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HomeMy WebLinkAbout81551 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 RESOLUTION NO. 8,155 A RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT WITH JOYNER -FORD & BURRE TO CONSTRUCT BRIDGE MODIFICATIONS FOR THE FOURCHE CREEK DRAINAGE PROJECT. 281 NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, ARKANSAS: SECTION 1: The City Manager is hereby authorized to enter into a contract with Joyner -Ford & Burke, for an amount not to exceed $887,000 ($771,018.10 bid amount plus 15% contingency) to construct bridge modifications for the Fourche Creek Drainage Project; said funds are available in Account #499- 220 -8666. ADOPTED: June 6, 1989 ATTEST: CI9 CLERK JAN9 CZECH APPROVED AS TO FORM: MARK STODOLA, CITY ATTORNEY APPROVED: MAYOR FLO D G. VILLINES, III k- Z to 10 _8 KULLAND CONSULTING ENGINEERS, INC. Project Name: Fourche Creek Bridges for Rodney Parham, John Barrow and 36th Street Bridges at Grassy Flat and Rack Creeks Project No.: YYBB -2105 Bid Date/Time: May 10, 1989; 2:00 P.M. Place: City Ball Little Rock, Arkansas I= Page I Certified Correct 2 8 MCCLILLAND CONSULTING ENGINEERS, INC. Roger 0 Dodds, P. E. Arkansas Registration No. 6795 --------------------------------------------------------------------------------------------------------------- Joyner -Ford A Burke ; Lawrence Brothers, Inc.; Construction Co., Inc. ----------------------- -'- --------------- --- ---- --' ;ESTIMATED; ; UNIT ; ; UNIT ITEMS ; QTY ; UNIT ; PRICE AMOUNT PRICE ; AMOUNT ; 1. M Mobilization and Naint. of Traffic 1 1 ; L LS ; 1 155,000.00 ; $ $55,000.00 ; $ $48,000.00 ; $ $48,000.00 2. S Site Preparation ; ; 1 ; L LS ; $ $25,000.00 ; $ $25,000.00 ; $ $60,000.00 ; $ $60,000.00 3. R Removal A Disposal of Existing ; ; 1 ; L LS ; $ $25,000.00 ; $ $25,000.00 ; $ $30,000.00 ; $ $30,000.00 Bridge Elements 4. U Unclassified Channel Excavation ; ; 14,329 ; C CY ; $ $3.50 ; $ $50,151.50 ; $ $8.25 3118,214.25 5. U Unclassified Structural Excavation ; ; 2,695 ; C CY ; $ $20.00 ; $ $53,900.00 ; $ $50.00 1$134,750.00 6. A ACHE Binder Course Type II 2 258 ; T TONS ; $ $33.00 ; $ $8,514.00 ; $ $45.00 ; $ $11,610.00 (Class 7 Aggregate) 7. A ACBN Asphalt Stabilized Base Course ; ; 389 ; T TONS ; $ $31.00 ; $ $12,059.00 ; $ $45.00 ; $ $17,505.00 (Class 7 Aggregate) B. A Asphaltic Concrete Hot Nix ; ; 129 ; T TONS ; $ $35.00 ; $ $4,515.00 ; $ $45.00 ; $ $5,805.00 Surface Course (Type II) 9. C Concrete Curb and Gutter - Type A 2 200 ; L LF $ $9.00 ; $ $1,800.00 ; $ $10.00 ; $ $2,000.00 10. R Remove A Replace 24' Corrugated 2 20 ; L LF $ $25.00 ; $ $500.00 ; $ $28.00 ; $ $560.00 Steel Pipe ;11. 1 18' R. C. P. - Class III 5 50 ; L LF ; $ $25.00 ; $ $1,250.00 ; $ $28.00 ; $ $1,400.00 ;12. C Curb Inlets ; ; 1 ; E E1 ; $ $1,200.00 ; $ $1,200.00 ; $ $I,D00.DO ; $ $1,000.00 13. M Modify Existing Curb Inlet to ; ; 1 ; E Es ; $ $1,000.00 ; $ $1,000.00 ; $ $2,000.00 ; $ $2,000.00 Drop Inlet ;14. G Guard Rail - Type A ; ; 120 ; L LF $ $14.40 ; $ $1,728.00 ; $ $16.00 ; $ $1,920.00 ;15. C Concrete Sidewalk ; ; 53 ; S SY ; $ $16.00 ; $ $846.00 ; $ $24.00 ; $ $1,272.00 ;16. C Class S Concrete for Footings ; ; 252 ; C CY ; $ $300.00 ; $ $75,600.00 ; $ $300.00 ; $ $75,600.00 ;17. C Class S (AE) Concrete for Columns, 7 785 ; C CY $ $265.00 ;$208,025.00 ; $ $275.00 ;$215,875.00 Caps, Deck, Parapet Walls, and Retaining Walls 1B. R Reinforcing Steel - Grade 60 ; ; 85,410 ; L LB ; $ $0.40 ; $ $34,164.00 ; $ $0.45 ; $ $38,434.50 for Footings, Walls, and Caps for Bridge Desks_ ;20. Removing and Installation of Precast; Slab Units, Curb Units, and ; Railing for John Barrow Bridge ; ;21. Replace Damaged Exterior Deck Unit ; for John Barrow Bridge ; ;22. 6' Channel Paving under ; John Barrow Bridge 23. Fabricated Steel Bridge Railing ; and Precast Concrete Posts for ; John Barrow Bridge ; ;24. Aluminum Railing Type A for ; Rodney Parham Bridge ;25. Boiled Linseed Oil ; ;26. Traffic Loop Detector, Feeder Wire ; A Junction Boxes at Rodney Parham; ;27. Removal and Installation of Precast ; Concrete Units, Curbs, Posts and ; Bridge Rail, 36tb Street Bridge ; ;28. Precast Concrete-Interior-and-Units,! 36th Street Bridge ; ;29. Precast Concrete Curbs, ; 36tb Street Bridge ; ;30. Precast Concrete Posts and Bridge ; Rail, 36th Street Bridge ; 131. Grouted Riprap (18' Thickness) ; ;32. Extend 18' CH at Grouted Riprap, ; Rodney Parham Bridge ;33. Seeding, Fertilizing, and Mulching ; ;34. Repair Parking Lot Retaining Wall, John Barrow Bridge ; TOTAL BASE BID ALTERNATE BID 191. Epoxy Coated Reinforcing Steel 1 ; LS ; $4,500.00 ; $4,500.00 ; $10,000.00 1 ; Ed ; $2,000.00 ; $2,000.00 ; $3,000.00 1,414 ; SY ; $42.00 ; $59,38B.00 ; $40.00 140 ; LF ; $84.00 ; $11,760.00 ; $60.00 133 ; LF ; $59.00 ; $7,847.00 ; $70.00 33.1 ; GAL ; $15.00 ; $496.50 ; $10.00 1 ; LS ; $1,000.00 ; $1,000.00 ; $1,500.00 1 ; LS ; $5,000.00 ; $5,000.00 ; $12,000.00 32 -; 1A $1,757.00. ; 356,224.00 ;_11,800.00 8 ; 1A ; $863.00 ; $6,904.00 ; $1,000.00 248 ; LF ; $25.00 ; $6,200.00 ; $40.00 60 ; Sy ; $40.00 ; $2,400.00 ; $100.00 8 ; LF ; $30.00 ; $240.00 ; $40.00 0.7 ; AC $1,500.00 ; $1,050.00 ; $1,200.00 1 ; LS ; $1,500.00 ; $1,500.00 ; $1,500.00 310,000.00 $3,000.00 $56,560.00 $8,400.00 $9,310.00 $33I.00 $1,500.00 $12,000.00 $57,600.00 $8,000.00 $9,920.00 $6,000.00 $320.00 $840.00 $1,500.00 �& 3987,439.65 '771018,10 80,462 LB $0.55 $44,254.10 $0.55 $44,254.10 TOTAL BASE BID ALTERNATE BID $636,191.88 $912,430.70 1BA. Epoxy Coated Reinforcing Steel 60,462 LB $0.56 $45.05B.72 $0.16 $6$.151.12 283 kCLELLAND CONSULTING ENGINEERS, INC. Page 2 Project lame: Fourche Creek Bridges for Rodney Parham, Certified Correct John, .Barrow; aod,38th_ Street.BFidges NCCLBLLARD CONSULTING UGINEERS, INC. at Giaiay liat -nd Creeia ,iock Project No.. FT88 -2105 Bid Date/Time: May 10, 1989; 2:00 P.N. Place: City Hall; '. Boger 0. Dodds, P. B. Little Rock, Arkansas Arkansas Registration No. 6795 -------------------------------- -- ---- ------ --------------------------------------------------------------- Nehaffy Construction ; Township Builders, Inc. 1 Company, Inc. -------------------------;------- ----------------- ;BSTIMATBD; ; UNIT ; UNIT ; ITEMS ; QTY ; UNIT ; PRICE ; AMOUNT PRICE ; AMOUNT --------------------------------------------------------------------------------------------------------------- 1. Mobilization and Maint. of Traffic 1 ; LS ; $70,000.00 ; $70,000.00 ; $36,000.00 ; $36,000.00 2. Site Preparation I ; LS ; $60,000.00 ; $60,000.00 ; $16,000.00 ; $16,000.00 ; 3. Removal A Disposal of Existing 1 ; LS ; $35,000.00 ; $35,000.00 ; $53,000.00 ; $53,000.00 ; Bridge Elements 4. Unclassified Channel Excavation 14,329 ; CT $5.25 ; $75,227.25 ; $6.50 ; $93,136.50 ; 5. Unclassified Structural Excavation ; 2,695 ; CT ; $16.50 ; $44,467.50,; $5.00 ; $13,475.00 ; 6. AM Binder Course Type II ; 258 ; TONS ; $34.00 ; $8,772.00 ; $54.00 ; $13,932.00 (Class 7 Aggregate) 7. ACHM Asphalt Stabilized Base Course ; 369 ; TONS ; $36.00 ; $14,004.00 ; $54.00 ; $21,006.00 (Class 7 Aggregate) B. Asphaltic Concrete Hot Nix ; 129 ; TONS ; $38.00 ; $4,902.00 ; $54.OD ; $6,966.00 ; Surface Course (Type 11) 9. Concrete Curb and Gutter - Type A ; 200 ; LF $10.00 ; $2,000.00 ; $6.00 ; $1,200.00 ;10. Remove A Replace 24' Corrugated ; 20 ; LF ; $40.00 ; $800.00 ; $35.00 ; $700.00 ; Steel Pipe ; ; ; ; $3.00 ;11. 16, R. C. P. - Class III ; 50 ; LF $35.00 ; $1,750.00 ; $36.00 ; $1,800.00 1 ;12. Curb Inlets ; 1 ; EA ; $1,500.00 ; $1,500.00 ; $1,400.00 ; $1,400.00 ;13. Modify Existing Curb Inlet to ; 1 ; EA ; $1,500.00 ; $1,500.00 ; $1,400.00 ; $1,400.00 Drop Inlet ;14. Guard Rail - Type A 120 ; LF $20.00 ; $2,400.00 ; $29.00 ; $3,480.00 ;15. Concrete Sidewalk ; 53 ; ST ; $20.00 ; $1,060.00 ; $17.00 ; $901.00 16. Class S Concrete for Footings 252 ; CT ; $240.00 ; $60,480.00 ; $174.00 ; $43,848.00 17. Class S (AE) Concrete for Columns, 785 ; CT ; $250.00 ;$196,250.00 ; $403.00 3316,355.00 Caps, Deck, Parapet Walls, and Retaining Walls 18. Reinforcing Steel - Grade 60 85,410 ; LB $0.42 ; $35,872.20 ; $0.60 ; $51,246.00 for Footings, Walls, and Caps 19. Reinforcing Steel - Grade 60 80,462 ; LB $0.42 ; $33,794.04 ; $0.60 ; $48,277.20 for Bridge Decks 20. Removing and Installation of Precast; 1 ; LS $5,000.00 ; $5,000.00 ; $13,000.00 ; $13,000.00 Slab Units, Curb Units, and Railing for John Barrow Bridge ;21. Replace Damaged Exterior Deck Unit ; I ; EA ; $2,000.00 ; $2,000.00 ; $4,000.00 ; $4,000.00 for John Barrow Bridge ;22. V Channel Paving under ; 1,414 ; ST ; $30.00 ; $42,420.00 ; $18.00 ; $25,452.00 John Barrow Bridge ;23. Fabricated Steel Bridge Bailing ; 140 ; LF ; $100.00 ; $14,000.00 ; $117.00 ; $15,380.00 and Precast Concrete Posts for John Barrow Bridge ;24. Aluminum Railing Type A for 133 ; LF ; $80.00 ; $10,640.00 ; $80.00 ; $10,640.00 Rodney Parham Bridge ;25. Boiled Linseed Oil ; 33.1 ; GAL ; $30.00 ; $993.00 ; $20.00 ; $662.00 ;26. Traffic Loop Detector, Feeder lire ; 1 ; LS ; $15,000.00 ; $15,000.00 ; $3,000.00 ; $3,000.00 A Junction Boxes at Rodney Parham; ;27. Removal and Installation of Precast ; 1 ; LS $5,00.DO ; $5,000.00 ; $14,000.00 ; $14,000.00 Concrete Units, Curbs, Posts and Bridge flail, 36th Street Bridge ;28. Precast-Concrete Interdor_aad- Dnits„ __ _ 32_;_ L $1,860.00. ;_$59, 520.00_;, $2,400.00_ 1_$76,800.00 36th Street Bridge ;29. Precast Concrete Curbs, ; 8 ; EA ; ;950.00 ; $7,600.00 ; $1,100.00 ; $8,500.00 36th Street Bridge ;30. Precast Concrete Posts and Bridge 248 ; LF $30.00 $7,440.00 ; $43.00 ; $10,664.00 Rail, 36th Street Bridge 31. Grouted Riprap (18" Thickness) 60 ; ST $60.00 ; $3,600.00 ; 534.00 ; $2,040.00 ;32. Extend 16' CH at Grouted Riprap, ; 8 ; LF $50.00 ; $400.00 ; $21,00 ; $168.00 Rodney Parham Bridge ;33. Seeding, Fertilizing, and Mnlcbing ; 0.7 ; AC ; $4,000.00 ; $2,600.00 ; $1,000.00 ; $700.00 ;34. Repair Parking Lot Retaining Wall, ; 1 ; LS $10,000.00 ; $10,000.00 ; $2,000.00 ; $2,000.00 John Barrow Bridge ; TOTAL BASE BID ALTERNATE BID $636,191.88 $912,430.70 1BA. Epoxy Coated Reinforcing Steel 60,462 LB $0.56 $45.05B.72 $0.16 $6$.151.12 283