per EA FTW94158C 2 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 8A 26 EA TCLP Testing for RCRA Metals Dollars and $ $ Cents per EA 9. 450 CY Class 4 Earth Fill (Backfill for Zone 3) Dollars and $ $ Cents per EA 10. 3,385 CY General Required Excavation Dollars and $ $ Cents per CY 11. 2,620 LF Trench Safety System Dollars and $ $ Cents per LF 12. 1,900 CY Class 3 Earth Fill Dollars and $ $ Cents per CY 13. 380 CY Class 12 Earth Fill Dollars and $ $ Cents per CY tau 14. 409,000 SF HDPE Geomembrane (40 mil) Liner Dollars and $ $ Cents per SF 15. 45,450 SY Geotextile Dollars and $ $ Cents per SY 16. 305 SY Geonet Composite with Geotextile Dollars and $ $ Cents per SY FTW94158C 3 am REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 17. 330,000 SF Infilled Synthetic Turf System Dollars and $ $ Cents per SF 18. 6,200 CY Turf System Aggregate Fill Dollars and $ $ Cents per CY 19. 52,000 SY Lime-Stabilized Subgrade Dollars and $ $ Cents per SY 20. 1671 LF 36-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 21. 196 LF 30-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 22. 740 LF 24-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 23. 299 LF 18-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 24. 483 LF 15-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 25. 424 LF 12-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF FTW94158C 4 on REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 26. 35 LF 4-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 27. 1 LS Composite Drains for Turf System(Oblong Pipe) $ $ Dollars and Cents per LS Flowable Fill Encasement for 36-inch 28. 400 LF HDPE Drainage Pipe Dollars and $ $ Cents per LF 29. 45 LF Paving Repair and Resurfacing Dollars and $ $ Cents per LF 30. 2,225 CY 5" Reinforced Concrete Pavement ,. Dollars and $ $ Cents per CY 31. 17,100 SF Concrete Pavers Dollars and $ $ Cents per SF 32. 20 CY 4" Concrete Sidewalk Dollars and $ $ Cents per CY 33. 1 LS Hydro-Mulch Seeding ` Dollars and $ $ Cents per LS FTW94158C 5 i REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 34. 3 EA 4-Foot Diameter Manhole Dollars and $ $ Cents per EA 35. 1 EA 5-Foot Diameter Manhole Dollars and $ $ Cents per EA 36. 1 LS Striping, Wheel Stops and Signage as per the Drawings $ $ Dollars and Cents per LS 37. 1090 LF 18-Foot Chain Link Fence Dollars and $ $ Cents per LF 38. 2205 LF Removal of 6-Foot Chain Link Fence Dollars and $ $ Cents per LF 39. 1365 LF 6-Foot Chain Link Fence and Gates Dollars and $ $ Cents per LF 40. 1 LS Plug /Abandon Irrigation Lines Dollars and $ $ .. Cents per LS 41. 1 LS New Irrigation System Dollars and $ $ Cents per LS s FTW94158C 6 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 42. 1 LS Front Entry Wall and Ornamental Fence Dollars and $ $ Cents per LS 43. 1 LS Drilled Shaft Foundations for Light Standards, Scoreboards, Pavilion Supports, Rugby Goal Posts and 24" $ $ and 36" Concrete Columns Dollars and Cents per LS 44. 1 LS Removal / Replacement of Rugby Goal Posts and Goal Post Padding as per the Drawings $ $ Dollars and Cents per LS 45. 1 LS Electrical Service to Pavilion, Light Poles and Scoreboards $ $ Dollars and Cents per LS 46. 1 LS 60-Foot Diameter Pavilion Shelter Dollars and $ $ .,� Cents per LS 47. 1 LS 24" and 36" Concrete Columns (including steel columns) $ $ Dollars and Cents per LS 48. 1 LS Player Benches and Scorer's Table Dollars and $ $ Cents per LS . : 49 3 EA Scoreboards Dollars and $ $ Cents per EA FTW94158C 7 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 50. 1 LS Light Standards, Light Fixtures and Relocation of Existing Light Standards $ $ Dollars and Cents per LS 51. 6 EA Portable Galvanized Steel Soccer (3 pair) Goals $ Dollars and Cents per EA REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL $ TOTAL AMOUNT BID (ITEMS 1 through 51) FTVV94158C 8 am ADD ITEMS REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK jw PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 52. 760 CY Additional Excavation and Transportation of PCB-Contaminated Soils (PCLE Zone) Dollars and $ $ Cents per CY 53. 990 CY Additional Disposal of Class II PCB- Contaminated Soils < 50 ppm (PCLE Zone) $7.25 $7,177.50 Dollars and Cents per CY 54. 130 CY Additional Disposal of PCB- Contaminated Soils > 50 ppm (PCLE Zone) $80.25 $10,432.50 Dollars and Cents per CY 55. 100 EA Additional Confirmation Sampling and Testing (EPA Method 8082) of Composite Samples in PCLE Zone $ $ .. Dollars and Cents per EA �. 55A 2 EA Additional TCLP Testing for RCRA Metals $ $ Dollars and Cents per EA 56. 100 CY Class 4 Earth Fill Dollars and $ $ Cents per EA 57, 507 CY Additional Class 3 Earth Fill Dollars and $ $ Cents per CY i FTW94158C 9 i REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 58. 253 CY Additional Class 12 Earth Fill Dollars and $ $ Cents per CY REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL AMOUNT OF ADD ITEMS (ITEMS 52 through 58) $ ALTERNATE BID ITEMS REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 59. 157 LF 6-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 60. 2500 SF Concrete Pavers Dollars and $ $ Certs per SF 61, 1 LS Planter Boxes Dollars and $ $ Cents per LS 62 495 CY Class 1 Aggregate Fill as per the Drawings $ $ Dollars and Cents per CY FTW94158C 10 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID Alba 63 1 LS Drop-In Grates, 4-inch HDPE Drainage Pipe and 8-inch HDPE Drainage Pipe for Planter Boxes $ $ Dollars and Cents per LS 64. 1 LS Irrigation for Planter Boxes Dollars and $ $ Cents per LS 65. 1 LS Bleachers Dollars and $ $ Cents per LS 66. 1 LS Bleacher Covers, Referee Cover and Pennants $ $ Dollars and Cents per LS 67. 1 LS Fabric Sails System (including trusses) for Pavilion Area $ $ Dollars and Cents per LS 68. 1 LS Screening Fence and Concrete Pad for Restrooms $ $ Dollars and Cents per LS 69. 10 EA Picnic Tables Dollars and Cents per EA $ $ 70. 10 EA ADA Accessible Picnic Tables Dollars and Cents per EA $ .. FTW94158C 11 Aft REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 71. 6 EA Trash Receptacles Dollars and $ $ Cents per EA 72. 1 LS Tree Relocation and Transplanting ,.� Dollars and $ $ Cents per LS REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL AMOUNT OF ALTERNATE BID ITEMS (ITEMS 59 through $ 72) FTW94158C 12 BID SUMMARY REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK Subtotal Amount Bid (Items 1 through 51) $ Subtotal Add Items (Items 52 through 58) $ Total Amount of Bid Items (Items 1 through 58) $ Total Amount of Alternate Bid Items (Items 59 through 72) $ Total Amount of Bid Items (Items 1 through 72) $ The basis for bid award will be the lowest responsible Bidder for the Base Bid whose evaluation by the City of Fort Worth, Texas indicates that the award will be in the best interests of the Project if a contract is to be awarded. Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of five (5%) percent is to become the property of the City of Fort Worth, Texas, in the event the contract or bonds are not executed and delivered within the time above set forth, as liquidated damages for delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and these specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 180 calendar days after beginning construction as set forth in the written order to be furnished by the Owner. Liquidated damages shall be assessed as indicated in section 7-7.10. Construction Sequencing and Completion Dates: The bidder agrees to complete the contract within 180 calendar days from the issuance of the work order. FTW94158C 13 Mft (Complete A or B below, as applicable:) [ ] A. The principal place of business of our company is in the State of [ ] 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. i [ ] B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Mft Receipt is acknowledged of the following addenda: Addendum No. 1 am Addendum No. 2 Addendum No. 3 Respectfully submitted, Aft (SEAL)By: If Bidder is Corporation Title: Address: Mft FTW94158C 14 SUBMITTAL SCHEDULE Spec, -S S O C E E C R 0 E < P ,o, Description`: D ' A ... W S A S D . IM R P M R S A D t B" 02050 Demolition [Buildings] 02111 Clearing and Grubbing 02217 Trench/Backfill/Pipe Embedment for W/S X Lines 02219 Excavation X 02220 Trench Safety 02247 Lime Stabilized Sub-grade 02254 Compacted Fill X 02255 Earth Fill Classifications X 02256 Aggregate Fill Classifications X 02257 Offsite Soil Borrow X 02258 Geotextile X 02259 Geonet/Com osite with Geotextile X X 02267 Geomembrane X 02269 Infilled Synthetic Turf System X X 02372 Drilled Shafts r. 02403 Care of Water During Construction 02404 Subdrains 02430 Drainage Structures 02488 Hydro-mulch Seeding 02518 Turf System Aggregate Fill X 02575 Paving Repair and Resurfacing 02780 Concrete Unit Pavers X X X 02810 Landscape Irrigation System X X 02827 Ornamental Fencing 02831 Chain Link Fences and Gates 02870 Site Furnishings X X X 02875 Fabricated Park Shelter X 03100 Concrete Formwork 03200 Concrete Reinforcement X 03300 Cast-in-Place Concrete X X X 13130 Cable Supported and Fabric Structures X 16010 General Electrical Requirements 16111 Conduits X 16120 600 Volt Wires and Cables X 16122 Wire Connections and Devices X 16130 Outlet Boxes X 16131 Pull and Junction Boxes X 16140 Wiring Devices X 16164 Lighting and Branch Panelboards X 16170 Disconnects X El Legend SD Shop Drawing CAD Certificate of Adequacy of Design SAM Sample CSQ Certification of Applicator/Subcontractor CTR Certified Test Report RD Record Data CLS Certification of Local Field Service OM Operation and Maintenance Manuals EW Extended Warranty EIR Equipment Installation Report ESA Extended Service Agreement PPB Process Performance Bond Submittals 01300-11 MM FTW94158C PROVIDE AND INSTALL i 130mm (5') DIA STEEL FERNCO COUPLING PIPE STANDARD 01056-86 W/STAINLESS STEEL WORM DRIVE CLAMPS 214" PILE TURF SYSTEM HDPE PIPE BOOT W/ i W/ 1-' OF INFILL STAINLESS STEEL WORM 40 MIL HDPE DRIVE BAND CLAMPS GEOMEMBRANE TS37C GEOTEXTILE TURF SYSTEM N i to MIN to TURF SYSTEM LEAN LIME AGGREGATE CONCRETE STABILIZED SUBGRADE 4D MIL HDPE EXTRUSION GEOMEMBRANE WELD i y^ /3 SPRIAL W/ Z 6" PITCH 0 w an 0 CLASS "A" a- CONCRETE o� 1a 0z 200mm (8' SCHEDULE 40 i o GALVANIZED STEEL x 6' LONG m PROVIDE BOTTOM CAP/PLATE ON SLEEVE IF NOT PROVIDED BY 2'-0" o MANUFACTURER Ui an 3' CLR. COVER TYP. 1 TO VERT. BARS y � t 03 SPIRAL W/ 6" PITCH i 3 1 (10) 07 VERT. BARS 24" DIA DRILLED 200mm (8") SCH. 40 TOP OF GRAY LIMESTONE FOUNDATION SHAFT GALV. STEEL PIPE SLEEVE CONC. FOUNDATION i LAYOUT PLAN 0 2 GOAL POST FOUNDATIONZ Z ( ) #7 W 10 o w p 0 VERT. BARS M K W CA c CA Z J ciao Ul a r o a a ( .6z 0 to 1QN z r" ^z 174 TURNS TOP & BOTTOM Ci o° )ci4 �•' OFIx �e1 , m s see •e '9 pf 24"0 U s aAr* se eees / DRILLED SHAFT �.P-o %•o�ieoeeeeeewewweaeegxo®� ( MICHAEL RAY ROBERTSON A J1� e9e ee®�ee�eeeeeoee•®®ee®ee® SECTION : m 0-p®e�, 59701 0 � 3 GOAL POST FOUNDATION ;J� O e (/ ^� 0� Fe®�C S T E? ®\��"r NOT TO SCALE CITY OF FORT WORTH, TEXAS F&N JOB NO �i FTW94158C REMOVAL ACTION AND RENOVATION OF DATE 07/21/05 ; � SOCCER AND RUGBY FIELDS SCALE AS SHOWN C21 ua CIVIL DESIGNED Freie and Michois RUGBY GOAL POST DRAFTED MRR FOSS Worth.Tim. 61x9, 48L 400 < Fort Worth,Taws 76109—x885 CAM FIGURE ph. —(81"— (817)735 735-7-91_7300 AND PIPE PENETRATION DETAILS ILE FoxCV—F7W—DT—GPSTa.DWG Foe Dote: Jul 21, 2005 — 11:58am User: CAM File: N:\wr\REVISION\ADDENDUMI\CV—FTW—DT—GPSTo.DWG I I V-0. �4" CHAMFERED WALL BEYOND EDGES r #4 ® 12" C/C, EW, EF nq UD °i 5'-0' X*EXP JT MATERIAL W/ SEALANT CONC. PAD SLOPE Y4/FT I #3 018'C/C, Ew EXIST. c CON4 0 T&B SIDEWALK a 1 0 i T&B BEYOND n S 0 J CL SCREENING WALL PLAN 0 1/4"-V-0* 3 z �v c 0 w24'-0" 0 0 a �m o � uq O I L — — — - - -'� I o — J .I 'W am SCREENING WALL SECTION �o 1/16"=1'-0" da OF rF}eeeo 0 �-P e . 4 —�.* •;se e w� �e*i�aos.eesse®ee®.eo...S* A MICHAEL RAY ROBERTSON / i ®® 59701 ®w�� m e° AW ST o ®Fc R *®'® `4 5 -moo ee�FSS � T E . 7//11, m -o '1 ►'4 i e �,,� NCITY OF FORT WORTH, TEXAS F&N JOB NrOW F94158C LL REMOVAL ACTION AND RENOVATION OF DATE 07/21/05 .60 iron SOCCER AND RUGBY FIELDS SCALE AS SHOWN A3 a ' ui A Freese and Nichols LANDSCAPE ARCHITECTURE DESIGNED MRR �W 40.55 Iat"modonof Pi—,Sob"200 DRAFTED Fort Worth,-e—76109-4995 CAM FIGURE Pno"" – (817)735-7300 RLE Fox– (817)735--7491 DETAILS AR—FTW—EX—DTLS1a.dw Date: Jul 21, 2005 - 1:25pm User; CAM File: N:\wr\REVISION\ADDENDUMI\AR-FTW-EX-DTLS1a.dwg (16) l7 VERT. BARS STEEL COLUMN, BASE PLATE, AND ANCHOR BOLTS (10) l6 VERT. BARS (BY FABRIC SHELTER AND PAVILION MFR) STEEL COLUMN, BASE EXTEND VERT. EXTEND VERT. PLATE, AND ANCHOR BOLTS BARS INTO BARS INTO (BY FABRIC SHELTER AND CONCRETE WRAP 36'0 CONCRETE WRAP CONCRETE WRAP PAVILION MFR) AROUND STEEL COLUMN 24'o CONCRETE WRAP ■ CONSTRUCTION JOINT AROUND COLUMN i ROUGHEN SURFACE TO MIN. Y♦' TOP OF S AMPLITUDE, APPLY BONDING AGENT a CONSTRUCTION JOINT DRILLED I g ROUGHEN SURFACE TO MIN. Y4' SHAFT CONCRETE PAVEMENT TOP OF M AMPLITUDE, APPLY BONDING AGENT `a REFER TO CML DRILLED CONCRETE PAVEMENT SHAH REFER TO CIVIL }4' EXP JT 36'0 DRILLED SHAFT (VERIFY W/ W/SEALANT FABRIC SHELTER AND PAVILION MFR) _ 3"CUR COVER 3"CLR COVER 74 EXP JT TO VERT BARS TO VERT BARS W/SEALANT 24"/ DRILLED SHAFT (VERIFY W/ FABRIC SHELTER AND PAVILION MFR) (16) #8 VERT BARS (MIN.) (VERIFY W/ FABRIC SHELTER (10) #7 VERT BARS (MIN.) AND PAVILION MFR) (VERIFY W/ FABRIC SHELTER ! AND PAVILION MFR) TOP OF GRAY LIMESTONE l3 SPIRAL 0 BEARING STRATA ® 30' BELOW #3 SPIRAL ® TOP OF GRAY LIMESTONE 6' PIT EXISTING GRADE (USE FOR 6" PITCH BEARING STRATA ® 30' BELOW BIDDING PURPOSES ONLY) EXISTING GRADE (USE FOR x BIDDING PURPOSES ONLY iv r Z Z ~ Z O i TURNS TOP a 1X TURNS TOP AND BOTTOM I w AND BOTTOM z co Z w D a a m o/ o0 36"0 COLUMN DETAIL 2 24"0 COLUMN DETAIL NOT TO SCALE —— NOT TO SCALE ov o c `n NOTE: i FABRIC AND PAVILION MFR IS RESPONSIBLE FOR FINAL 0o DESIGN OF DRILLED SHAFT FOUNDATIONS FOR FABRIC 00 SHADE SHELTER, BLEACHER AND REFEREE FABRIC CANOPIES, AND PAVILION Y 2 O F 0�E OF T �a s AV ®*�o®®000®o®ooe0000°o®o®* ® MICHAEL RAY ROBERTSON O ,p 59701 0 �� fi STOct S E 00 NA o CITY OF FORT WORTH, TEXAS FF&N JOB NO. REMOVAL ACTION AND RENOVATION OF DATE 07/21/05 o= SOCCER AND RUGBY FIELDS DSCALE ESIGNED AS SHOWN S2a 1" and NfChpli STRUCTURAL MRR .rc 4055 1nt.malionol Plass,Sun.200 DRAFTED Fort Worth,T.—76109-4595 CAM FIGURE Fax"- (517)755-7491(517)755-7400 SECTIONS AND DETAILS FILE ST-7W—SC—CONCa.dw 1 —( Date: Jul 21, 2005 — 10:41am User: CAM Re; N:\wr\REVISION\ADDENDUMI\ST—FTW—SC—CONC..dwg rr � ,�P•��OF T ` st CITY OF FORT WORTH Co REMOVAL ACTION AND RENOVATION OF • i • : . SOCCER AND RUGBY FIELDS AT GATEWAY PARK . . . . . . 80158 •. FTW94158C ADDENDUM NO. 2 �; AL�NGq JULY 25, 2005 7— BID DATE: JULY 28, 2005 The following additions, deletions, modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid form. TECHNICAL SPECIFICATIONS A2-1 Section 02269—Infilled Synthetic Turf System A. Reference Page 02269—3 1. Modification: Modify Paragraph 2.01.6.1. to read, "The synthetic turf shall be a tufted, slit film or mono-fiber polyethylene grass-like fabric coated with a secondary backing of high-grade polyurethane or urethane. The fibers shall be tufted to a finished pile height of approximately 2.0—2.5 inches and be UV-resistant." DRAWINGS A2-2 Sheet Al —Site Plan A. Addition: Add to Notes, "6. Scoreboard manufacturer shall be MacGregor, Scoreboard Model No. SC86 with L.E.D." END OF ADDENDUM NO. 2 Addendum No. 2 1 FTW94158C OF T �� .. .:5.� 1 AW* •,,yt r CITY OF FORT WORTH SOSECKER REMOVAL ACTION AND RENOVATION OF �' ' `' ' ' ' ' ' . . 'l 50158 SOCCER AND RUGBY FIELDS AT GATEWAY PARK �`•.q k.� f10� .FC,ISTEFt�'��r FTW94158C 41%k 4NA* E-* ADDENDUM NO. 3 7 /ZG�o S- JULY 26, 2005 BID DATE: JULY 28, 2005 The following additions, deletions, modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid form. GENERAL A3-1 Part B- Proposal A. Reference Page 8 of the Proposal per Addendum No. 1 1. Clarification: The line item for the Subtotal for the Total Amount Bid (Items 1 through 51)should read, "Subtotal, Total Amount of Base Bid (Items 1 through 51)." END OF ADDENDUM NO. 3 Addendum No. 2 1 FTW94158C .. PW ��p'tE OF T CITY OF FORT WORTH i* t REMOVAL ACTION AND RENOVATION OF %. . OSEgCet. •� SOCCER AND RUGBY FIELDS AT GATEWAY PARK % FTW94158C �} 4%%X% AL ADDENDUM NO.4 - ,"74.0� JULY 26, 2005 BID DATE: JULY 28, 2005 The following additions, deletions, modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid form. GENERAL A4-1 Part B—Proposal A. Replacement: Remove the existing Proposal (pages 1-14)and replace it with the attached new Proposal. Revisions to the proposal include the following: 1. Modification to Bid Item No. 5—Excavation of PCB-Contaminated Soils (PCLE Zone) 2. Add Bid Item No. 5A—Transportation of PCB-Contaminated Soils 3. Quantity modification for Bid Item No. 29— Paving Repair and Resurfacing. dM 4. Modification to Bid Item No. 34 Description—4-Foot Square Manhole 5. Modification to Bid Item No. 35 Description—5-Foot Square Manhole TECHNICAL SPECIFICATIONS A4-2 Section 02111 —Clearing and Grubbing _ A. Reference Page 02111-2 1. Modification: Modify Appendix A, Paragraph B. to read, "Payment for work covered under this section of the specifications will be made at the lump sum price bid for "Clearing and Grubbing", which payment shall constitute full compensation for labor, equipment, tools, and incidentals necessary to complete the work specified herein, including refilling of depressions. No payment will be made for clearing and grubbing as such in the borrow areas and cost thereof shall be included in the appropriate bid price of the type of work included. The amount bid for"Clearing and Grubbing" shall not exceed one percent of the total amount bid for the project, exclusive of"Clearing and Grubbing". A4-3 Section 02219—Excavation A. Reference Page 02219—5 Addendum No. 4 1 FTW94158C 1. Modification: Modify Appendix A, Paragraph B.3. to read, "PCB-CONTAMINATED SOILS (PCLE ZONE) EXCAVATION - Payment for PCB-contaminated soils excavation will be made at the contract unit price bid per cubic yard for " Excavation of PCB-contaminated soils .. (PCLE zone)". 2. Addition: Add the following paragraph to Appendix A as .. Paragraph B.B. - "PCB-CONTAMINATED SOILS (PCLE ZONE) TRANSPORTATION - Payment for PCB- contaminated soils transportation will be made at the contract unit price bid per cubic yard for " Transportation of .. PCB-contaminated soils(PCLE zone)". 3. Addition: Add the following paragraph to Appendix A as Paragraph B.9. - "PCB-CONTAMINATED SOILS (PCLE ZONE) DISPOSAL - Payment for Disposal of Class II PCB- contaminated soils < 50 ppm will be made at the contract _ unit price bid per cubic yard for " Disposal of Class II PCB- contaminated soils< 50 ppm (PCLE zone)". 4. Addition: Add the following paragraph to Appendix A as Paragraph B.10. - "PCB-CONTAMINATED SOILS (PCLE ZONE) DISPOSAL - Payment for Disposal of PCB- contaminated soils > 50 ppm will be made at the contract unit price bid per cubic yard for " Disposal of PCB- contaminated soils> 50 ppm (PCLE zone)". END OF ADDENDUM NO.4 Addendum No. 4 2 FTW94158C PROPOSAL (This Proposal must not be removed from this book of Contract Documents) TO: Mr. Charles Boswell City Manager City of Fort Worth, Texas FOR: REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 Includes the furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the installation of all improvements and appurtenant work ., shown in the plans and specification, all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders", the undersigned bidder, having thoroughly examined the contract documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the inspection and approval of the Director of the Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, and Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items): FTW94158C 1 #3's �f. REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1, 1 LS Mobilization Dollars and $ $ Cents per LS 2. 1 LS Clearing and Grubbing Dollars and $ $ Cents per LS 3 ILS Care of Water During Construction Dollars and $ $ Cents per LS 4. 1 LS Demolition Dollars and $ $ Cents per LS 5. 12,120 CY Excavation of PCB-Contaminated Soils (POLE Zone) $ $ Dollars and Cents per CY 5A. 16,420 CY Transportation of PCB-Contaminated Soils (PCLE Zone) $ $ Dollars and Cents per CY 6. 15,550 CY Disposal of Class II PCB-Contaminated Soils < 50 ppm (PCLE Zone) $7.25 $112,737.50 Dollars and Cents per CY 7. 870 CY Disposal of PCB-Contaminated Soils > 50 ppm (PCLE Zone) $80.25 $69,817.50 Dollars and Cents per CY FTW94158C 2 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 8. 600 EA Confirmation Sampling and Testing (EPA Method 8082) of Composite Samples in POLE Zone $ $ Dollars and Cents per EA 8A. 26 EA TCLP Testing for RCRA Metals Dollars and $ $ Cents per EA 9. 450 CY Class 4 Earth Fill (Backfill for Zone 3) Dollars and $ $ Cents per EA 10. 3,385 CY General Required Excavation Dollars and $ $ Cents per CY 11. 2,620 LF Trench Safety System Dollars and $ $ Cents per LF 12. 1,900 CY Class 3 Earth Fill Dollars and $ $ Cents per CY 13. 380 CY Class 12 Earth Fill Dollars and $ $ Cents per CY 14. 409,000 SF HDPE Geomembrane (40 mil) Liner Dollars and $ $ Cents per SF FTW94158C 3 s MM REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 15. 45,450 SY Geotextile Dollars and $ $ Cents per SY 16. 305 SY Geonet Composite with Geotextile Dollars and $ $ Cents per SY 17. 330,000 SF Infilled Synthetic Turf System $ $ Dollars and Cents per SF 18. 6,200 CY Turf System Aggregate Fill Dollars and $ $ Cents per CY 19. 52,000 SY Lime-Stabilized Subgrade Dollars and $ $ Cents per SY 20. 1671 LF 36-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 21. 196 LF 30-inch HDPE Drainage Pipe .. Dollars and $ $ Cents per LF 22. 740 LF 24-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF mn 23. 299 LF 18-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF FTW94158C 4 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 24. 483 LF 15-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 25. 424 LF 12-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 26. 35 LF 4-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 27. 1 LS Composite Drains for Turf System(Oblong Pipe) $ $ Dollars and Cents per LS Flowable Fill Encasement for 36-inch 28. 400 LF HDPE Drainage Pipe Dollars and $ $ Cents per LF 29. 420 SY Paving Repair and Resurfacing Dollars and $ $ Cents per LF 30. 2,225 CY 5" Reinforced Concrete Pavement Dollars and $ $ Cents per CY 31. 17,100 SF Concrete Pavers Dollars and $ $ Cents per SF FTW94158C 5 W I - REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 32. 20 CY 4" Concrete Sidewalk Dollars and $ $ Cents per CY 33, 1 LS Hydro-Mulch Seeding Dollars and $ $ Cents per LS 34. 3 EA 4-Foot Square Manhole Dollars and $ $ Cents per EA 35. 1 EA 5-Foot Square Manhole Dollars and $ $ Cents per EA 36. 1 LS Striping, Wheel Stops and Signage as per the Drawings $ $ Dollars and Cents per LS 37. 1090 LF 18-Foot Chain Link Fence Dollars and $ $ Cents per LF 38. 2205 LF Removal of 6-Foot Chain Link Fence Dollars and $ $ Cents per LF 39. 1365 LF 6-Foot Chain Link Fence and Gates Dollars and $ $ Cents per LF I FT V94158C 6 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 40. 1 LS Plug /Abandon Irrigation Lines Dollars and $ $ Cents per LS 41, 1 LS New Irrigation System Dollars and $ $ Cents per LS 42. 1 LS Front Entry Wall and Ornamental Fence Dollars and $ $ Cents per LS 43. 1 LS Drilled Shaft Foundations for Light Standards, Scoreboards, Pavilion Supports, Rugby Goal Posts and 24° $ $ and 36" Concrete Columns Dollars and Cents per LS 44. 1 LS Removal /Replacement of Rugby Goal Posts and Goal Post Padding as per the Drawings $ $ Dollars and Cents per LS 45. 1 LS Electrical Service to Pavilion, Light •� Poles and Scoreboards $ $ Dollars and Cents per LS 46. 1 LS 60-Foot Diameter Pavilion Shelter - Dollars and $ $ Cents per LS FTW94158C 7 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 47_ 1 LS 24" and 36" Concrete Columns (including steel columns) $ $ Dollars and Cents per LS 48. 1 LS Player Benches and Scorer's Table Dollars and $ $ Cents per LS 49 3 EA Scoreboards $ $ Dollars and Cents per EA 50. 1 LS Light Standards, Light Fixtures and Relocation of Existing Light Standards $ $ Dollars and Cents per LS 51, 6 EA Portable Galvanized Steel Soccer (3 pair) Goals $ $ Dollars and Cents per EA REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL $ TOTAL AMOUNT OF BASE BID (ITEMS 1 through 51) FTW94158C 8 am ADD ITEMS AM REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK am PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 52. 760 CY Additional Excavation and Transportation of PCB-Contaminated Soils (PGCE Zone) Dollars and $ $ Cents per CY 53. 990 CY Additional Disposal of Class II PCB- Contaminated Soils < 50 ppm (PCLE Zone) $7.25 $7,177.50 Dollars and Cents per CY mu 54. 130 CY Additional Disposal of PCB- Contaminated Soils > 50 ppm (PCLE Zone) $80.25 $10,432.50 Dollars and am Cents per CY AM 55. 100 EA Additional Confirmation Sampling and Testing (EPA Method 8082) of Composite Samples in PCLE Zone $ $ .. Dollars and Cents per EA 55A 2 EA Additional TCLP Testing for RCRA Metals $ $ Dollars and Cents per EA 56. 100 CY Class 4 Earth Fill Dollars and $ $ Cents per EA 57 507 CY Additional Class 3 Earth Fill �. Dollars and $ $ Cents per CY FTW94158C 9 —� REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 58. 253 CY Additional Class 12 Earth Fill Dollars and $ $ Cents per CY REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL AMOUNT OF ADD ITEMS (ITEMS 52 through 58) $ ALTERNATE BID ITEMS REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 4T 4 59. 157 LF 6-inch HDPE Drainage Pipe Dollars and $ $ Cents per LF 60. 2500 SF Concrete Pavers Dollars and $ $ Cents per SF 61, 1 LS Planter Boxes Dollars and $ $ Cents per LS 62 495 CY Class 1 Aggregate Fill as per the Drawings $ $ Dollars and Cents per CY FT W94158C 10 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 63 1 LS Drop-In Grates, 4-inch HDPE Drainage Pipe and 8-inch HDPE Drainage Pipe for Planter Boxes $ $ Dollars and Cents per LS 64. 1 LS Irrigation for Planter Boxes Dollars and $ $ Cents per LS 65. 1 LS Bleachers _ Dollars and $ $ Cents per LS 66. 1 LS Bleacher Covers, Referee Cover and Pennants $ $ Dollars and Cents per LS 67. 1 LS Fabric Sails System (including trusses)for Pavilion Area $ $ Dollars and Cents per LS 68. 1 LS Screening Fence and Concrete Pad for Restrooms $ $ Dollars and Cents per LS 69. 10 EA Picnic Tables Dollars and Cents per EA $ $ 70. 10 EA ADA Accessible Picnic Tables Dollars and - Cents per EA FTW94158C 11 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 71. 6 EA Trash Receptacles Dollars and $ $ Cents per EA 72. 1 LS Tree Relocation and Transplanting Dollars and $ $ Cents per LS REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL AMOUNT OF ALTERNATE BID ITEMS (ITEMS 59 through $ 72) - - - - FTW94158C 12 - — BID SUMMARY REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK Subtotal Amount of Base Bid (Items 1 through 51) $ Subtotal Add Items (Items 52 through 58) $ Total Amount of Bid Items (Items 1 through 58) $ Total Amount of Alternate Bid Items (Items 59 through 72) $ Total Amount of Bid Items (Items 1 through 72) $ — The basis for bid award will be the lowest responsible Bidder for the Base Bid whose evaluation by the City of Fort Worth, Texas indicates that the award will be in the best interests of the Project if a contract is to be awarded. Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of five (5%) percent is to become the property of the City of Fort Worth, Texas, in the event the contract or bonds are not executed and delivered within the time above set forth, as liquidated damages for delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General _ Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and these specific Contract Documents and appurtenant plans. — The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 180 calendar days after beginning construction as set forth in the written order to be furnished by the Owner. Liquidated damages shall be assessed as indicated in section 7-7.10. Construction Sequencing and Completion Dates: The bidder agrees to complete the contract within 180 calendar days from the issuance of the — work order. — FTW94158C 13 (Complete A or B below, as applicable:) [ ] A. The principal place of business of our company is in the State of [ ] 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. Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 Addendum No. 4 Respectfully submitted, (SEAL)By: .. If Bidder is Corporation Title: Address: i i i i - a i - FTW94158C 14 i TABLE OF CONTENTS PART A NOTICE TO BIDDERS — SPECIAL INSTRUCTIONS TO BIDDERS PART B PROPOSAL — VENDOR COMPLIANCE WITH STATE LAW z — MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS PART C — GENERAL CONDITIONS PART C 1 SUPPLEMENTARY CONDITIONS PART D — SPECIAL CONDITIONS PARTE MATERIAL AND CONSTRUCTION SPECIFICATIONS PART F — CERTIFICATE OF INSURANCE — PAYMENT BOND _ — PERFORMANCE BOND — MAINTENANCE BOND — CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS PART G CONTRACT T � r . ' . . . . Qi.�••-•P CO 4 �.•�� TT'L9�y E 'e 50SECKER —0153 "'L`e��1� � '.,,,, 1018 ..•'P FTW94158C a a MEN mm ma am PART A mai f i i FTW94158C 1 i NOTICE TO BIDDERS Sealed proposals are requested for the following: FOR: REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas, will be received until 1:30 PM, July 28, 2005, at the Office of the Purchasing Manager, City of Fort Worth, in the lower level of the Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas, 76102, and then will be publicly opened and read aloud in the Council Chambers at 2:00 PM. Any bid received after the closing time will be returned unopened Plans and Specifications for this project may be obtained at the offices of Freese and Nichols, Inc., 4055 International Plaza Suite 200, Fort Worth, Texas 76109-4895, Telephone (817) 735-7300. A set of plans and documents will be provided for a non-refundable fee of one hundred twenty-five dollars ($125)each. A majority of the work consists of the following: • Excavation and disposal of PCB-contaminated soil (PCLE Zone) • Installation of geomembrane cap over existing soccer fields (approximately 400,000 sf) • Installation of three synthetic grass sports fields over cap (approximately 330,000 sf) • Construction of concrete pavement and concrete pavers • Construction of new 60' diameter pavilion and fabric sails • Construction of 12"—36" storm drain lines (approximately 3900 If) Included in the above will be all other items of construction as outlined in the Plans and Specifications. Pre-qualification of Bidders, according to the Special Instructions to Bidders in the Contract Documents or the Fort Worth Water Department General Contract Documents and General Specifications is required. The City reserves the right to reject any or all bids and waive any of all irregularities. Bidders shall be allowed to modify and/or withdraw bids prior to bid opening. No bid may be withdrawn until the expiration of 90 days from the date bids are received. A mandatory pre-bid meeting will be held on Tuesday, July 12, 2005 at 9:00 a.m. in City of Fort Worth Pre-Council Chambers, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas, 76102.. For additional information concerning this project, please contact Richard Talley, Project Manager, City of Fort Worth (817) 392-8203 or Robert Chambers, Freese and Nichols, Inc. at(817) 735-7300. Charles Boswell City Manager Marty Hendrix City Secretary Publication: Thursdav, June 23, 2005 Thursdav, June 30, 2005 FTW94158C COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals are requested for the following: FOR: REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas, will be received until 1:30 PM, July 28, 2005, at the Office of the Purchasing Manager, City of Fort Worth, in the lower level of the Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas, 76102, and then will be publicly opened and read aloud in the Council Chambers at 2:00 PM. Any bid received after the closing time will be returned unopened Plans and Specifications for this project may be obtained at the offices of Freese and Nichols, Inc., 4055 International Plaza Suite 200, Fort Worth, Texas 76109-4895, Telephone (817) 735- 7300. A set of plans and documents will be provided for a non-refundable fee of one hundred twenty-five dollars($125) each. General Contract Documents and General Specifications for the Water Department projects, dated January 1, 1978, with amendments, also comprise a part of the Contract Documents for this project and may be obtained by paying $50.00 for each set, at the Engineering Office of the Fort Worth Water Department. 4 All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statues" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7578, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. A majority of the work consists of the following: • Excavation and disposal of PCB-contaminated soil (PCLE Zone) • Installation of geomembrane cap over existing soccer fields (approximately 400,000 sf) • Installation of three synthetic grass sports fields over cap (approximately 330,000 sf) • Construction of concrete pavement and concrete pavers • Construction of new 60' diameter pavilion and fabric sails • Construction of 12"—36"storm drain lines (approximately 3900 If) Included in the above will be all other items of construction as outlined in the Plans and Specifications. Pre-qualification of Bidders, according to the Special Instructions to Bidders in the Contract Documents or the Fort Worth Water Department General Contract Documents and General Specifications is required. The City reserves the right to reject any or all bids and waive any of all irregularities. Bidders shall be allowed to modify and/or withdraw bids prior to bid opening. No bid may be withdrawn until the expiration of 90 days from the date bids are received. A mandatory pre-bid meeting will be held on Tuesday, July 12, 2005 at 9:00 a.m. in City of Fort Worth Pre-Council Chambers, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas, 76102. A non-mandatory site visit will be conducted after the pre-bid meeting. FTW94158C 1 For additional information concerning this project, please contact Richard Talley, Project Manager, City of Fort Worth (817) 392-8203 or Robert Chambers, Freese and Nichols, Inc. at (817)735-7300. - AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH FORM ("Documentation"), and/or the JOINT VENTURE FORM as appropriate is received by the City. The award of the contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the u contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Freese & Nichols, Inc. at (817) 735-7300. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal sections(s) and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the timeline stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall ` submit the MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM ("Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must z be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. All bidders will be required to comply with the project's Stormwater Pollution Prevention Plan (SW3P) during construction. Bidders will not be required to prepare the SW3P. All bidders will be required to have all on-site personnel fulfill the requirements of 29CFR 1910.120 by completing OSHA's 40-hour training program for Hazardous Waste Operational Emergency Responders. Personnel who will be working outside the PCLE Zone or working on-site after the PCLE Zone has been capped or the contaminated soil removed will not be required to complete - the 40-hour training program. CHARLES BOSWELL MARY HENDRIX r CITY MANAGER CITY SECRETARY Advertising Dates: Thursday, June 23, 2005 Thursday, June 30, 2005 FTW94158C 2 SPECIAL INSTRUCTIONS TO BIDDERS (September 10,2004) 1. PREQUALIFICATION REQUIREMENTS. All contractors submitting bids, are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-qualification process will establish a bid limit based on technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable equipment schedule, names and addresses of each individual or business entity owning 10% or more of the bidding entity, and any other documents the Department may deem necessary, to the Director of the Water Department or his designated representative, at least seven (7) calendar days prior to the date of the opening of bids. a) COVER LETTER. The cover letter provided by the prospective bidder with the pre-qualification information must include the following information: • Contact person (for additional information) if other than individual who signed the cover letter • If the bidder intends to submit a bid within thirty (30) days from the date that the pre-qualification request is submitted to the City, a statement as to the project to be bid and the date that the bids are scheduled to be opened. b) FINANCIAL STATEMENT. The financial statement required shall have been prepared by an independent certified public accountant or independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. C) EXPERIENCE RECORD. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in the work of both the same nature and technical level as that of the project for which bids are to be received. Experience must be on projects that were completed no more than 5 years prior to the date on which bids will be received. A minimum of three references must be included. References must include a contact person name, telephone number, project name and total cost, and type of work done (Utility contractor shall list pipe size and pipe linear footage). d) EQUIPMENT SCHEDULE. The prospective bidder shall list the equipment that the Contractor has available for the project and list the equipment that Contractor will rent as may be required to complete the project on which the Contractor submits a bid. A-1 The Water Department will review each pre-qualification submittal. From the financial statement, the maximum bid limit will be based on amount of liquid assets times 10. The expiration date for pre-qualification will be established as 15 months after the date of the financial statement. The experience record will be reviewed and verified at the same time. The following conditions will apply: a) The Director of the Water Department shall be the sole judge as to the acceptability for financial and experience qualification to bid on any Fort �- Worth Water Department project. b) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. C) The City, in its sole discretion, may reject a bid for failure to demonstrate -' experience and/or expertise. d) Any proposals submitted by a non pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. e) The City will attempt to notify prospective bidders whose qualifications i (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a wavier of any necessary pre-qualification. For additional information contact John Kasavich, Fort Worth Water Department at(817) 392- 8480 (FAX 817-392-8195). Pre-qualification submittal should be sent to: John Kasavich Fort Worth Water Department 1000 Throckmorton Fort Worth, TX 76102-6212 2. BID SECURITY. A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in the amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be licensed to do business in the State of Texas. In r addition, the surety must (1) hold a certificate of authority from the United States Secretary of the Treasury to qualify as a surety on obligations permitted or required R under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the State of Texas and is the holder of a certificate of authority from the Untied States Secretary of the Treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. A-2 3. BONDS. A performance bond, a payment bond, and a maintenance bond each for one hundred(100%)percent of the contract price will be required. Reference C3-3.7. 4. WAGE RATES.Not less that the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents. must be paid on this project. _ 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Prior to the award of contract to an out-of-state bidder, the _ bidder shall be licensed to do business in the State of Texas. For licensing procedures, contact the Texas Secretary of State Offices (Telephone Number 1-512-463-5555 or 1-900-263-0060) 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statues, the City of Fort Worth will not award this contract to a nonresident bidder unless'the nonresident's bid is lower that the lowest bid submitted by a Texas resident bidder by the same amount that a Texas resident would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident `s z principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has a place of business in the State of Texas. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) days after the completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, T agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of - their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this A-3 contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against the City arising out of the Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of the contract. 10. DISABILITY: In accordance with provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of the Contractor or any of its subcontractors. Contract warrants it will fully comply with ADA's provision and any other applicable Federal, State, and local laws concerning disability and will defend, indemnify and hold harmless against any claims or allegations asserted by third parties or subcontractors against the City arising out of the Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning disability discrimination in the performance of this contract. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City — contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a _. negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible A-4 — and barred from participating in City work for a period of time of not less that three (3)years. 12. ADDENDA: Bidders wanting further information, interpretation or clarification of the contract documents must make their request in writing to the Fort Worth Water Department Engineering Services, at least 96 hours prior to bid opening. Answers to all such requests will be bound and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omissions from, the Contract Documents, or should the bidder be in doubt as to their meaning, the bidder should at once notify the Fort Worth Water Department Engineering Services, in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Department, prior to 24 hours of the opening of bids with appropriate recognition of addenda so noted in the bid proposal. A-5 PART B s s PROPOSAL (This Proposal must not be removed from this book of Contract Documents) TO: Mr. Charles Boswell City Manager City of Fort Worth, Texas FOR: REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PROJECT NO. P274-704200018080 Includes the furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the installation of all improvements and appurtenant work shown in the plans and specification, all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders", the undersigned bidder, having thoroughly examined the contract documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the inspection and approval of the Director of the Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, and Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: (Furnish and install, including all appurtenant work, complete in place, the following items): FTW94158C 1 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1. 1 LS Mobilization Three Hundred Twenty Thousand Dollars and $320,000.00 $320,000.00 No Cents per LS - 2. 1 LS Clearing and Grubbing Three Thousand Dollars and $3,000.00 $3,000.00 No Cents per LS 3. 1 LS Care of Water During Construction Twenty-Eight Thousand Dollars $28,000.00 $28,000.00 and No Cents per LS 4. 1 LS Demolition Forty-Nine Thousand Five Hundred $49,500.00 $49,500.00 Dollars and No Cents per LS 5. 12,120 CY Excavation of PCB-Contaminated Soils (PCLE Zone) One Hundred Eleven Thousand Five $9.20 $111,504.00 Hundred Four Dollars and No Cents per CY 5A. 16,420 CY Transportation of PCB-Contaminated Soils (PCLE Zone) Two Hundred Ten Thousand One $12.80 $210,176.00 Hundred Seventy-Six Dollars and No Cents per CY 6. 15,550 CY Disposal of Class II PCB-Contaminated Soils < 50 ppm (PCLE Zone) $7.25 $112,737.50 One Hundred Twelve Thousand Seven Hundred Thirty-Seven Dollars and Fifty Cents per CY FTW94158C 2 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 7. 870 CY Disposal of PCB-Contaminated Soils > 50 ppm (PCLE Zone) Sixty-Nine Thousand Eight Hundred $80.25 $69,817.50 Seventeen Dollars and Fifty Cents per CY 8. 600 EA Confirmation Sampling and Testing (EPA Method 8082) of Composite Samples in PCLE Zone $253.00 $151,800.00 One Hundred Fifty-One Thousand Eight Hundred Dollars and No Cents per EA 8A. 26 EA TCLP Testing for RCRA Metals Five Thousand Eight Hundred Fifty $225.00 $5,850.00 Dollars and No Cents per EA 9. 450 CY Class 4 Earth Fill (Backfill for Zone 3) Five Thousand Four Hundred Dollars $12.00 $5,400.00 and No Cents per EA 10. 3,385 CY General Required Excavation Sixteen Thousand Nine Hundred Twenty-Five Dollars and $5.00 $16,925.00 No Cents per CY 11. 2,620 LF Trench Safety System Ten Thousand Four Hundred $4.00 $10,480.00 Eighty Dollars and No Cents per LF 12. 1,900 CY Class 3 Earth Fill Nineteen Thousand Dollars and $10.00 $19,000.00 No Cents per CY FTW94158C 3 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 13. 380 CY Class 12 Earth Fill Four Thousand Five Hundred Sixty $12.00 $4,560.00 Dollars and No Cents per CY 14. 409,000 SF HDPE Geomembrane (40 mil) Liner One Hundred Forte-Three Thousand One Hundred Fifty Dollars and $0.35 $143,150.00 No Cents per SF 15. 45,450 SY Geotextile Fifty-Nine Thousand Eighty-Five $1.30 $59,085.00 Dollars and No Cents per SY 16. 305 SY Geonet Composite with Geotextile Two Thousand Two Hundred Eighty- $7.50 $2,287.50 R Seven Dollars and Fifty Cents per SY 17. 330,000 SF Infilled Synthetic Turf System Nine Hundred Thousand Nine Hundred $2.73 $900,900.00 Dollars and No Cents per SF 18. 6,200 CY Turf System Aggregate Fill Two Hundred Eighty-Six Thousand $46.29 $286,998.00 Nine Hundred Ninety-Eight Dollars and No Cents per CY 19. 52,000 SY Lime-Stabilized Subgrade One Hundred Fifty-Six Thousand $3.00 $156,000.00 Dollars and No Cents per SY 20. 1671 LF 36-inch HDPE Drainage Pipe One Hundred Fortv-Seven Thousand $88.00 $147,048.00 Forty-eight Dollars and No Cents per LF FTW94158C 4 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 21. 196 LF 30-inch HDPE Drainage Pipe Eleven Thousand Three Hundred Sixty- $58.00 $11,368.00 Eight Dollars and No Cents per LF 22. 740 LF 24-inch HDPE Drainage Pipe = Twenty-Nine Thousand Six Hundred $40.00 $29,600.00 Dollars and No Cents per LF 23. 299 LF 18-inch HDPE Drainage Pipe Ten Thousand Seven Hundred Sixty- Four Dollars and $36.00 $10,764.00 No Cents per LF Jft 24. 483 LF 15-inch HDPE Drainage Pipe Fourteen Thousand Nine Hundred $31.00 $14,973.00 b Seventy-Three Dollars and No Cents per LF 25. 424 LF 12-inch HDPE Drainage Pipe Ten Thousand Six Hundred Dollars $25.00 $10,600.00 and No Cents per LF 26. 35 LF 4-inch HDPE Drainage Pipe Seven Hundred Dollars and $20.00 $700.00 No Cents per LF 27. 1 LS Composite Drains for Turf System(Oblong Pipe) $22,000.00 $22,000.00 - Twenty-Two Thousand Dollars and No Cents per LS Flowable Fill Encasement for 36-inch 28. 400 LF HDPE Drainage Pipe Forty-Four Thousand Dollars and $110.00 $44,000.00 No Cents per LF FTW94158C 5 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 29. 420 SY Paving Repair and Resurfacing Twenty-One Thousand Dollars and $50.00 $21,000.00 No Cents per LF 30. 2,225 CY 5" Reinforced Concrete Pavement Six Hundred Eighty-Nine Thousand $310.00 $689,750.00 Seven Hundred Fifty Dollars and No Cents per CY 31. 17,100 SF Concrete Pavers Sixty-Eight Thousand Four Hundred $4.00 $68,400.00 Dollars and No Cents per SF 32. 20 CY 4" Concrete Sidewalk Four Thousand Eight Hundred Dollars $240.00 $4,800.00 and No Cents per CY 33. 1 LS Hydro-Mulch Seeding Five Thousand Dollars and $5,000.00 $5,000.00 No Cents per LS 34. 3 EA 4-Foot Square Manhole Thirteen Thousand Two Hundred $4,400.00 $13,200.00 Dollars and No Cents per EA 35. 1 EA 5-Foot Square Manhole Seven Thousand Dollars and $7,000.00 $7,000.00 No Cents per EA 36. 1 LS Striping, Wheel Stops and Signage as per the Drawings $4,500.00 $4,500.00 Four Thousand Five Hundred Dollars and No Cents per LS FTW94158C 6 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 37. 1090 LF 18-Foot Chain Link Fence Forty-Three Thousand Six Hundred $40.00 $43,600.00 Dollars and No Cents per LF 38. 2205 LF Removal of 6-Foot Chain Link Fence Five Thousand Five Hundred Twelve $2.50 $5,512.50 Dollars and Fifty Cents per LF 39. 1365 LF 6-Foot Chain Link Fence and Gates Fifty-Four Thousand Six Hundred $40.00 $54,600.00 Dollars and No Cents per LF 40. 1 LS Plug /Abandon Irrigation Lines Six Hundred Dollars and $600.00 $600.00 No Cents per LS 41. 11-S New Irrigation System Three Thousand Dollars and $3,000.00 $3,000.00 No Cents per LS - 42. 1 LS Front Entry Wall and Ornamental Fence Forty-Six Thousand Dollars and $46,000.00 $46,000.00 No Cents per LS 43. 1 LS Drilled Shaft Foundations for Light Standards, Scoreboards, Pavilion Supports, Rugby Goal Posts and 24" and 36" Concrete Columns $54,500.00 $54,500.00 Fifty-Four Thousand Five Hundred Dollars and No Cents per LS FTW94158C 7 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 44. 1 LS Removal / Replacement of Rugby Goal Posts and Goal Post Padding as per the Drawings Six Thousand Seven Hundred $6,700.00 $6,700.00 Dollars and No Cents per LS 45. 1 LS Electrical Service to Pavilion, Light Poles and Scoreboards Fifteen Thousand Dollars and $15,000.00 $15,000.00 No Cents per LS 46. 1 LS 60-Foot Diameter Pavilion Shelter Seventy-One Thousand One Hundred $71,100 $71,100.00 Dollars and No Cents per LS 47. 1 LS 24" and 36" Concrete Columns (including steel columns) $44,000.00 $44,000.00 Forty-Four Thousand Dollars and No Cents per LS 48. 1 LS Player Benches and Scorer's Table Five Thousand Six Hundred $5,600.00 $5,600.00 Dollars and No Cents per LS 49 3 EA Scoreboards Sixteen Thousand Two Hundred $5,400.00 $16,200.00 Dollars and No Cents per EA 50. 1 LS Light Standards, Light Fixtures and Relocation of Existing Light Standards Two Hundred Fifty Thousand Dollars $250,000.00 $250,000.00 and No Cents per LS FTW94158C 8 REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 51. 6 EA Portable Galvanized Steel Soccer (3 pair) Goals $2,000.00 $12,000.00 Twelve Thousand Dollars and No Cents per EA REMOVAL ACTION AND RENOVATION OF SOCCER AND RUGBY FIELDS AT GATEWAY PARK SUBTOTAL TOTAL AMOUNT OF BASE BID (ITEMS 1 through 51) $4,400,286.00 FTW94158C 9 sem.