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04-37
Resolution No. 04-37 RESOLUTION APPROVING CHANGE ORDER NO. 2 AND FINAL IN THE CONTRACT WITH PLOTE CONSTRUCTION FOR THE SOUTH McLEAN BOULEVARD WIDENING AND RECONSTRUCTION PROJECT WHEREAS,the City of Elgin has heretofore entered into a contract with Plote Construction for the South McLean Boulevard Widening and Reconstruction Project; and WHEREAS,it is necessary and desirable to modify the terms of the contract as is described in Change Order No. 2 and Final, attached hereto. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,ILLINOIS,that David M.Dorgan,City Manager,be and is hereby authorized and directed to execute Change Order No. 2 and Final,a copy of which is attached hereto and made a part hereof by reference. s/Ed Schock Ed Schock, Mayor Presented: February 25, 2004 Adopted: February 25, 2004 Omnibus Vote: Yeas: 6 Nays: 0 Attest: s/Dolonna Mecum Dolonna Mecum, City Clerk ELGIN,ILLINOIS PROJECT 339574 CHANGE ORDER No. 2 and Final SCOPE: This Change Order No. 2 and Final is to balance line items with actual quantities used on the South McLean Blvd. Widening and Reconstruction Project. The general contractor for this project is Plote Construction of Elgin, II. REASONS FOR CHANGE: The circumstances which necessitate the change in performance were not reasonably foreseeable at the time the contract was signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The amount the contract will be revised is as follows: See Attachment A The revised contract with Plote Companies, Inc. Is $3,384,695.71. By reason of Change Order No. 2, the contract for the South McLean Blvd. Widening and Reconstruction Project will decrease in the amount of nineteen thousand, four hundred eighty-eight and 47/100 dollars ($19,488.47). The new contract amount, inclusive of Change Order No. 2 is three million, three- hundred sixty-five thousand, two-hundred seven and 24/100 dollars ($3,365,207.24). CHANGE ORDER No. 2 and Final January 14,2004 Page 2 OTHER CONTRACT PROVISIONS: All other contract provisions shall remain the same. Agreed to this 7;; day of C , , 2004. Recommended: ENGINEERING DIVISION BY: .rQ t Title: i Date: / '' 17— 04-- Accepted: Plote Construction Party of the second part (Contractor) By: Title: Ago cT "fr1/1./a>2 • Date: /— /7 —O Approved: CITY OF ELGIN Party of the First Part (Owner). BY: i4�►"-- --- Title:C /41 --�- Date: /;/ Pay Item Description Unit Quantity Unit Price Addition Deduction 20100110 Tree Removal (6 to 15 units) UNIT 152.2, $9.30 $1,415.46 20100210 Tree Removal(over 15 units) UNIT 42.5, $11.30 $480.25_ 20101000 Temporary Fence FOOT 10 $6.00 $60.00 20101100 Tree Trunk Protection EACH 17 $95.00 $1,615.00 20200100 Earth Excavation CU YD 1730.7 $10.15, $17,566.61 Removal&Disposal of Unsuitable 20201200 Material CU YD 5109 $8.75 $44,703.75 20500200 Ebankment, Special CU YD 1945.1, $4.00 $7,780.40 20700420 PGE, Subgrade CU YD 1506 $30.00 $45,180.00 20800150 Trench Backfill CU YD 138.7 $20.00 $2,774.00_ 21101615 Top Soil Furn and Place,4" SQ YD 8779.1 $2.55 $22,386.71 25000210 Seeding, Class 2A ACRE 3 $1,269.00 $3,807.00 25000350 Seeding, Class 7A ACRE 0.4 $655.00 $262.00_ 25000400 Nitrogen Fert Nutr LBS 147.6 $0.85 $125.46 25000500 Phos Fert Nutr LBS 147.6 $0.85 $125.46 _ 25000600 Potas Fert Nutr LBS 147.6 $0.85 $125.46 25100115 Mulch,Method 2 ACRE 3 $690.00 $2,070.00 25100630 Erosion Control Blanket SQ YD 8585 $1.00 $8,585.00_ 25200110 Sodding, Salt Tolerant SQ YD 11834.1 $3.25 $38,460.83 25200200 Supplemental Watering UNIT 280 $1.00 $280.00- 28000200 Earth Excavation for Erosion CU YD 42 $35.00 $1,470.00 28000300 Temporary Ditch Checks EACH 4 $161.00 $644.00 28000400 Permeter Erosion Barrier FOOT 473 $2.60 $1,229.80 28000500 Inlet and Pipe Protection EACH 16 $184.00 $2,944.00 28200100 Filter Fabric for Rip Rap SQ YD 15 $10.00 $150.00 31100300 Sub-Base Gran Matrl,4" SQ YD 293 $9.00 $2,637.00 35500300 Bit Base CSE,6" SQ YD 262.4 $28.35 $7,439.04 35500500 Bit Base CSE,8" SQ YD 55.4 $28.65 $1,587.21 35500700 Bit Base CSE, 10" SQ YD 614 $14.40 $8,841.60 35600500 Bit Base Cse Widening, 10" SQ YD 20 $16.25 $325.00 40600100 Bit Matls(Prime Coat) Gal 11046 $0.01 $110.46 40600300 Agg(Prime Coat) TON 36 $5.00 $180.00 40600400 Mix for cracks,joints TON 1 $350.00 $350.00 40600540 Leveling Binder, MM TON 5 $75.00 $375.00 40600640 Leveling Binder, HM TON 8.1 $75.00 $607.50 40600760 Bit Conc Bind Cse, Mix B, T-2 TON 218.5 $29.60 $6,467.60 40600850 Bit Conc Surf Cse,Mix D,T-2 TON 207.5 $35.80 $7,428.50 40600980 Bit Surf Remov, Butt Joint SQ YD 577.3 $7.05 $4,069.97 40800040 Incidental Bit Surfacing TON 11.2 $88.00 $985.60 42001300 Protective Coat SQ YD 3595.8 $1.00 $3,595.80_ 42300200 PCC Driveway,6" SQ YD 19.9 $24.75 $492.53 42300400 PCC Driveway, 8" SQ YD 142.8 $27.50 $3,927.00 42400200 PCC Sidewalk, 5" SQ FT 742.5 $2.65 $1,967.63 4400015 Bit Surface Removal,6" , SQ YD 200 $8.00 $1,600.00 44000030 Bit Surface Rem(Var Depth) SQ YD 342 $2.75 $940.50 44000100 Pavement Removal SQ YD 1718 $10.00 $17,180.00 44000200 Driveway Pavement Rem SQ YD 918 $8.00 $7,344.00 44000500 CC&G Rem FOOT 24 $4.00 $96.00 44000600 Sidewalk Removal SQ FT 831 $1.00 $831.00 44002600 Gutter Outlet Removal FOOT 20 $6.00 $120.00 44201398 Class C Patches,Type I, 14" SQ YD 30 $56.50 $1,695.00 44201403 Class C Patches,Type II, 14" SQ YD 20 $56.50 $1,130.00 44201811 Class D Patches,Type I, 14" SQ YD 15 $100.00 $1,500.00 44201815 Class D Patches, Type II, 14" SQ YD 33.9 $100.00 $3,390.00 4300200 Strip Reflective Crack Control FOOT 300 $5.16 $1,548.00 50100100 Removal of Existing Structures EACH 2 $600.00 $1,200.00 50200100 Structure Excavation CU YD 15 $40.00 $600.00 50300225 Concrete Structures CU YD 0.36 $410.00 $147.60 50300255 Concrete SuperStructures CU YD 2 $695.00 $1,390.00 50300260 Bridge Deck Grooving SQ YD 3 $14.50 $43.50 50300300 Protective Coat SQ YD 140 $1.50 $210.00 ` 50800105 Reinforcement Bars Pound 21 $0.85 $17.85_ 50800205 Reinforcement Bars, Epoxy Ctd Pound 301 $0.95 $285.95 _ 51000105 Pipe Handrail FOOT 5.8 $160.00 $928.00 51205200 , Temporary Sheet Piling SQ FT 425.4 $36.00 $15,314.40 54213669 PRC Flared End Section,24" EACH 1 $560.00 $560.00 5422A012 Pipe Culverts, 12"temp. _ FOOT 8 $19.00 $152.00 54247130 _Grating, Flared End Section,24 EACH 1 $290.00 $290.00 54247140 Grating, Flared End Section, 27 EACH 1 $370.00 $370.00 54248510 _Concrete Collar CU YD 2 $400.00 $800.00 542A0217 Pipe Culverts, 12" FOOT 40 $20.00 $800.00_ 550A0050 Storm Sewers,T-1, 12" FOOT 24.6 $20.00 $492.00 550A0120 Storm Sewers,T-1,24" FOOT 22.5 $33.00 $742.50 550A0130 Storm Sewers,T-1,27" FOOT 0.7 $38.00 $26.60 550A0340 Storm Sewers,T-2, 12" FOOT 41.3 $21.00 $867.30 550A0360 Storm Sewers,T-2, 15" FOOT 3.5 $22.00 $77.00 550A0380 Storm Sewers, T-2, 18" FOOT 3.2 $25.00 $80.00 550A0410 Storm Sewers,T-2,24" FOOT 129.3 $34.00 $4,396.20 550A0480 Storm Sewers,T-2,48" FOOT 14 $75.00 $1,050.00 550A0710 Storm Sewers,T-3,24" FOOT 4.3 $39.00 $167.70_ 550A2320 Storm Sewers, RG,T-1, 12" FOOT 238.3 $21.00 $5,004.30 550A2330 Storm Sewers, RG, T-1, 15" FOOT 2 $23.00 $46.00 550A2520 Storm Sewers, RG,T-2, 12" FOOT 110 $22.00 $2,420.00 550B0020 Storm Sewers, CL-B,T-1, 6" FOOT 32 $19.00 $608.00 550B0030 _Storm Sewers, CL-B,T-1, 8" FOOT 32 $20.00 $640.00 55034700 SS,T-1, RCEP, 53 x 34 FOOT 1.5 $82.00 $123.00 55100500 Storm Sewer Removal, 12" FOOT 190 $5.00 $950.00 55100700 Storm Sewer Removal, 15" FOOT 15 $6.00 $90.00 55101200 Storm Sewer Removal,24" FOOT 226 $6.00 $1,356.00 56100700 Water Main, 8" FOOT 148 $55.00 $8,140.00 56300300 Adj Water Service Lines FOOT 150 $22.00 $3,300.00 56400100 Fire Hydrants to be Moved EACH 2 $1,800.00 $3,600.00 60107600 Pipe Underdrains,4" FOOT 260 $15.00 $3,900.00 60109530 Pipe Underdrains, Fab Tr, 8" FOOT 210 $18.00 $3,780.00 60200805 CB, T-A,4"-Dia., T-8 Grate EACH 2 $1,200.00 $2,400.00 60202710 CB,T-A,4"-Dia., Special Grate EACH 1 $1,650.00 $1,650.00 60218400 MH,T-A,T-1 Frame EACH 1 $1,300.00 $1,300.00 60221100 MH,T-A, 5'-Dia.,T-1 Frame EACH 1 $2,000.00 $2,000.00 60223800 MH,T-A,6'-Dia.,T-1 Frame EACH 1 $3,400.00 $3,400.00 60236400 Inlets,T-A,T-8 Grate EACH 4 $490.00 $1,960.00 60238700 Inlets, T-A, Special Grate EACH 2 $1,010.00 $2,020.00 60248900 Valve Vaults, T-A, 5'-Dia. EACH 3 $1,500.00 $4,500.00 60252800 Catch Basins to be Recon EACH 1 $820.00 $820.00 60257900 MH to be Reconstructed EACH 1 $820.00 $820.00 60265700 W to be Adjusted EACH 2 $210.00 $420.00 60266600 Valve Boxes to be Adjusted EACH 19 $125.00 $2,375.00 60266800 Valve Boxes to be Replaced EACH 4 $490.00 $1,960.00 60300105 Frames&Grates to be Adj EACH 2 $210.00 $420.00 60300305 Frames& Lids to be Adj EACH 2 $210.00 $420.00 60500040 Removing Manholes EACH 1 $150.00 $150.00 60600095 Class SI Concrete(outlet) CU YD 6 $225.00 $1,350.00 60600605 Conc Curb,T-B FOOT _ 556.8 $10.90 $6,069.12 60603800 CC&G Type B-6.12 FOOT 505.5 $10.90 $5,509.95 60604400 CC&G Type B-6.18 FOOT 56 $11.90 $666.40 60605000 CC&G Type B-6.24 FOOT 741 $12.65 $9,373.65 60607400 CC&G Type B-9.24 FOOT 81 $13.25 $1,073.25_ 61100500 Exploration Trench 52" Depth FOOT 35 $14.00 $490.00 67000400 Engineer's Field Office,T-A CAL MO 0.25 $2,500.00 $625.00 70300210 Tern Pavt Markin Lts& Sym SQ FT 177.1 $1.10 $194.81 70300220 Temp Pavt Marking, Line 4" FOOT 11893.5 $0.16 $1,902.96 70300240 Tern Pavt Markin o, Line 6" FOOT 119 $0.24 $28.56 70300t Marldng, Line 12" FOOT 75 $0.60 $45.00 70300280 Temp Pavt Marking, Line 24" FOOT 105 $1.00 $105.00 70301000 Work Zone Pavt Mark Rem SQ FT 2300 $1.05 $2,415.00 78000100 Thermo Pavt Mark-Ltrs&Sym SQ FT 355.6 $2.25 $800.10 78000200 Thermo Pavt Mark-Line 4" FOOT 591 $0.34 $200.94 78000400 Thermo Pavt Mark-Line 6" FOOT 735 $0.52 $382.20 78000600 Thermo Pavt Mark-Line 12" FOOT 76 $1.10 $83.60 78000650 Thermo Pavt Mark-Line 24" FOOT 64 $1.99 $127.36 78001100 Paint Pavt Mark- Lts&Sym SQ FT 50 $1.00 $50.00 78001110 Paint Pavt Mark-Line 4" FOOT 13389 $0.12 $1,606.68 78001130 Paint Pavt Mark-Line 6" FOOT 1204 $0.18 $216.72 78001150 Paint Pavt Mark-Line 12" FOOT 510 $0.40 $204.00 78001180 Paint Pavt Mark-Line 24" FOOT 154 $1.00 $154.00 78003110 Pref Plast Pavt Marl- Line 4" FOOT 24 $2.00 $48.00 78003130 Pref Plast Pavt Marl-Line 6" FOOT 9 $4.00 $36.00 78100100 Raised Pavt Marker EACH 208 $19.50 $4,056.00 78300100 Pavt Marking Removal SQ FT 1443 $0.50 $721.50 81000400 Cond T, 1 1/4", Galv StI FOOT 45 $4.80 $216.00 81000600 Cond T, 2", Galv Stl FOOT 803 $5.45 $4,376.35 81000700 Cond T,2 1/2", Galv Stl FOOT 34 $7.40 $251.60 81000800 Cond T, 3",Galv StI FOOT 90 $8.30 $747.00 81001000 Cond T,4", Galv StI FOOT 101 $11.65 $1,176.65 81018500 Cond P,2",Galv StI FOOT 233 $13.60 $3,168.80 81018900 Cond P,4", Galv StI FOOT 43 $21.80 $937.40 81400100 Handhole-Composite Conc EACH 1 $380.00 $380.00 81400400 Concerte Handhole EACH 6 $580.00 $3,480.00 81500200 T&B for Electrical Work FOOT 1141 $1.60 $1,825.60 81702120 Elec Cbl in Cond,600V 1/C#8 FOOT 540 $0.45 $243.00 83600100 Light Pole Foundation EACH 3 $950.00 $2,850.00 85000200 Maint. exist traffic signal Install EACH 1 $950.00 $950.00 87301215 Elec Cbl in Cnd, Sig No.14, 2C FOOT 4 $0.60 $2.40 87301225 Elec Cbl in Cnd, Sig No.14, 3C FOOT 18 $0.66 $11.88 87301245 Elec Cbl in Cnd,Sig No.14, 5C FOOT 22 $0.69 $15.18 87301255 Elec Cbl in Cnd, Si No.14, 7C FOOT 136 $0.74 $100.64 87301805 Elec Cbl • Service 6 2C FOOT 11 $1.30 $14.30 X0322925 Elec Cbl in Cnd,Tracer FOOT 51 $0.30 $15.30 X0323389 Storm Sewer Connection EACH 1 $500.00 $500.00 X2111000 Topsoil Excavation CU YD 350 $7.84 $2,744.00 X8730027 Elec Cbl in Cnd, Grounding FOOT 359 $1.60 $574.40 XX001429 Form Liner Text Surface SQ FT 148 $8.95 $1,324.60 XX001706 Topsoil Placement CU YD 200 $23.00 $4,600.00 XX003467 MSE Wall (Special) SQ FT 550.4 $95.00 $52,288.00 Z001050 Agg Subgrade, 12" SQ YD 423 $11.25 $4,758.75 Z0002600 Bar Splicers EACH 66 $25.00 $1,650.00 Z0017400 Drainage&Utility Str to be Adj EACH 3 $200.00 $600.00 Z0017700 Drainage&Utility Str to be Rec EACH 1 $820.00 $820.00 Z0019600 Dust Control Watering Unit 250 $52.35 $13,087.50 Z0045002 Pressure Connection 12"x8" EACH 1 $2,225.00 $2,225.00 244 Adjust Watermain 12" FOOT 30 $115.00 $3,450.00 245 Bit Conc Bind Cse, 5" TON 185 $17.25 $3,191.25 246 Cartpath Subgrade Prep SQ YD , 185 $6.00 $1,110.00 247 Concrete Coloring CU YD 1.9 $42.50 $80.75 248 Drain Basin- 12" Dia. EACH 1 $450.00 $450.00 249 Drain Basin- 15"Dia. EACH 2 $450.00 $900.00 251 Drainage Str Adl (6"riser) EACH 1 $200.00 $200.00 252 Exist Sign and Post Rem EACH 4 $75.00 $300.00 253 Fiber Optic in Cond, 12 FMM FOOT 51 $2.85 $145.35 255 Luminaire, Metal Halide,WM EACH 1 $710.00 $710.00 256 Median Island SQ FT 45 $2.65 $119.25 258 Sign Panel SQ FT 29 $10.95 $317.55 _ 259 Sign Post FOOT 47 $12.95 $608.65 263 Temp Access, Comm Ent. EACH 2 $1,000.00 $2,000.00 X0000101 Conduit-T 3"PVC FOOT 50 $8.00 $400.00 X0000102 Unit Duct-1",W3C XLP/USE FOOT 166 $3.00 $498.00 _ X0000103 Detector Loop Repl.TY-1 FOOT 15 $18.60 $279.00 X0000105 14-1 PR Shielded CBLE FOOT 635 $0.80 $508.00 X0000107 SS RG CL-A, T-2,24" FOOT 24 $38.50 $924.00 X0000110 Pavt Marking Tape, T-3,4" FOOT 3547 $1.25 $4,433.75 X0000111 Pavt Marking Tape,T-3,6" FOOT 60 $1.80 $108.00 X0000112 Pavt Marking Tape,T-3, 12" FOOT 209 $3.65 $762.85 X0000113 Pavt Marking Tape,T-3, 24" FOOT 25 $7.40 $185.00 X0000114 Pavt Marking Tape, Lts&Sym SQ FT 21.2 $4.25 $90.10_ 40600760 BCBC, M-B, T-2 Sludge Rd TON 38.9 $29.60 $1,151.44 40600850 BCSC, M-D,T-2 Sludge Rd TON 19.55 $35.80 $699.89 X0000116 * LUM MET Halide,Mat only EACH 11 $160.00 $1,760.00 _ X0000117 * Photo Cell for underpass EACH 1 $700.00 $700.00 _ X0000118 * Day Lilies EACH 62 $11.05 $684.98 _ X0000119 * Convex Mirror at Tunnel L. SUM 1 $576.77 $576.77 _ X0000120 * R&R Ornamental Fence L. SUM 1 $1,022.67 $1,022.67 _ X0000121 * Granit Decrative Rock L. SUM 1 $4,500.00 $4,500.00 FRC01001 * Extra Work Due to Corn-Ed Winter Concrete T&M 1 $9,161.89 $9,161.89 Traffic Control T&M 1 $25,974.33 $25,974.33 _ Curb Prot with Asphalt T&M 1 $18,656.86 $18,656.86 _ Additional Grinding T&M 1 $11,784.18 $11,784.18 _ Temp Strip,Oil Base Paint L. SUM 1 $8,122.17 $8,122.17 Amount of Current Contracts 3,384,695.71 _ Net Change to Date (19,488.47) Amount of Final Contracts 3,365,207.24 TOTAL $308,066.18 $327,554.65 Location: See attached Net Change $19,488.47 Reason: Agreed to: ///97 ,0 0 Da Project Zerintendent Prepared by: l2/►9 0 3 ( �D �\I Dafte Resident Engineer Approved by: J- /7-'04- .A ,- Date Project E: neer Note to preparer:If the space provided above is inadequate,the explanation,nature and reasons for the change should be typed on a separate sheet and attached to the authorization. MCLEAN BLVD. Item No.20100110 Thru 40600850 Current Contract Items These items are being adjusted to balance the line items with the quantities actually used in the building of the new roadway. ($102,432.32 decrease) Item No.X0000116 Luminaire Metal Halide,Material Only This item is to replace the proposed lighting fixtures in the Golf Cart Tunnel. The existing lights were too large and would have been an obstacle to vehicles passing through the tunnel. This item turns over the existing lights to the City of Elgin and replaces the proposed lights with smaller units. ($1,760.00 increase) Item No.X0000117 Photo Cell For Underpass This adds a photocell which will turn the lights in the tunnel on at dusk and when conditions warrant lighting during daylight hours. ($700.00 increase) Item No.X0000118 Day Lilies This adds 62-Day Lilies at the entrance monument on Carriage Way. Day Lilies were removed during construction and the owners asked that they be replaced. ($`576.7.2 increase) Item No.X0000119 Convex Mirror at Tunnel This adds a mirror at the ninety-degree bend along the golf cart path at the tunnel. This will allow golf carts and pedestrians to see each other coming. ($576.77 increase) Item No.X0000120 Remove and Replace Ornamental Fence A section of existing fence along the golf course had to be taken down to allow the installation of a storm sewer to the pond in the golf course property. ($1,022.67 increase) Item No.X0000121 Granite Decorative Rock The Golf Course directors asked that the grass be eliminated along the path at the tunnel and a decorative rock,which would match the wall,be placed instead. ($4500.00 increase) Item No.FRC01001 Extra Work Required Due to ComEd Delays A.Winter Concrete Tunnel work continued into the winter,which required heaters, insulating blankets,special additives for the concrete and additional labor to complete the project before the Spring opening. ($9,161.89 increase) B.Traffic Control Due to the delays,the northbound lane closure had to be maintained for an extended period of time. ($25,974.33 increase) C.Curb Protection with Asphalt As the final surface could not be placed prior to winter. The City of Elgin required that the new curb and gutter be protected from plows by placing a temporary asphalt ramp along the edge of the curb. ($18,656.86 increase) D.Additional Grinding In the spring,once the final surface was ready to be placed.The asphalt placed earlier had to be removed. ($11,784.18 increase) E.Temporary Striping, Oil based Paint Due to the cold weather,the water based paint for the striping could not be used and an oil-based paint was required. ($8,122.17 increase) Total ComEd Delay ($82,913r85 increase) 73,c??.43 `0 OF etc Item No. ��-- ! all` City of Elgin e,„,„$ ° E• to 01 L February 6, 2004 G ; ' °° 01 1 N TO Mayor and Members of the City Council FlNANCfALLY STABLE CITYGOVERNMENT EFFKIENT SERVK ES, FROM: David M. Dorgan, City Manager AND OLWLITYINFRASTRUCTURE John M. Loete, Public Works Direc r SUBJECT: Authorization of Change Order No. 2 and Final Payment for the South McLean Boulevard Widening and Reconstruction Project PURPOSE The purpose of this memorandum is to provide the Mayor and members of the City Council with information to consider authorization of Change Order No. 2 and final payment for the subject project. r RECOMMENDATION It is recommended that City Council authorize execution of Change Order No. 2 for -$19,488.47 and authorize final payment to Plote Construction in the amount of $88,472.10 for the South McLean Boulevard Widening and Resurfacing Project. BACKGROUND The City Council awarded the contract for the South McLean Blvd. Widening and Reconstruction Project to Plote Construction on January 9, 2002. The improvements consisted of a five lane urban cross section with curb and gutter and storm sewer, new signals with right and left turn lanes at College Green Dr., and construction of the golf cart underpass for the Highlands of Elgin Golf Course. Change Order No. 1 ($211,387.00) was authorized by City Council on August 12, 2002. Change Order No. 2 will balance the existing contract pay items (-$102,432.32) and add seven new contract pay items ($82,943.85). The net result will be a deduction to the contract of $19,488.47. The new contract items consist of five new pay items related to construction of the golf cart underpass ($8,599.44) and one new pay item to repair damaged landscaping ($684.98) as a result of construction activities. In addition, one new pay item is for extra work required due to construction delays caused by ComEd ($73,699.43). The project was originally scheduled to be completed by the end of November, 2002. Because of a several month delay in moving utility poles that fell within the tow CO#2 &Final Payment for S. McLean Widening& Reconstruction February 6, 2004 Page 2 widened roadway, the project did not get completed until spring of 2003. This resulted in additional costs to maintain the construction zone through the winter months until the project could be completed. A copy of Change Order No. 2 is attached as Exhibit A. COMMUNITY GROUPS/INTERESTED PERSONS CONTACTED None yr FINANCIAL IMPACT The costs for the final contract with Plote Construction are as follows: • Original Contract Amount : $3,173,308.71 • Change Order No. 1 : $ 211,387.00 • Change Order No. 2 : $ - 19,488.47 • Final Contract : $3,365,207.24 Payments made to date total : $3,276,735.14 Leaving a final payment of : $ 88,472.10 No funds are needed for this change order since is it a net deduction to the contract amount. The project budget totaled $3.953 million of which approximately $38,000 remains. All associated project expenses have been charged to the Riverboat Lease Fund budget, account number 276- 0000-791.93-80, project number 339574, "South McLean Boulevard Widening and Reconstruction". The S. McLean Widening Project can not be completely closed out at this time because the engineer, URS, has several work items to complete. The original project, from Spartan Drive to Bowes Road, was a joint project for Kane County and the City. The City was the lead agency and contracted with URS for the design of the entire length. We subsequently proceeded with construction on the northern half on an accelerated schedule. The county portion to the south will be constructed in 2004/2005. ape-AL IMPACT None "" CO #2 &Final Payment for S. McLean Widening & Reconstruction February 6, 2004 Page 3 ALTERNATIVES 1. Approve Change Order No. 2 and Authorize Final Payment as recommended. 2. Do Not Approve Change Order No. 2 and Final Payment. Respectfully submitted for Council consideration. (do) r EXHIBIT A Change Order No. 2 r ELGIN,ILLINOIS r PROJECT 339574 CHANGE ORDER No. 2 and Final SCOPE: This Change Order No. 2 and Final is to balance line items with actual quantities used on the South McLean Blvd. Widening and Reconstruction Project. The general contractor for this project is Plote Construction of Elgin, Il. REASONS FOR CHANGE: The circumstances which necessitate the change in performance were not reasonably foreseeable at the time the contract was signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The amount the contract will be revised is as follows: See Attachment A The revised contract with Plote Companies, Inc. Is $3,384,695.71. By reason of Change Order No. 2, the contract for the South McLean Blvd. Widening and Reconstruction Project will decrease in the amount of nineteen thousand, four hundred eighty-eight and 47/100 dollars ($19,488.47). The new contract amount, inclusive of Change Order No. 2 is three million,three- hundred sixty-five thousand,two-hundred seven and 24/100 dollars($3,365,207.24). r. CHANGE ORDER No. 2 and Final January 14,2004 Page 2 OTHER CONTRACT PROVISIONS:,All other contract provisions shall remain the same. Agreed to this day of , 2004. Recommended: ENGINEERING DIVISION By: I Date: / (7- 04-- Accepted: Plote Construction Party of the second part (Contractor) By: / _/ /i ./ / Title: /* fe Date: /— /7 --O Approved: CITY OF ELGIN Party of the First Part (Owner) By: Title:. Date: r ay Item Description Unit Quantity Unit Price Addition Deduction 0100110 Tree Removal(6 to 15 units) UNIT 152.2 $9.30 $1,415.46 20100210 Tree Removal(over 15 units) UNIT 42.5 $11.30 $480.25 20101000 Temporary Fence FOOT 10 $6.00 $60.00 20101100 Tree Trunk Protection EACH . 17 $95.00 $1,615.00 20200100 Earth Excavation CU YD 1730.7 $10.15 $17,566.61_ Removal&Disposal of Unsuitable 20201200 Material CU YD , 5109 $8.75 $44,703.75 20500200 Ebankment, Special CU YD 1945.1 $4.00 $7,780.40 20700420 PGE,Subgrade CU YD 1506 $30.00 $45,180.00 20800150 Trench Backfill CU YD 138.7 $20.00 $2,774.00 21101615 Top Soil Fum and Place,4" SQ YD 8779.1 $2.55 $22,386.71 25000210 Seeding,Class 2A ACRE 3 $1,269.00 $3,807.00 25000350 Seeding,Class 7A ACRE ` 0.4 $655.00 $262.00 25000400 Nitrogen Fert Nutr LBS 147.6 $0.85 $125.46 25000500 Phos Fert Nutr LBS 147.6 $0.85 $125.46 25000600 Potas Fert Nutr LBS 147.6 $0.85. $125.46 25100115 Mulch,Method 2 ACRE 3' $690.00 $2,070.00 25100630 Erosion Control Blanket SQ YD 8585 $1.00 $8,585.00 25200110 Sodding,Salt Tolerant SQ YD ' 11834.1 $3.25 $38,460.83 25200200 Supplemental Watering UNIT 280 . $1.00 $280.00 28000200 Earth Excavation for Erosion CU YD 42 $35.00 $1,470.00 28000300 Temporary Ditch Checks EACH 4 $161.00 $644.00 28000400 Permeter Erosion Barrier FOOT 473 $2.60 $1,229.80 28000500 Inlet and Pipe Protection EACH 16 $184.00 $2,944.00 28200100 Filter Fabric for Rip Rap SQ YD 15 $10.00 $150.00 1100300 Sub-Base Gran Matrl,4" SQ YD , 293 $9.00 $2,637.00 5500300 Bit Base CSE,6" SQ YD , 262.4 $28.35 $7,439.04 35&00500 Bit Base CSE,8" SQ YD 55.4 $28.65 $1,587.21 35500700 Bit Base CSE, 10" SQ YD 614 $14.40 $8,841.60 35600500 Bit Base Cse Widening, 10" SQ YD 20 $16.25 $325.00 40600100 Bit Matls(Prime Coat) Gal 11046 $0.01 $110.46 40600300 Agg(Prime Coat) TON 36 $5.00 $180.00 40600400 Mix for cracks,joints TON 1 $350.00 $350.00 40600540 Leveling Binder,MM TON 5 $75.00 $375.00 40600640 Leveling Binder, HM TON 8.1 $75.00 $607.50 40600760 Bit Conc Bind Cse,Mix B,T-2 TON 218.5 $29.60 $6,467.60 40600850 Bit Conc Surf Cse,Mix D,T-2 TON 207.5 $35.80 $7,428.50 40600980 Bit Surf Remov,Butt Joint SQ YD 577.3 $7.05 $4,069.97 40800040 Incidental Bit Surfacing TON 11.2 $88.00 $985.60 42001300 Protective Coat SQ YD 3595.8 $1.00 $3,595.80 42300200 PCC Driveway,6" SQ YD 19.9 $24.75 $492.53 42300400 PCC Driveway,8" SQ YD 142.8 $27.50 $3,927.00 42400200 PCC Sidewalk,5" SQ FT 742.5 $2.65 $1,967.63 4400015 Bit Surface Removal,6" SQ YD 200 $8.00 $1,600.00 44000030 Bit Surface Rem(Var Depth) SQ YD 342 $2.75 $940.50 44000100 Pavement Removal SQ YD 1718 $10.00 $17,180.00 44000200 Driveway Pavement Rem SQ YD 918 $8.00 $7,344.00 44000500 CC&G Rem FOOT 24 $4.00 $96.00 44000600 Sidewalk Removal SQ FT 831 $1.00 $831.00 44002600 Gutter Outlet Removal FOOT 20 $6.00 $120.00 44201398 Class C Patches,Type I, 14" SQ YD 30 $56.50 $1,695.00 44201403 Class C Patches,Type II, 14" SQ YD 20 $56.50 $1,130.00 201811 Class D Patches,Type I, 14" SQ YD , 15 $100.00 $1,500.00 (P1444201815 Class D Patches,Type II, 14" SQ YD 33.9 $100.00 $3,390.00 4300200 Strip Reflective Crack Control FOOT 300 $5.16 $1,548.00 50100100 Removal of Existing Structures EACH 2 $600.00 $1,200.00, 50200100 Structure Excavation CU YD 15 $40.00 $600.00 50300225 Concrete Structures CU YD 0.36 $410.00 $147.60 x,300255 Concrete SuperStructures CU YD 2 $695.00 $1,390.00 00300260 Bridge Deck Grooving SQ YD 3 $14.50 $43.50 50300300 Protective Coat SQ YD 140 $1.50 $210.00 50800105 Reinforcement Bars Pound 21, $0.85 $17.85 50800205 Reinforcement Bars, Epoxy Ctd Pound 301 $0.95 $285.95 51000105 Pipe Handrail FOOT _ 5.8 $160.00 $928.00 51205200 Temporary Sheet Piling SQ FT 425.4 . $36.00 $15,314.40 54213669 PRC Flared End Section, 24" EACH 1 $560.00 $560.00 5422A012 Pipe Culverts, 12"temp. FOOT 8 $19.00 $152.00 54247130 Grating, Flared End Section,24 _ EACH 1 $290.00 $290.00 54247140 Grating, Flared End Section,27 EACH 1 $370.00 $370.00 54248510 Concrete Collar CU YD 2 $400.00 $800.00 542A0217 Pipe Culverts, 12" FOOT 40 $20.00 $800.00 550A0050 Storm Sewers,T-1, 12" FOOT 24.6 $20.00 $492.00 550A0120 Storm Sewers,T-1,24" FOOT 22.5 $33.00 $742.50 550A0130 Storm Sewers,T-1,27" FOOT 0.7 $38.00 $26.60 550A0340 Storm Sewers,T-2, 12" FOOT 41.3 $21.00 $867.30 550A0360 Storm Sewers,T-2, 15" FOOT 3.5 $22.00 $77.00 550A0380 Storm Sewers,T-2, 18" FOOT 3.2 $25.00 $80.00 550A0410 Storm Sewers,T-2,24" FOOT 129.3 $34.00 $4,396.20 550A0480 Storm Sewers,T-2,48" FOOT 14 $75.00 $1,050.00 550A0710 Storm Sewers,T-3,24" FOOT 4.3 $39.00 $167.70 550A2320 Storm Sewers,RG,T-1, 12" FOOT 238.3 $21.00 $5,004.30 550A2330 Storm Sewers,RG,T-1, 15" FOOT 2 $23.00 $46.00 550A2520 Storm Sewers, RG,T-2, 12" FOOT 110 $22.00 $2,420.00 550B0020 Storm Sewers,CL-B,T-1,6" FOOT 32 $19.00 $608.00 4111150B0030 1 Storm Sewers,CL-B,T-1,8" FOOT 32 $20.00 $640.00 034700 SS,T-1,RCEP,53 x 34 FOOT 1.5 $82.00 $123.00 55100500 Storm Sewer Removal, 12" FOOT 190 $5.00 $950.00 55100700 Storm Sewer Removal, 15" FOOT 15 $6.00 $90.00 55101200 Storm Sewer Removal,24" FOOT 226 $6.00 $1,356.00 56100700 Water Main, 8" FOOT 148 $55.00 $8,140.00 56300300 Adj Water Service Lines FOOT 150 $22.00 $3,300.00 56400100 Fire Hydrants to be Moved EACH 2 $1,800.00 $3,600.00 60107600 Pipe Underdrains,4" FOOT 260 $15.00 $3,900.00 60109530 Pipe Underdrains, Fab Tr,8" FOOT 210 $18.00 $3,780.00 60200805 CB,T-A,4"-Dia.,T-8 Grate EACH 2 $1,200.00 $2,400.00 60202710 CB,T-A,4"-Dia.,Special Grate EACH 1 $1,650.00 $1,650.00 60218400 MH,T-A,T-1 Frame EACH 1 $1,300.00 $1,300.00 60221100 MH,T-A,5'-Dia.,T-1 Frame EACH 1 $2,000.00 $2,000.00 60223800 MH,T-A,6'-Dia.,T-1 Frame EACH 1 $3,400.00 $3,400.00 60236400 Inlets,T-A,T-8 Grate EACH 4 $490.00 $1,960.00 60238700 Inlets,T-A,Special Grate EACH 2 $1,010.00 $2,020.00 60248900 Valve Vaults,T-A,5'-Dia. EACH 3 $1,500.00 $4,500.00 60252800 Catch Basins to be Recon EACH 1 $820.00 $820.00 60257900 MH to be Reconstructed EACH 1 $820.00 $820.00 60265700 W to be Adjusted EACH 2 $210.00 $420.00 60266600 Valve Boxes to be Adjusted EACH 19 $125.00 $2,375.00 60266800 Valve Boxes to be Replaced EACH 4 $490.00 $1,960.00 60300105 Frames&Grates to be Adj EACH 2 $210.00 $420.00 60300305 Frames&Lids to be Adj EACH 2 $210.00, $420.00 60500040 Removing Manholes EACH 1 $150.00 $150.00 60600095 Class SI Concrete(outlet) CU YD 6 $225.00 $1,350.00 600605 Conc Curb,T-B FOOT 556.8 $10.90 $6,069.12 J603800 CC&G Type B-6.12 FOOT 505.5 $10.90 $5,509.95 60604400 CC&G Type B-6.18 FOOT 56 $11.90 $666.40 60605000 CC&G Type B-6.24 FOOT 741 $12.65 $9,373.65 60607400 CC&G Type B-9.24 FOOT 81 $13.25 $1,073.25 61100500 Exploration Trench 52" Depth FOOT 35 $14.00 $490.00 7000400 Engineer's Field Office,T-A CAL MO 0.25 $2,500.00 $625.00 /0300210 Temp Pavt Marking Lts&Sym SQ FT 177.1 $1.10 $194.81 70300220 Temp Pavt Marking, Line 4" FOOT 11893.5 $0.16 $1,902.96 70300240 Temp Pavt Marking, Line 6" FOOT 119_ $0.24 $28.56 70300260 Temp Pavt Marking, Line 12" FOOT 75 $0.60 $45.00 70300280 Temp Pavt Marking, Line 24" FOOT 105 $1.00 $105.00 70301000 Work Zone Pavt Mark Rem SQ FT , 2300 $1.05 $2,415.00 78000100 Thermo Pavt Mark-Ltrs&Sym SQ FT 355.6 $2.25_ $800.10 78000200 Thermo Pavt Mark-Line 4" FOOT 591 $0.34 $200.94 78000400 Thermo Pavt Mark-Line 6" FOOT 735 $0.52 $382.20 78000600 Thermo Pavt Mark-Line 12" FOOT 76 $1.10 $83.60 78000650 Thermo Pavt Mark-Line 24" FOOT 64 $1.99 _ $127.36 78001100 Paint Pavt Mark-Lts&Sym SQ FT 50 $1.00 $50.00 78001110 Paint Pavt Mark-Line 4" FOOT 13389 $0.12 $1,606.68 78001130 Paint Pavt Mark-Line 6" FOOT 1204 $0.18 $216.72 78001150 Paint Pavt Mark-Line 12" FOOT 510 $0.40 $204.00 78001180 Paint Pavt Mark-Line 24" FOOT 154 $1.00 $154.00 78003110 Pref Plast Pavt Mari-Line 4" FOOT 24 $2.00 $48.00 78003130 Pref Plast Pavt Marl-Line 6" FOOT 9 $4.00 $36.00 78100100 Raised Pavt Marker EACH 208 $19.50 $4,056.00 78300100 Pavt Marking Removal SQ FT 1443 $0.50 $721.50 81000400 Cond T, 1 1/4",GaIv Stl FOOT 45 $4.80 $216.00 81000600 Cond T,2",Galv Stl FOOT 803 $5.45 $4,376.35 81000700 Cond T,2 1/2",Galv StI FOOT '34 $7.40 $251.60 81000800 Cond T,3",Galv StI FOOT 90 $8.30 $747.00 81001000 Cond T,4",Galv Stl FOOT 101 $11.65 $1,176.65 OWN 018500 Cond P,2",GaIv Stl FOOT 233 $13.60 $3,168.80, 1018900 Cond P,4",GaIv Stl FOOT 43 $21.80 $937.40 81400100 Handhole-Composite Conc EACH 1 $380.00 $380.00 81400400 Concede Handhole EACH 6 $580.00 $3,480.00 81500200 T&B for Electrical Work FOOT 1141 $1.60 $1,825.60 81702120 Elec Cbl in Cond,600V 1/C#8 FOOT 540 $0.45 $243.00 83600100 Light Pole Foundation EACH 3 $950.00 $2,850.00 85000200 Maint.exist traffic signal Install EACH 1 $950.00 $950.00 87301215 Elec Cbl in Cnd,Sig No.14,2C FOOT 4 $0.60 $2.40 87301225 Elec Cbl in Cnd,Sig No.14, 3C FOOT 18 $0.66 $11.88 87301245 Elec Cbl in Cnd,Sig No.14,5C FOOT 22 $0.69 $15.18 87301255 Elec Cbl in Cnd,Sig No.14,7C FOOT 136 $0.74 $100.64 87301805 Elec Cbl in Cnd,Service 6 2C FOOT 11 $1.30 $14.30 X0322925 Elec Cbl in Cnd,Tracer FOOT 51 $0.30 $15.30 X0323389 Storm Sewer Connection EACH 1 $500.00 $500.00 X2111000 Topsoil Excavation CU YD 350 $7.84 $2,744.00 X8730027 Elec Cbl in Cnd,Grounding FOOT 359 $1.60 $574.40 XX001429 Form Liner Text Surface SQ FT . 148 $8.95 $1,324.60 XX001706 Topsoil Placement CU YD 200 $23.00 $4,600.00 X0(003467 MSE Wall(Special) SQ FT 550.4 $95.00 $52,288.00 Z001050 Agg Subgrade, 12" SQ YD 423 $11.25 $4,758.75 Z0002600 Bar Splicers EACH 66 $25.00 $1,650.00 Z0017400 Drainage&Utility.Str to be Adj EACH 3 $200.00 $600.00 Z0017700 Drainage&Utility Str to be Rec EACH, 1 $820.00 $820.00 Z0019600 Dust Control Watering Unit 250 $52.35 $13,087.50 Z0045002 Pressure Connection 12"x8" EACH 1 $2,225.00 $2,225.00 244 Adjust Watermain 12" FOOT 30 $115.00 $3,450.00 rik 245 _Bit Conc Bind Cse, 5" _ TON 185 $17.25 _ $3,191.25_ 246 Cartpath Subgrade Prep SQ YD 185 $6.00 $1,110.00 247 Concrete Coloring CU YD 1.9 $42.50 $80.75 248 Drain Basin- 12"Dia. EACH 1 $450.00 $450.00 249 Drain Basin- 15"Dia. EACH 2 $450.00 $900.00 251 Drainage Str Adl(6"riser) EACH 1 $200.00 $200.00 252 Exist Sign and Post Rem EACH _ 4 $75.00 $300.00 253 Fiber Optic in Cond, 12 FMM FOOT 51 $2.85 $145.35 255 Luminaire,Metal Halide,WM EACH 1 $710.00 $710.00 256 Median Island SQ FT _ 45 $2.65 $119.25 • 258 Sign Panel SQ FT 29 $10.95 $317.55 _ 259 Sign Post FOOT 47 $12.95 $608.65 263 Temp Access,Comm Ent. EACH 2 $1,000.00 $2,000.00 X0000101 Conduit-T 3"PVC FOOT _ 50 $8.00 $400.00 X0000102 Unit Duct- 1", W3C XLP/USE FOOT 166 $3.00 $498.00 X0000103 Detector Loop Repl.TY-1 FOOT 15 $18.60 $279.00 X0000105 14-1 PR Shielded CBLE FOOT 635 $0.80 $508.00_ X0000107 SS RG CL-A,T-2,24" FOOT 24 $38.50 $924.00 X0000110; Pavt Marking Tape,T-3,4" FOOT 3547 $1.25' $4,433.75 X0000111 Pavt Marking Tape,T-3,6" FOOT 60 $1.80 $108.00 X0000112 Pavt Marking Tape,T-3, 12" FOOT 209 $3.65 $762.85 X0000113 Pavt Marking Tape,T-3, 24" FOOT 25 $7.40 $185.00 X0000114 Pavt Marking Tape,Lts&Sym SQ FT 21.2 $4.25 $90.10 40600760 BCBC,M-B,T-2 Sludge Rd TON 38.9, $29.60 $1,151.44 40600850 BCSC,M-D,T-2 Sludge Rd TON 19.55 $35.80 $699.89 X0000116 * LUM MET Halide,Mat only EACH 11 $160.00 $1,760.00 X0000117 * Photo Cell for underpass EACH 1 $700.00 $700.00 X0000118 * Day Lilies EACH , 62 $11.05 $684.98 X0000119 * Convex Mirror at Tunnel L.SUM 1 $576.77 $576.77 X0000120 * R&R Ornamental Fence L. SUM 1 $1,022.671 $1,022.67 X0000121 * Granit Decrative Rock L. SUM 1 $4,500.00 $4,500.00 FRC01001 * Extra Work Due to Corn-Ed elink Winter Concrete T&M 1 $9,161.89 $9,161.89 Traffic Control T&M 1 $25,974.33 $25,974.33 Curb Prot with Asphalt T&M 1 $18,656.86 $18,656.86 Additional Grinding T&M 1 $11,784.18 $11,784.18 _ Temp Strip,Oil Base Paint L. SUM 1 $8,122.17 $8,122.17 Amount of Current Contracts 3,384,695.71 Net Change to Date (19,488.47) Amount of Final Contracts 3,365,207.24 TOTAL $308,066.18 $327,554.65, Location: See attached Net Change $19,488.47 Reason: Agreed to: 0770y Da{e Project trintendent Prepared by: 1211yo 3 ( DD C�D Resident Engineer Approved by: 1- /7-0 Q- .A( Q / Date Project E neer ribk ..ote to preparer:If the space provided above is inadequate,the explanation,nature and reasons for the change should be typed on a separate sheet and attached to the authorization. MCLEAN BLVD. Item No.20100110 Thru 40600850 Current Contract Items • These items are being adjusted to balance the line items with the quantities actually used in the building of the new roadway. ($102,432.32 decrease) Item No.X0000116 Luminaire Metal Halide,Material Only This item is to replace the proposed lighting fixtures in the Golf Cart Tunnel. The existing lights were too large and would have been an obstacle to vehicles passing through the tunnel. This item turns over the existing lights to the City of Elgin and replaces the proposed lights with smaller units. ($1,760.00 increase) Item No.X0000117 Photo Cell For Underpass This adds a photocell which will turn the lights in the tunnel on at dusk and when conditions warrant lighting during daylight hours. ($700.00 increase) Item No.X0000118 Day Lilies This adds 62-Day Lilies at the entrance monument on Carriage Way. Day Lilies were removed during construction and the owners asked that they be replaced. ($‘576.ZZ increase) Cr¢.t8 Item No.X0000119 Convex Mirror at Tunnel This adds a mirror at the ninety-degree bend along the golf cart path at the tunnel. This will allow golf carts and pedestrians to see each other coming. ($576.77 increase) Item No.X0000120 Remove and Replace Ornamental Fence A section of existing fence along the golf course had to be taken down to allow the installation of a storm sewer to the pond in the golf course property. ($1,022.67 increase) Item No.X0000121 Granite Decorative Rock The Golf Course directors asked that the grass be eliminated along the path at the tunnel and a decorative rock,which would match the wall,be placed instead. ($4500.00 increase) • row Item No.FRC01001 Extra Work Required Due to ComEd Delays A.Winter Concrete Tunnel work continued into the winter,which required heaters, insulating blankets,special additives for the concrete and additional labor to complete the project before the Spring opening. ($9,161.89 increase) B.Traffic Control Due to the delays,the northbound lane closure had to be maintained for an extended period of time. ($25,974.33 increase) C.Curb Protection with Asphalt As the final surface could not be placed prior to winter. The City of Elgin required that the new curb and gutter be protected from plows by placing a temporary asphalt ramp along the edge of the curb. ($18,656.86 increase) D.Additional Grinding In the spring,once the final surface was ready to be placed.The asphalt placed earlier had to be removed. ($11,784.18 increase) E.Temporary Striping, Oil based Paint Due to the cold weather,the water based paint for the striping could not be used and an oil-based paint was required. ($8,122.17 increase) Total ComEd Delay ($82,94335 increase) 73,419.4 3 elk EXHIBIT B Final Payment Estimate „...) Engineer's Payment Estimate Estimate No. 12(Final) From 12/01/03 TO 01/01/04 County Kane Payable To Plote Construction,Inc. Municipality City of Elgin _ Address 1100 Brandt Drive, Elgin,Illinois 60120 Section S.McLean Blvd.Reconstruction Project AWARDED AWARDED COMPLETED 1 COMPLETED ROADWAY UNDERPASS ADDED DEDUCT ROADWAY UNDERPASS CODE No ITEMS QUANTITY QUANTITY 1 .. .... UNIT UNIT PRICE QUANTITY VALUES QUANTITY VALUES QUANTITY I VALUES I QUANTITY I VALUES TREE REMOVAL(6 TO 15 UNITS I .... 20100110 1 I DIAMETER) UNIT 237 8 2 211 541 N( $9.30 390.0 3 627.00 -1 RE OVAL(�T/ t"`i ZTFII ` ._4 .__._ ,__ 20100210. .. .. 2 PI,W.cT. R) 1 UNIT l... $11.30 307.0. ....3,469..1.91 .. ......._ I ..... 264 5 2,988 85 1 I 20101000 31TEMPORARY FENCE '� FOOT ( $6.00 60.0' 360.00' 7001 420.001 20101100. ...._. 4 TREE TRUNK PROTECTION......: EACH ........ $95.00 17 0 ..........1 615.00 ..... ...... . ... . �. ..... .... ... 20200100_1_._ 5[EARTH EXCAVATION CU.YD. $10.15 14 532.0 147 499.80 1190.01 12078.50 13991.3 142,011 701 H_- REMOVAL AND DIS`�OSAL OF 4_ ... ? 20201200 6 7,0 0 0.0 01 1891 0 16,546.25i i 20500200 ■ .r EMBANKMENT,SPECIAL CU YD $4.001 2,500.0 10 000.00 i 1 4445.11 17,780.40 _ ,,_ _,,,__, _,,__,_j 20700420 . 8 EMBANKMENT,SUBGRADE CU YD.1 $30.00[ 385.01 11,550 00 I 1891 01 56,730 00! 20800150 9 TRENCH BACKFILL CU.YD $20.001 2 970.0 59,400.001 _, 2831.31 56,626.001 __ _"TOPSOIL FURNISFi_A._,N5FUCE ,, _....__ i i _ 21101615 I 10;4" SQ.YD.1 $2.55 8,585.01 21 891/51 ; 17364.1 . 44,278.46!,. 1 25000210 11 I SEEDING CLASS 2A ACRE I $1 269.001 3.01 3,807.00',__ i I- 25000350 12 SEEDING CLASS 7 .__ACRE '! .....$655.00 0 7 458.50 ; 0 3' _........19650 1 t I 1 25000400 1 131 NITROGEN FERTILIZER NUTRIENT i POUND $0.85 178.0 151.30 325.6 276.761 _, T _j^ 115-R PT:ibRUS RTILIZER I- 1 _.I._., _ _ 25000500 14 NUTRIENT POUND $0 85' 178 0 151.30 j,.._..... ... ......1. 325.6 .,...,.,_.27676..,, { ....._ 'POTASSIUM FERTILIZER.......... ..._,. �. ............. 25000600 151 NUTRIENT POUND $0.85 178.0 151.30 I_ 325.6 276.76 1 ---i}-_. 25100115 16IMULCI METHOD 2 ... _ ACRE 1_... $690.00 3.0 ._ 2,070.001 1 t_........... 25100630 17 EROSION CONTROL BLANKET . SQ YD $1.00 8,585.0 8,585.00 1 t 25200110 18iSODDING,SALT TOLERANT SQ.YD..... $3.25 5..530.0 17A972.50 .. _ 56,433.3 .... _..01 .. .. ........... 17364.1 3 25200200 19!SUPPLEMENTAL WATERING ' UNIT $1.00 280.0 280.00 _ ' ___________.___._. 1 i g- H EXCAVATION FOR 1..28000200 20'EROSION CONTROL CU.YD. $35.00. .. . ._ 42.0. .. . 1 470.00 .. 28000300 21(TEMPORARY DITCH CHECKS EACH $161.00 8.0 1,288.00, 4.0 644.00 28000400 . 22 PERIMETER EROSION BARRIER FOOT $2;60 . .3.,900.0. 10,140.00 1 ... .......... I T 28000500 j 23 INLET AND PIPE PROTECTION EACH $184.00 16.0 2,944.00 i ._. STO ... IUM . - . 1 r 28100707 ' 24 A4 I SQ.YD...... ..._$70.00 ..,. ........ 15.0{ ... .1,050.00......... 1,050. ...... ............... .I ......... ,_ ........ l( 15.0 .00 ;FILTER FABRIC FOR USE WITH ... 28200100 251 RIPRAP SQ.YD. $10.00 15.0 150.00_ _ _ j i � � AWARDED AWARDED I COMPLETED � CL TED CODE No. 1 ITEMS ROADWAY 1 UNDERPASS ADDED DEDUCT ROADWAY f. UNDERPASS j 1 ...... i. .... QUANTITY QUANTITY... 111 UNIT UNIT PRICE QUANTITY VALUES j QUANTITY 1 VALUES QUANTITY I VALUES 1 QUANTITY I VALUES ,..... SUB-BASE GRANULAR MATERIAL, . 1 j... ... 31100300 26 TYPE A 4" SQ YD.i $9 003. 428.0 3 852.001 i _,__,_ _.__ 135.0 1,215 001 ___ � _ _ A�`16RIMATE BAISE"COURISE; 1 1 T 35101800 27'TYPE B 6" SQ.YD i 35500300 28 BITUMINOUS BASE COURSE 6" SQ.YD. $28.35} 265.01 7,512.75 _�_� _-__ (___ ._ {„ __ 2.61 73.71 - _ 1, 111 i 35500500 j 29 BITUMINOUS BASE COURSE 8 SQ.YD. ...... . $28 651 290,01 ..... 8,308.50 .... ..... I......... 2346.... 6,721.29 l I _............ .._.... j_,35500700 j 30i BITUMINOUS BASE COURSE 10" ! SQ YD $14.401 25,498.01 367 171.20 _ 24884.0 358 329.60 B BITUMINOUS CONCRETE BASET _ M - - - 35600500 31 COURSE WIDENING 10 INCHES SQ YD $16.251.. 6,203.0.,_.100,.. 798.75 6183.01 100,473.75 ---t- BITUMINOUS MATERIALS"(PaIME 1 40600100 321 COAT) ! GAL. $0.01 12 364.0 123.64 1318 01 13.181 40600300.. ...... 33 AGGREGATE(PRIME COAT) ......_TON.. ......,, $5.00 ..,.......41.0 ...... 205.00..... �. ,..,,..-------5-.-or....._ 25.001 ( i ;MIXTURE FOR CRACKS JOINTS 1 I 40600400 341AND FLANGEWAYS 1 TON 1 350.00; _„ 1.01 __, 350.00 , ,LEC%ELINO BIFf6E MACHINE ..�_ $ --_._._._. f_._. _ ,., -t.__ .. . t 40600540 35 METHOD),TYPE 2' TON 1 $75.00 5 0 ...........375 00. i_... LEVELING BINDER(HAND j........... ;40600640 ;__36 METHOD TYPE 2 TON $75.00 ,,._.. _._ 2 01 150.00 „ 10.1` 757.50 l _ -r . _- 40600760 37 MIXTURE B,TYPE 2 , TON i $29 601 3,464 0 102,534.40 3245.51 9 ; _. .. I 3245 5 i 96 066 80 BIT CONC SURFACE COURSE, �.. 1 1 I 1 40600850 38 MIXTURE D,CLASS I TYPE 2 • TON $35.801 2,250.0 80,550.00 2457.5 87 978.501 . _,_. ' -.,._ -- B iiivINOUS�SURFAc REMOVAL t ___._ __._. _ I ___ i...___ _ j 40600980 39 BUTT JOINT SQ YD. $7.05 294.01...... 2,072.701 871 3l 67!.. _....... 8 INCIDENTAL BITUMINOUS i 1 1 1 40800040 ' 40 SURFACING TON $88.00! 62.01 5,456.001 ___50.8L_ 4y470.40 _ mm_ _ 1 42001165 41 BRIDGE APPROACH PAVEMENT •SQ.YD. $165.001 ._.._._,.,._,.. 434 01 _71610,001 4 ,.,.... 434,01 71,610 00 I 1 I 42001300 . 42!!PROTECTIVE COAT iSQ.YD. $1.001 5,180.0] 5 180.001 I 1584.2___1,584.20, �,,, _,j PORTLAND-CEMENT CONCRETE _ _�. ___ 42300200 i 43 DRIVEWAY PAVEMENT 6 INCH SQ.YD. $24.751 160.01 3,960.00 179 91 4,452.53 I. ....... L.. PORTLAND CEMENT CONCRETE i 1 I 6 42300400 i 44 DRIVEWAY PAVEMENT,8 INCHES SQ.YD.I $27.501 300 0' 8 250.00 442 8 .r 12,177.001 _.__. ;PORT°LANDD-Eig 7T 695N R E•- ( _ 42400200 45 SIDEWALK 5 INCH SQ.FT. .._ ... $2.651_.. 19,805.0 .....52,483.25 906... 50,515.631 BITUMINOUS SURFACE REMOVAL ! {.... 19062.51 1 4400015 _ 4616 SQ.YD. $8.00 200.0! 1 600.00 { I 44000030 47,(B AR ABLE DEPTH) C .. 1= aVAL SQ YD $2.751 „_,_1,190.0,. 3,025,001 __ ' 758 O i 2,084.501■ 1 44000100 ! 481PAVEMENT REMOVAL SQ.YD. $10.00 20,000.0 200,000.00 18282.01 la_24,§2o.00 1 _,_„ _L_____,f 44000200 49 DRIVEWAY PAVEMENT REMOVAL 1SQ..YD. $8.001 2,105.0 . 16,840.00..... . ... .. _... ..... 1187.01 9,496.001 1 COMBINATION CURB AND F. 44000500 501GUTTER REMOVAL 1 FOOT $4.00 2,075.0 8,300.00 2099.0, 8,396.00_* ,____ 44000600 .... 511SIDEWALK REMOVAL..... .. ..... . .. ..I SQ.FT. ...... ......$1.00........_ 1,875.0 1,875,00 1 :0.. 1 044.00. 44002600 ! 52 GUTTER OUTLET REMOVAL FOOT $6.00 140.0 840A0 _ 160.0 960.00 _ 1CLASS , 4 1 N H S .YD. $56.50 30.0 1 695.00 t 44201398 53 I C _. CLASS C PATCHES,TYPE--II,14 L 44201403 j 54IINCH ,mm SQ.YD. $56.50 20.0 1,130.00 --- --,.= .-,- _... :, 1 I AWARDED AWARDED I COMPLETED I COMPLETED CODE # No. ITEMS ROADWAY I UNDERPASS ADDED ' DEDUCT ROADWAY i UNDERPASS QUANTITY' QUANTITY .... i.... ... UNIT UNIT PRICE QUANTITY 1 VALUES 1 QUANTITY VALUES QUANTITY!VALUES QUANTITY VALUES .__.. CLASS D PATCHES TYPE I,14 { ... ..... 44201811 55 INCH -- SQ.YD. $100.001, _ 15.0 1,500.00 _ _C SS D Ai CF?ES T 75E11, s " i • 44201815 56 INCH SQ.YD. $100.00.) 7.0 700.00 40.911.. 4,090 00,,. STRIP REFLECTIVE CRACK.... . 4.4300200 z 57'CONTROL TREATMENT FOOT $5.161 300.0 1 548.00 1 1 REMOVAL OF EXISTING _ ._.._ ___ _ ._.... ____. 5010010 8:STRUCTURES .... ...... ....... .EACH. .,.......$600.00. 1.0. ..,..........600.00 ....._........,., .. .... ..... ...._. ....30 1,800 00,.._. ; L 50200100 591STRUCTURE EXCAVATION CU.YD. $40.001 15.0 600.00 1470.0 58800.00 1,470.0 58,800.00 50300225 ' 60'CONCRETE STRUCTURES 1 9 5.0 1 i 79950.00 195.4 80 097.60 50300255i 61 CONCRETE SUPERSTRUCTURE CU YD $695.00 ; 51.0 35445.00 r 1 53.0 36,835.00 50300260 .....62 BRIDGE DECK GROOVING SQ YD $14.501 i 99.0( 1435.50, ,_ 1 102.01 ... 1,479.00 1 50300300 I 63.PROTECTIVE COAT SQ.YD.1 $1.501 ! 104.01 156 00; 244 0 366 00; 50800105 64 REINFORCEMENT BARS POUND 1 $0.85 _ 24070.0 20459.50 1 24,049.0 20,441.651 REINFORCEMENT BARS,EPDXY I 50800205 65i COATED POUND $0.951 1 12060.0= 11457.001 ! 12 361.01 11,742.95 1 1�_ 16000 00i. ! ..... .. r_ 105.81 16,928.001 51000105 66:PIPE HANDRAIL FOOT I $160.00 _., i _. ,, j I 51205200 _ ,. 67!TEMPORARY SHEET PILING SQ.FT. $36.00 ! 1 1762.01 63432.00':, 2 187 4; 78,746.40j .... ...._ �, .... .I..._._.._...._.. ._.,,..__ ..�.. _ ..__.., I-PRECAST-REINFORCED 1 �_. I �._ 54213669 1......68 CONCRETE FLARED END..... EACH I ....,....$560.001 1.0 ....__..560.001 .. I. i • i !PRECAST REINFORCED I i S i 54213672 69 CONCRETE FLARED END EACH $640.00 1 A 1 ,_,__ 640.00 1.0�__640 00+ ___1, 1PIPE C�"�A S S A,T Y P E-2 T _ - _�,_.. _ �,_ ,___._ 5422A012 i..,....70 12 (TEMPORARY) FOOT... .......... $19.001 170.0 3,230:00 t 1, .._.... 162.0 3,078.00i I GRATING FOR CONCRETE 1 54247130 1 71!FLARED END SECTION 24" ' EACH I $290.001 1.0 290.001 ' 1 1 1 { __ `TII F•- • _ _ 54247140 72..FLARED END SECTION 27 EACH $370.00 1 01 370.001 _ 1 j 54248510w_73,CONCRETE COLLAR CU.YD. $400.00 3.0 1,200.00 .,,__ _,,,,_ .,_,,,._,_-_,„_i.___ 1 0 400 00 j Pi'PE Ott Ts CLASS ATYPE 1 _ 1 i 542A0217 1,...75 12 FOOT $20.00 40.0 800.00 ;. ._.. i t 1 STORM SEWERS,CLASS A,TYPE .......... _..... .. ...... 1 .. ........ 1_ _550A0050 I 7611 12" FOOT $20.001 427.0= 8 540.00 T�___.. ._.__ _1 _ 402.41 8x048.00 O�i2M SEWERS,CLAETAT "YPE"'"°""" - _. 1 . _ 550A0120 77 1 24" FOOT $33.00 151 0 4 983.00 1 i 173.5' 5,725 0 I STORM SEWERS,CLASS A,TYPE ...... 1 550A0130 ! 7811 27" FOOT $38.001 32.01 1,216.001 1 _ _31.3 1,189.401 _ ,.._,.____._. __,_ _,,,_, I E SRN SEWERS CLASS A,TYPE ; -r _ .. t __ __7 _ ,- 550A0340 79 2 12 FOOT $21.00 404.01 8 484.00 j .362 7a 7,616.70 ,.__. . STORM SEWERS CLASS A,TYPE ..... .... . ..... ................. ,... . .... i .. .... 550A0360 1 802 15" FOOT $22.00 340.0 7,480.00 __ { 336.5 7,403.00 j�_ __4 �_ �_. 1_... �SEWERS�LA i � � ....._. _I 550A0380 1 1.8 .,.. FOOT $25.00 ...365.0 9,125.00..... 368 2 .....9,205 001 1 ,STORM SEWERS CLASS A,TYPE L 1 .550A0410 82'2 24" FOOT $34.00 _860.0 29,240.00 t 730.7 24,843.801 __„_,_„�, 1 _, OiRm SEWERS,C"G4S3 A TYPE -I-550A0480 . .8312 48 FOOT $75.00 270.0 20 250.00 , _256.0 19,200.00. STORM SEWERS,CLASS A,TYPE t..... ........, i 550A0710 8413 24" FOOT I $39.001 485.0 18,915.00 _ 480.71 18,747.301_**, • r AWARDED i AWARDED COMPLETED C( pi, LETED CODE 1 No ITEMS ROADWAY UNDERPASS ADDED DEDUCT ROADWAY UNDERPASS { t I QUANTITY QUANTITY ._ UNIT 'UNIT PRICE' QUANTITY VALUES ' QUANTITY VALUES QUANTITY VALUES ` QUANTITY i I VALUES I STORM SEWERS RUBBER i { I # 550A2320 � 85 GASKET CLASS A,TYPE 1 12" FOOT 021.001 920.0'19,320.001 681 7: 14 315.70' I -11-81T-ORM"-SEWERS,RUMEV1-11- ; 1 . ___]..., 550A2330 *GASKET,GASKET CLASS A,TYPE 1 15 FOOT $23.00' ..............41.01 . ,,.,.943.00, 39.01 897.001,., STORM SEWERS,RUBBER...... jj. .. .. { ._....... 1 550A2370 87 GASKET,CLASS A TYPE 1 27" FOOT 1 $39.00` 45.0 1 755.00 I 45.0'' 1,755.00 { I STORM SEWERS 11 --- ! _. 1 .___ ! 1 1 550A2520 88 GASKET,CLASS A,TYPE 2 12 FOOT $22.00 130.0. 2,860.00 20.01 440 00 !STORM SEWERS RUBBER... 1 550A2540 89 GASKET CLASS A,TYPE 2 18 FOOT _°_ I STORMW E :_ _ _. ._,_.. _. __ 1 __, 550B0020 i 9011 6" FOOT $19.001 32 01 608.00! I 5... .. .STORM SEWERS,CLASS B,TYPE...,,.... # { ..... �..._.. . . .. t... ... ......... 550B0030 ; 9111 8" FOOT $20.001 12.0 240.00 1__ 1 44.0 880.00 STORM SEWEWS7RE 1, - _ i M _ } I._ _. 55034700 j 92!REINFORCED CONCRETE FOOT $82.00 160 0. 13,120.00 161.51 .13 243.00 55100500 931 STORM SEWER REMOVAL 12" FOOT $5.001 260.0 __ 1 300.00 _ ; - 70.0, 350.00 _ ,___,_ ___�_ 55100700 94:STORM SEWER REMOVAL 15 , FOOT $6.001 105.0 630.00 ..,,,. 1 ............. 120.0 _..720.001 55101200 95.STORM SEWER REMOVAL 24" FOOT $6.00' _250.01 1 500.00 ___ 24.0 144.00' .. ( 56100700 96 WATER MAIN 8" :...FOOT ( ..., _ $55 00 200.01 ......11,000.00 ... _......... j .�� ...... 348.01 ....19 140 00 ......._ ADJUSTING WATER SERVICE 1 56300300 97 LINES FOOT $22.001 150.0! 3,300.001 j 4�- ' _ ,.,_., 1__ _ _ 56400100 98 FIRE,HYDRANTS TO BE MOVED • EACH $1,800.00 8.0.. ._14,400.00. .. 10.01 18,000.00,.. I _ ....... { 60107600 99PIPE UNDERDRAINS 4" FOOT € $15.001 ___ _260.0! _ ,3900.00! __,,_ ,_, t__..._ �_i ,,.__ ___.. ..___ ..... 60109530 .:. 100 LINED TRENCH 8' ...FOOT. ..... $18.00 240,01..._.....4,320.00 1 ..__.. 30.01 540.001 j_........... CATCH BASINS,TYPE A,4'- 1 j 1 60200805 101'DIAMETER,TYPE 8 GRATE EACH $1,200.001 2.0! 2,400.00 ; CATCH BASINS y°YPE A 4 1-._ __._..__ __ -_-,___. __.. ._ {_. .... __ .,__. 1 60202710 , 102'DIAMETER,WITH SPECIAL FRAME EACH .....,.$1,650.00` 37.01 61,050.00 i 36.0! 59 400.00 1 MANHOLES,TYPE A,4'-DIAMETER, 1 1 I 60218400 1031TYPE 1 L EO EDIAMETER` EACH $1 300.00 6.01 7,800.001 1 ; _9,100.0014 ' i i 1 70 I 60220230....].,..1041 WITH SPECIAL FRAME AND EACH $1,750.00 1...01 .. . 1,750.00 1.0} _ 1 750 00 MANHOLES,TYPE A,5 DIAMETER , 1 } 1 { 60221100 1105!TYPE 1 FRAME,CLOSED LID EACH $2 000.00 13.0 • 26,000.001 ' 14A1 28170000'909011 8 000 00 _ _.. T 1vIANHOCEE� A,6- ER i ; 1 5 ] 60223800 !.__106TYPE 1 FRAME,CLOSED LID EACH ! $3,400.001 2.01 6,800.00 ! 1 3.0i _10,200.00.;., t ,MANHOLES,TYPE A,SPECIAL 6 ' i I ] 60224200 107!DIAMETER TYPE 1 FRAME, EACH i $4,400.00' 1.01 4,400.00 ! 1 01 4400_00 INLETS'YP "iYP 8 GAE { T _. 1 ,.___ _ i ._.. i ;. .60236400 6...108 (24"DEPTH) EACH ' $490.00] 4 Oi 1,960.00.5. ; ....... 8 0!.....3,920 00.1 t ........ ... ....... INLETS..TYPE A,WITH SPECIAL # 1 1 1 I 60238700 109 FRAME AND GRATE EACH $1,010.001 8.0 8 080.00 10.0 10,100.00' { `vAWE"VA'Cl'C'rs TYNE A, S'=- 1 __ -i-_. __ _ __--- �..__._. 60248900,_..5._,110I DIAMETER, TYPE 1 FRAME, EACH $1,500.00 3.0 4,500.00 1 I 6.0 .,,. 9,000 00� CATCH BASINS TO BE f { i 60252800 1_111;RECONSTRUCTED 1 EACH $820.00' 2.0 1 640.00 1.04 , 820.001 1.. 60255500... 112MANHOLES TO BE ADJUSTED EACH.. .. ..... 1 ................ .._ ] ............ . .. ..... MANHOLES TO BE . 60257900 1131RECONSTRUCTED 1 EACH $820.00 3.0 2,460.00 2.01 1,640.001 1 AWARDED AWARDED COMPLETED Cl.... ETED CODE No. ITEMS ROADWAY UNDERPASS ADDED DEDUCT ROADWAY UNDERPASS QUANTITY QUANTITY 1 UNIT 'UNIT PRICE QUANTITY VALUES QUANTITY VALUES i QUANTITY I VALUES QUANTITY VALUES i 1 i ( 1 60265700 114 VALVE VAULTS TO BE ADJUSTED 1 EACH $210.001 _ ___ 7.0 ,__ 1,470.00 ___„�___ _ 9.0 1 890.00 __"•__ _ _ 60266600 1151VALVE.BOXES TO BE ADJUSTED . EACH $125.00I 21,0` _._,. 2 625:00 1.0 .,. _125.00 30 375.00,,., 1 i 60266800 ( 116VALVE BOXES TO BE REPLACED : EACH $490.00! 4.0 1 960.00 _ _ __.. FRAMES AN - 60300105.._1 117 ADJUSTED..... 1 EACH.1... $210.00 . . 40!..., ... 840.00. 2 0 ..,........420.00.. I ....1111(.. . FRAMES AND LIDS TO BE 60300305.. 118ADJUSTED EACH $210.00 4.0 840.00 __ 1 _�" 2.0 420.00 I 60500040 1...119 REMOVING MANHOLES... ..... .... EACH ....... . $150.001 3 0.(..._._.. .450,00 _ ....._.... _,... . .................. .. ..... 2 01 ....... 00.. tt 300 60500050 120 REMOVING CATCH BASINS EACH I $150.00' 2.01 300.00 2.0 300.00' . ii 60500060 .121 REMOVING INLETS ,..._EACH...... _ .$909P 1.0 vV .. 90.00 ! ... 1.0 90.001 I t S 60600095 i 122�CLASS SI CONCRETE(OUTLET) CU.YD.4 $225.004 6.0 1,350.00 ! i E _ 60600605 ' 123 CONCRETE CURB,TYPE B FOOT $10.901 600 0+ ..,,,6,540.00' _.....,,,.., ..._, 43.2 470.881 COMBINATION CONCRETE CURB j 1 60603800 ! 124iAND GUTTER,TYPE B-6.12 FOOT ; $10.90 120.01 1,308.00' 625.5' 6 817.951 �OMBiNATfbFI CONCRETE CURB _.__ _ _.._._"_ _ ! _ ..._- 60604400 125,AND GUTTER,TYPE B-6.18. ,._FOOT x_._ $11.901 140.01 1,666.00 196 0 401 COMBINATION CONCRETE CURB 60605000 126 ND GUTTER, CONCRETE CUR "' FOOT $12.654, __.7 411.01 93,749.151 _ __,,_,• i•-, _,•_ 6670.01 84,375.501„ I i ! 407 01 5,392.751 !_ 60607400 E.. 127 AND GUTTER,TYPE,B-9.24..... FOOT . ...... ...._$13.253 ......._....,_326.01 .. ..4,319.50 _..,... ........... __. _....... ......._... .. _ i. ......... _. 61100500 128iPLORATION TRENCH 52" 1 I j • I 1 ,DEPTH FOOT $14.001 125 01 _ 1 750.00 ___ �,,, 90 0 1,260.00 __„ _i ENGINEER'S IELb ierr7 , 67000400 �� a I 6 31 15 625.00 .....,,11 1 129 A CAL.MO,.....$2500.00 6 0 15 000.00 _ .. ... , 'TRAFFIC CONTROL AND... 1 0 15,000.001 1 70100500 1301 PROTECTION STANDARD 701326 L.SUM' $15,000.00' 1.01 15 000.00 0 _ ';TRAFFIC CONTROL AND � _ 1 00` 70101700 } 131 PROTECTION L.SUM $19,900.001 1..0 19 900.00 l..__.... 1.-, P... . . ! ...._. i. .....!TRAFFIC CONTROL AND .... E F ............ ....._ 00 ( 1 1 L 70102620 132IPROTECTION STANDARD 701501 L.SUM $1.001 1.0 1.00 { _ 1.0 1.00 !TRAFFIC CONTROL AND -- i._ - - 70102635„ 133:_PROTECTION,STANDARD 701701 .L.SUM $1.001 1.0 1.00 1 1 1.01 1 00� TRAFFIC CONTROL AND ( 1. 70102640 134IPROTECTION STANDARD 701801 L.SUM $1.001_ 1.01 __ 1.00 ' 1.0 i 'f EMP�FtA�Yi��/EMENT i 1 70300210 ' 135I MARKING LETTERS AND SQ.FT. $1.10 219,9 1. 231.001 i 32.9 36.19: TEMPORARY PAVEMENT .._ 1 r 70300220 1361 MARKING-LINE 4" FOOT j $0.161 37 560.01 .6 009.60 25666.51 4,106 641 _.__ _ ! __ ,"__,_ �P�RA-RY GEMENT _ . � 1 70300240 1371MARKING-LINE 6" !...._FOOT .. 60. 4 225.0 54.00 j 06 04...,..... 44 1 25 TEMPORARY PAVEMENT 1 70300260 138 MARKING LINE 12 FOOT $0.60 75.0 _ 45.00 „___ ____ _4_ _....i._.,.___.___4_______; _ _ 1 70300280 139 MARKING LINE 24" FOOT .. . $1.00 22.01.. . 22 00 i ........ .... ........ 127.0 _..... 127.00E WORK LONE PAVEMENT ...... { .... E ; i 11 I I 70301000 140 MARKING REMOVAL . SQ FT $1.05 14,000.0 14,700.00 1 ,_�__• 11700.01 ;� €M�OWARY CONCRETE-- 70400100 141 BARRIER FOOT $15.00 80.0 1200.00 ( ...,, ... i .....1.,200._. E 80 0 .00 RELOCATE TEMPORARY ......... { 1,...70400200 142ICONCRETE BARRIER ��1 FOOT y $5.001 ________ - , 100.0 500.001 L_,.,_, 100.01 500.00 AWARDED AWARDED COMPLETED I CO.... ETED = No ROADWAY UNDERPASS ADDED DEDUCT ROADWAY I UNDERPASS { CODE ITEMS • QUANTITY QUANTITY UNIT UNIT PRICE QUANTITY VALUES QUANTITY VALUES QUANTITY I VALUES QUANTITY VALUES .. TEMPORARY CONCRETE....... .......- .......... .... 70400300 }, 1431BARRIER, TERMINAL SECTION EACH $170.00 1 2 0 340.00 2.0 340.00 "H 1GR P TIC PAVEMENT-7 .-._. _ ' -.____.-- _ ._ _ 78000100 ..144.MARKING-LETTERS AND •SQ.FT. $2.25 50.0 112.50. t ._......, 405 6 912.60[... ;THERMOPLASTIC PAVEMENT I i 1 1_78000200 i 1451MARKING-LINE 4" FOOT $0.34 13,389.0 4 552.26 13980.01 4 753.20 __,__• ? ;THERMOPLASTIC PAVEMENT- t 78000400 ± 146 MARKING LINE 6" FOOT , , ...,,.,$0.52 1,204.0;. 626,08 i„__,.__. .,,,_.._.. „,., .,_ 1939 01_ ,_..1,008.28 1 THERMOPLASTIC PAVEMENT 78000600 147 MARKING-LINE 12" FOOT $1 10 510.0 561.00 434.01 477 40 1 REAMOPL'AAS1Ll "AVEEf EFTT-° r_.. --t-j _. __ i _-_ _- - _ - - 78000650 148 MARKING LINE 24". FOOT 1 , $199! 154.0 306.461 j. ....... j . �tt._.....,. .. 218.0[ 433.82 PAINT PAVEMENT MARKING- ! i i I 78001100 1 149:,LETTERS AND SYMBOLS SQ.FT. _$1.001 50.0 50.00 ! 1 v.._ - _ PAINT'PAVEMENY A RIFTO-LINE, I ; I _.. t ..mm 78001110 150 4 FOOT $0 12, 13,389 0 .....1,606.68 PAINT PAVEMENT MARKING-LINE'._, ...._.., 1 _.._ I i 1 - 78001110, 1 151 4" FOOT ' 1-- PAIN-TPP,VENTENTMARKINO-LINE - _ } _ _ __ 78001130...�._121q".. .. FOOT $0.18 1,20-4-.-pr- ,204 0 216.721 i PAINT PAVEMENT MARKING-LINE ... ... ...... 1 78001150 153 12" FOOT ! $0.40 510.01 _ 204.00 _. _.___.. 1...___ J PAINT°PAVEMEFTT ARRINT:ITNP, -.- i _. i 1 #_ _. ___ i 78001180 1 154 24" : FOOT .... $1.00 154 0 154 00 q i .....,.... # 1 .. L..._ PREFORMED PLASTIC PAVEMENT ............. �..... . .. j......... I 78003110 155.MARKING,TYPE B-LINE 4" FOOT $2.00 _ _ 210.01 420.00 l __. 186.01 3 7 2._.00 PfFEFORMEb PLASTIC PAVEMENT 78003130 i 156 MARKING TYPE B LINE 6" FOOT $4.001 ! 65.01. 260.001 ' I. 74 01 ._,..,.._296.00 RAISED REFLECTIVE PAVEMENT i 78100100 157 MARKER EACH I $19.50, _93.0 1 813.50 2.01. _..a991___. a- _,__ _ _sot() 5 869.50 2 0� 39.00 1 78300100 158''.PAVEMENT MARKING REMOVAL . SQ FT ' $0.501 2,060.01 1 030 00 i 1 ...,. 0 • 501 1......__... ; _ ... 3 0 751 } 1 350 1 80500300_? 159:,SERVICE INSTALLATION,TYPE C EACH s $765.001 .,,,,,- 1.01 765.00 _ j ,_ __1 0 •,___ 765.001 m,__■ 80500500 1.._160 SERVICE INSTALLATION,TYPE E EACH__(..._.. . 6 1 .......... ..... E i CONDUIT IN TRENCH, 1 1%4"DIA. ! i 81000400 ! 161;GALVANIZED STEEL FOOT i $4.801 10.0 48.00 10 01 48.00 i _55 0! 264.001 10.0 48.00 a5NtSUi ']N TRENCH 2"DIA _._ _ 81000600 ;....162 GALVANIZED STEEL FOOT j .......$5.45 4,860.0' .. 26,487.001, .. .... ...... ...J. ....: 7 0I 2... ;CONDUIT IN TRENCH,2 1/2"DIA., I . I 05 110 65 4 2 81000700 1631 GALVANIZED STEEL ' FOOT 1 $7.40) 78.0' 577.20 ` _ ___, 112.01 ,_ 828.801 _,• C•NiUI� `1 N 3 BI ., 1` 1 81000800 A 164IGALVANIZED STEEL FOOT..,.......... $8.30( 360.0 .._.., 2,988.00 ... 224 _ ' 1 1 00' f 270 0 CONDUIT IN TRENCH,4`DIA., . I 1 81001000 165 STEEL ,FOOT i $11.65 123.0' 11432.95 j i 22 0 256 30' ._ __• __,_._ CONDUIT IN R ! ___ j _..- 1 /2 CIA 1 81012500 ..1 166 PVC FOOT .„. ..$3.90< 720.0 ..... 2808.001 ..__.. , 1 .....2. 99 # ! 720 0� 2 808•CONDUIT PUSHED,2"DIA., 1 1 1 I 1.. 81018500 i 167 GALVANIZED STEEL FOOT ; $13.601 240.0 3,264.00 I I 473.0 6 432 80' _. _ CONDUIT PUSHED 4"DIA., j 1 T 1 81018900 168 GALVANIZED STEEL FOOT $21.801 200.0}. _._4 360.00 243.01 _ 5,297.4o1 _..4_ .CONDUIT ATTACHED TO 81100300 ' 169 STRUCTURE, 1"DIA.GALVANIZED i FOOT $7.15' .._ 220.0 1573.00 __ i ___. 220.0 .-. 20 Q.}. 1,573 00 j....81302100...1..170IATTACHED TO STRUCTURE,8"X ,. EACH ......, $305.00 ... .... . .. .1.0 .....305.00 1.01. ............305.00 HANDHOLE-COMPOSITE , 1 81400100 j 171 jCONCRETE,__ '; EACH _ $380.00 _ 1.0 380.00, 1 _. _____ 1 • ... , AWARDED AWARDED COMPLETED cu..o ETED CODE ' No ; ITEMS : ROADWAY UNDERPASS QUANTITY DEDUCT ROADWAY UNDERPASS QUANTITY .... UNIT UNIT PRICE QUANTITY" VALUES QUANTITY VALUES .QUANTITY VALUES [ QUANTITY 1 VALUES I .... .......... ....... '.......... ...... .......... .. .. ............ _........ ..........._.._. ........_......._.._ ... ... .. ■ . 81400400 .1 172;CONCRETE HANDHOLE 1 EACH $580.00_ 9.0 5 220.00 _ 12.0_ 6 960.00 ______3.0 1 740.00 { 81400600 j..173;CONCRETE DOUBLE HANDHOLE . EACH $1,445.00 { 1.0 1,445.00 i.............. 1.0 1445. 0 TRENCH AND BACKFTLL OR . 0 81500200 ? 174;ELECTRICAL WORK 1 FOOT $1.60 3 906.0 6 249.60 _720.0 _1152.00 5767.0 9,227.20 ELECTIk 1 1 •N.I 81702120 1 175 600V(XLP-TYPE USE)1/C#8 ! FOOT $0.45 1 6300.0 2835.00 ......._.. ., _ 1. 5,760.0 2,592.00 LIGHT POLE,ALUMINUM,40 FT ;1 1 7 6 1 M EACH I 1 _ _ --- --- -- ( -•- 83600100 177 LIGHT POLE FOUNDATION 1 EACH $950.001 2.0 ........._1,900.001 _ .._....... ... 4,750.001 50 . MAINTENANCE OF EXISTING 1 85000200 1781TRAFFIC SIGNAL INSTALLATION EACH 1 $950.00 1.01 950.00 ___2.0 1,900.001 `^" ... 1FULL ACTUA�`E15-MINTROLLER � 1 __.___..... ._.. 85700200. 179 AND TYPE IV CABINET ......EACH 1 $9,280.00 1 0 9 280 90 9,280.001. f. 1 0�... I 1 86000100_,_180'MASTER CONTROLLER ' EACH _ { I 1 86300500 181 CONTROLLER CABINET TYPE V EACH i 1 86400100 182 TRANSCEIVER-FIBER OPTIC - EACH ( $1 490.001 1 01 1,490.00 { I 1.0 1,490.001 ,_, i E'L`�"C-'I`T�1CCAaL�"Irk-�CS .'..._.'�__�___.�..}_ 3 I i �.....� __i 1 340.80 87301215 183:SIGNAL NO. 14 2C FOOT, (.... $0.601 572.01 343.201 3.._..._ 568.01 340.80 } ELECTRIC CABLE IN CONDUIT .., i 1 j > 87301225 184 SIGNAL NO. 14 3C , FOOT $0.661 846.0 558.36 864.0 •__570.24 _ __ __ EC" tI ELC CA I 1 i _ i ._ _._ 87301245 i 185•SIGNAL NO. 14 5C FOOT 1 $0.691 1,012.01. .. 698.28 i 1.034.01 _. 1 € 10 713 461 ,ELECTRIC CABLE IN CONDUIT I i..._._• I ! 1538 01 1 138.12! k.___ 87301255 s 186;SIGNAAZZA 7C FOOT $0.74 1402.0 1037.48 1, ELECTT�IEi AFL Ia CbFlT5C71T, ( __._ , _ --_---- I } _ 87301805 1..187 SERVICE,NO.6 2C.... ......... FOOT �..._ $1.30 257 0... .334.10. i 2. i 2460( 319801 ' ,TRAFFIC SIGNAL POST, 1 ( 1 { 87502480 1 188:GALVANIZED STEEL 14 FT. EACH $860.00 1.0. 860.00 1 1.0 860.00) _ ! _ - I 1TRAF `IC SIGNAL POST, � ._ _ _..�........_.-. i 87502500 1 1891GALVANIZED STEEL 16 FT. EACH ! $890.001 2.0.. 1.780.00 2.01 1,780 001 • STEEL COMBINATION MAST ARM I 87702870 190ASSEMBLY AND POLE 28' EACH $4 940.001 1.0 4 940.00 I 1.01 4,940.00, _ STEEL COMBIN• 41 r►'� Y }}- , 87702880. }_ 191 ASSEMBLY AND POLE 30 EACH $4,945.00. _..._.....1.0 4,P.4§...99. _.... ............... ....._. _. , 4 945.00 STEEL COMBINATION MAST ARM 87702890 ' 192 ASSEMBLY AND POLE 32' 1 EACH r STEEL C• INA`TfBFTA T- 1 87702900 193.ASSEMBLY AND POLE 34' EACH $5,060.00 1.0M. ..5,060.00{ i _,_. 5,060 f 1 0 001 COMBINATION MAST ARM j 1 I 1 1 87702910„ 1941 ASSEMBLY AND POLE 36' EACH $5,290.00 1.01 5,290.001 •_, __ _ .__ _, w_ p. _,____f5 - - - -- 1 "TSTESE C� I A IVI 1 � � 1 1 101 87702930 195 ASSEMBLY AND POLE 40'......... .. .....EACH..... sj i ... i }..,....... ( !STEEL COMBINATION MAST ARM j 1 87702940 1961ASSEMBLY AND POLE 42' 1 EACH ! - _ - - - i !STEEL COMBINATION MAST ARM 87702950. 197 ASSEMBLY AND POLE 44' 1 EACH 87800100 I 198 CONCRETE FOUNDATION,TYPE Al FOOT $145.00 12.0 1,740.00 12.0 1 740.00 ___.- 1 I ...... :........... . 87800200.., �. 199 CONCRETE FOUNDATION,TYPED FOOT ,._.._. $230,00.,... _40,_. 920:00...._._... � .... .., 920.00 f� 40 .CONCRETE FOUNDATION,"TYPE E 1 I 1 87800400 1 200130-INCH DIAMETER 1 FOOT $140.00_ 60.0 8,400.00- -__ 60.01 _, 8,400.00_1__ _.,_-j _ • AWARDED AWARDED i COMPLETED i Cc TED CODE No. ITEMS ROADWAY 1 UNDERPASS 1 ADDED DEDUCT ROADWAY i UNDERPASS 1 QUANTITY UANTI QUANTITY UNIT UNIT PRICE) QUANTITY VALUES 1 QUANTITY 1 VALUES QUANTITY 1 VALUES QUANTITY I VALUES 1 _..........._ _.....3 ........_.... ........_... ........ .. ......... ..... .. .... ...... ......... ...... .. .. .. 87900200 i 201;DRILL EXISTING HANDHOLE EACH $130.00 1.0 130.00 1 Oi 130.00' I SIGMA ■ I _.._ 88000170 _x 202 1SECTION MAST ARM MOUNTED 1 EACH $1,030.001 4.Oi.. ...4 120.00,,,.., ,. 1 4 0 4 120.00 ' SIGNAL HEAD 1-FACE,5- 88000280_ i 203 SECTION,BRACKET MOUNTED 1 EACH $1 510.001 2.0 3 020.00 2.0 3 020.00 E .SIGNAL HEAD 1-FACE=5- `°�' r. ~- 88000290 ( 204 SECTION,MAST ARM MOUNTED EACH„.. $1 570.00 4.0 6,280.00 4.0 6,280.00 .. .... 1......... .. SIGNAL HEAD 2-FACE;3-' 88000420 205 SECTION,BRACKET MOUNTED EACH $1,810.00 1.0 1 810.00 1.0 1,810.00 _ 1 SIGNAL HEAD,2-FACE,5- 1, 88000470_„1.206 SECTION,BRACKET MOUNTED EACH $2,860.00 1 0 2 860.00 1.0 ... .2„860.00 SIGNAL HEAD.2-FACE,1_3._ I.... 88000490 2071SECTION 1-5 SECTION BRACKET EACH I i ..,_ .�_ -- . I .._. _ i j :PEDESTRIAN ID 1- - - 88100200 208 FACE,BRACKET MOUNTED EACH ` $940.00! 4.0 3,.760.00. 4.0 3,760.001 PEDESTRIAN SIGNAL HEAD 2 1. ,88100400 . 209:FACE BRACKET MOUNTED , EACH ^�11 88200100 . 2101TRAFFIC SIGNAL BACKPLATE :...EACH $110.001 8.0 880.00 8 0 880.00- 4................ 88800100_211:PEDESTRIAN PUSH-BUTTON EACH $120.001 3.0 360.00 3 0} 360.00 I t 89000100 212 i INSTALLATION 1 EACH $22,450.00i 2.0... 44 900.00 I 2.0 4.1900 00 i REMOVE ELECTRIC CABLE FROM + ' -89502300 213 CONDUIT FOOT ' + REMOVE E�STIt�TTIUA ". _�. .___. _ _ _ _r 89502375 214 I SIGNAL EQUIPMENT . EACH _ $1,950,00 10 1,950.00 10 195000 1 89502380 ` 215 i REMOVE EXISTING HANDHOLE . EACH f r REMOTE _ _____ _ 89502385 216:FOUNDATION EACH _ X0322863 217.DISTRIBUTION CIRCUIT BREAKER EACH $150.00 _ 1.0 j_ 150.00 1.0 150.00 1.0 150.00 1.0 150.00 TELECTRIC CABLE IN CONDUIT - - -._ _____. X0322925 218 TRACER,NO 14 1/C FOOT 1,. $0.301 1,971.01 591.30 2022.0 606,601 1 X0323389 ' 219:STORM SEWER CONNECTION EACH i $500.00 500.00, I__.. �_..__ _. _ t X0323405 220:METAL SECURITY GATE EACH ' $3 000.00 4.0 1 12000.001 ' ...Pi 12,000 00 t. STORM SEWERS DUCTILE IRON i r ! 1 X0517100 221 PIPE 8 FOOT ' $37.001 142.0 5254.00 i _ _ _ i 142.0 _M 5,254.001 1 i X2111000 222 TOPSOIL EXCAVATION . CU YD 1 $7.84 ' ...350.0 2744.00 TELEPHONE SERVICE. ...... �.. ,_X8011000 223;INSTALLATION . EACH 1- 1 EL TRIO CA`ELE ia-moC7'I`Y`- _ E•_ _.. i_ X8730027 1 2241 GROUNDING NO.6 1 C ; FEET ' ,..$1..,60, 1,272 01,.,.... 2,_035.20 I. 913 0 1,460.80 1 MAILBOX REMOVAL AND ..... . _,._... __....... _. .... _.... .... _._ _.... XX000856 225:RELOCATION EACH $200.00 4.0 4 800.00 1 _ 4.0 800.00 + XX001429. 226 FORM LINER TEXTURED SURFACE SQFT $8.95 692.0 6193.40 840 0 7,518.00 i 1,.. XX001706 j 227 TOPSOIL PLACEMENT i CU YD $23.00 200.0 4600.001 1 XX002086 228;SEGMENTED RETAINING WALL ; SQ FT $40.00 2300.0 92000.00 2.300•0 92 000.00 1__XX002185 i 2291RELOCATE EXISTING LIGHT POLE 1 EACH $2,150.001 3.0 6,450.00 3.0 6 450.001 _„_ ---------A ,____„____-------,-, , i AWARDED AWARDED I COMPLETED COrv, ETED CODE No. ITEMS € ROADWAY UNDERPASS ADDED DEDUCT ROADWAY UNDERPASS t .... QUANTITY QUANTITY ...... ..............r. ( ............._._. ., • UNIT UNIT PRICE QUANTITY VALUES QUANTITY VALUES QUANTITY VALUES QUANTITY I VALUES REOPTIMIZE TRAFFIC"ST NAL I XX002852 230 SYSTEM EACH 10 350.00 1.0 10 350.00 _ 1.0 1 M flG A ITALL'STABILIZED XX003467......t 231 EARTH WALL(SPECIAL) SQ.FT. ....._$95;00 ..... 1,000 0......,. 95,000.:00 .............. 449.6 42,712.00. VIDEO VEHICLE DETECTION 1 XX003982 232'SYSTEM _ EACH $31 820.00 1.0 31,820.00 _ 10' 31,820.00,-„� ! XX004047 j 233 LIGHTING.CONTROLLER SPECIAL EACH $5,230.001 1.0 ,,...., .5230.00} 1.0 5,230.001 WATERMAIN RELOCAT"YFI CART .. { XX004353 " 234 i PATH)__� _ L SUM $10 500.00 1.01 10500.00_ _" "_" _ ,_ "1 1.0 1000.00 20001050 235; ■991:;EGATE SUBGRADE 12 ,SQ,YD.1 $11.25f 27 194.0 305 932.50 1 26771,0 301,173.75 } 20002600 236BAR SPLICERS EACH ' $25.00 i 66.0 1650.001 (. Z0013798 ' 237 CONSTRUCTION LAYOUT L.SUM $13,200.00 1.01 13,200.00 1.00 13 200.00 } !DRAINAGE&UTILITY ...,... Z0017400 ' 238!STRUCTURES TO BE ADJUSTED EACH $200.00 3.0 600.00 Z0017700 . 239 STRUCTURES TO BE EACH . .,..$820.00! ..,,. 1.9 820.00 2.0 1 640.00 Z0019600 240 DUST CONTROL WATERING UNIT $52.35! 250.0" 13,087.50 "_ ___ Z0045002 241'PRESSURE CONNECTION 12'X8 EACH $2,225.00., 4.01 ..8,900.00 5 0 11,125.00 �............. SAND MODULE IMPACT ! Z0056200 i 242ATTENUATOR(RELOCATE) ! EACH $75.00 10.0. 750.00 i 10.0 750.00 SAD M��UE MPACT _. _ _._ ! _� .� Z0056400 2431ATTENUATOR(TEMPORARY) EACH $325.00 10 0j 3250:00 10 01 3250.00 244ADJUST WATERMAIN 12" FOOT $115.00 50.0! 5,750.001 20.0! 2,300.00 ! , _ BITUMINOUS CONCRETE BINDER _ ___ _ ...___ _ 245 COURSE CLASS I(5") 8Q YD $1.7.25 ( } 885 0 15 266.25 CARTPATH SUBGRADE........ �....... j .....700.0 12075.001 246 PREPARATION 1SQ.YD. $6.00 1 { 700.0 4200.001 __885.0 5,310.00 247 CONCRETE COLORING , CU YD $427501 4 1.0 1. 42.9 1.,823. 5, 248'DRAIN BASIN-12"DIAMETER . EACH ° $450.001 1.0 450.00 1 -_ 249 DRAIN BASIN 15"DIAMETER EACH_..,,.. $450.00 1 900.00! ._. ....., { .,._ + . .. j DRAINAGE STRUCTURE......... 1 2 0..... _250IADJUSTMENG r EACH ! $210.001 1.0` 210.00 _.� �_- 1.0 210.00 bI�AINA E _ ! _,__ __.__.._�. .. 251 ADJUSTMENT(6 RISER) , EACH ! $200.00 1.01 200.001 1113 EXISTING SIGN AND POST '"-252 REMOVAL EACH" $75.00 . 4.0! 300.00 _._ .__._ _._ _. 1..._, R P 1C CABLE III OFT6CTI5P i _ 253.12 FMM/12 FSM COMPOSITE ; FOOT $2.851 1971.0 5 617.35 2022.0. 5 762.70 LANDSCAPE(GOLF CART ._. -___„ 254'UNDERPASS) EACH $20,000.00 _ _ __ __ 1.0 20000.00 _ I _____„,�_ 1.0 20 000.00 LUM1NMETAL H TI5E; BALL I ' j.2551MOUNT,175 WATT EACH $710.00. 12 0 8520.00 .........,.. 13.0. ....._9,230.00 256;MEDIAN ISLAND SQ.FT, $2.65 90.0 238.50 I 45.0 119.25 257 PROJECT SIGN . EACH $690.00 20,.. 1,200.00 2.0 1 200.00 ! 2581SIGN PANEL SQ FT. $10.95 120.0 1,314.00 ( 149.0 1 631.55 ,___ 1 AWARDED i AWARDED i COMPLETED COar ETED 1 CODE 1No. 1 ITEMS 1 ROADWAY UNDERPASS 7 ; ADDED DEDUCT i ROADWAY i UNDERPASS UNIT UNIT PRICE QUANTITY VALUES QUANTITY; VALUES QUANTITY QUANTITY VALUES QUANTITY VALUES i i 259SIGN POST FOOT $12.951 188.0 2 434.60 235.01 3 043.25. I 260 STEEL RAILING FOOT $120.001 135.01 16,20.0.001 1.36:p t 16,200 001 261 STOP SIGNS CH $75.00 3.01 EA 225.00 1 3.01 225.22. 262 STREET NAME SIGN ASSEMBLY EACH I $200.001 4.01 800.00 4.0 800.00 'TEMPORARY ACCESS 1 263.(COMMERCIAL ENT RANCE EACH $1,000.00, 8.01 8 000.00 6.0 6000.00 1 264ENTRANCE) 1 EACH 1 $400.001 6.0 2400.00 I 6.0 2400.00 i L. ___ 2651TEMPORARY ACCESS(ROAD) EACH $1,000.001 4.0 4 000.00 1 4.01 4 000.001 ____ `r , TOTALS 1 $2,592,273.31 $581,035.40 52,472,525.660 $578,651.100 Miscellaneous Extras and Credits 1 771 X0000101 ; 266'Conduit-Trench 3"PVC FOOT $8.00 170.0 1,360.00 i 120.01 960.001 v X0000102 } 267 j Unit Duct-1",W3C#8 XLP/USE ' FOOT ! $3.00 300.0, 900.00 __„ i 466.0 1,398.001 ___ _�,., X0000103 268 DETECTORLOOP REPLACEMENTTY 1 ; FOOT $18.60 150.0 2,790.00 {{ 165.0 3,069.00. X0000104 1 269[LIGHT POLE ALUM-40',15'DAVIT ARM ! EACH $2,050.00 2.0, 4,100.00_ #_ _ 2.0 4,100.00 X0000105 1 270114-1 PR SHIELDED CABLE FOOT $0.80 1,000.0 800.00 i 365.0 292.00 tt 4� X0000106 1 271!REMOVE EXISTING HANDHOLE ! EACH $175.00 1.0 175.00 _ ! M 1,0 175.00 X0000107 272'SS RG CL-AST-2,24" ; FOOT $38.50 24.0 924.00, _ 48.01 1,848.001 _„ _ 1 ,. X0000110 273 PAVT MARKING TAPE T-3,4" FOOT $1.251_ 7,050.01 8,812.50; 1 3503.0! 4,378.751,__.... ._. _w__• _ X0000111 � 274PAVT MARKING TAPE T-3,6" FOOT $1.801 300.01 540.00 i 240.0 432.00' X0000112 275;PAVT MARKING TAPE T-3, 12" ! FOOT ! $3.651 350.01 _1,277.501 I 141 0 514.651 1 X00001131 276:PAVT MARKING TAPE T-3,24" FOOT $7.401 40.0 296.00; _„ 15.0 111.00____.__ _____. X0000114 ! 277 PAVT MARKING TAPE T-3,LTS&SYM SQ.FT. $4.25 80.01 340.00 58 8 249 90 -w X0000115 i 278;RAISED PAVT MARKER REM EACH $7.00 , 31.0 _ _ 217.00 L 31.0' 217.001 • 20200100 279'EARTH EXCAVATION-Access Rd CU YD 1 $10.15 1700.0 17,255.00 4 1700.0 17,255.001 _.. { SUB-BASE GRANULAR MATERIAL,' 1 ---___ _� 31100300 1 280"TYPE A 4" SQ.YD. $9.00 4500.0 40,500.00 4500.0 40,500 00 35500300 1 281'•BITUMINOUS BASE COURSE 6" SQ.YD. $28.35 4500.0 127,575.00 1 4500.0 127,57.5.00.' . . BIT CONC BINDER COURSE, ;._ I 40600760 1 2821MIXTURE B,TYPE 2 TON $29.60) 400.0 11,840.00 438.9 12,991.44 BIT CONC SURFACE COURSE 40600850 ' 283;MIXTURE D,CLASS I,TYPE 2 TON $35.80 400.0 14,320.00 419.6 15,019.89 i 1 LUM MET HALIDE(MATERIAL X0000116 1 284:0NLY) _ __ _ I EACH _ $160.00_ 11.0 1,760.00_ - 11.0, 1,760.00, I AWARDED rI AWARDED f COMPLETED ! Ct. ETED 1 CODE No. ITEMS 1 1 ROADWAY ' UNDERPASS ADDED DEDUCT ROADWAY UNDERPASS 1 ... ' QUANTITY QUANTITY 1... .. UNIT 1UNIT PRICE QUANTITY VALUES QUANTITY l VALUES QUANTITY VALUES QUANTITY VALUES PHOTO CELL INSTALL FOR ! X0000117 285 UNDERPASS EACH $700.00 1.0 700.00 1.0 700.00 X0000118 286 DAY LILIES EACH $11.05! 62.0 684.98 62.0 684 98 I X0000119 . 287 CONVEX MIRRIOR AT TUNNEL L.SUM 81.001 576.8 576.77 1 i 576 8 576 77 X0000120 288 R&R ORNAMENTAL FENCE L SUM. $1.001 1022 7 1,022.67 c _ 1022 7 .....1 022.67. X0000121 j 289 GRANIT DECRATIVE ROCK L.SUM $1.00 4500 0 4,500.00 4500.0` 4,500.00 . EXTRA WORK DUE TO COM-ED f I I {{ FRC01001 290 DELAYS 1 I ._.__. . _. j .._.... __..,,., A WINTER CONCRETE L SUM1 $1.001 9161.9 9,161.89 C 9161.9 9,161.89: B TRAFFIC CONTROL L.SUM $1.00 25974.3 25,974.33 25974.3 25,974,331 C CURB PROTECTION WITH BIT L.SUM $1.00' 18656.9 18,656.86 18656.9 18 656,86 _.. 1D ADDITIONAL GRINDING L.SUM $1.001 11784.2 11 784.18 11784.21 11,784.181 i E ;Temp striping,Oil Based paint L.SUM 1 $1.001 8122.2 8,122.17 � 1 812221 8,122.171 . ,µ 1 Total added by change order No.1 211,387.00 Total Miscellaneous Extras and Credits 314,030.481 Total Value of Completed Work 2,786,556.14 578,651.10 TOTAL APPROVED CONTRACT $3,384,695.71 _ _ _ Deduct Retainage 0% _ vm BALANCE REMAINING IN CONTRACT $19,488.47 Balance Due on Completed Work 2,786,556.14 578,651.10 ■ 1 I I i S Miscellaneous Debits Payment Estimate No.1 104,939.97 Payment Estimate No.2 233,158.56 61,747.20 _ Payment Estimate No.3 454,391.33 35,583.62 Payment Estimate No.4 311,260.97 __. __ 68,463.67 _ __ Payment Estimate No.5 308,693.32 97,709.85 __. Payment Estimate No.6 65,002.59 49,995.00 Payment Estimate No.7 393,200.70 95,859.72 Payment Estimate No.8 298,236.27 43,805.43 __ v_ Payment Estimate No.9 115,917.10 26,035.20 Payment Estimate No.10 230,977.77 26,622.21 Payment Estimate No.11 182,305.46 72,829.20 ' I AWARDED AWARDED COMPLETED CL.,... ETED • ROADWAY i UNDERPASS I ADDED DEDUCT I ROADWAY I UNDERPASS ! CODE l No. ITEMS . UNIT I UNIT PRICES QUANTITY VALUES 1 QUANTITY I VALUES l QUANTITY I VALUES 1 QUANTITY I VALUES i Total Miscellaneous Debits l 2,698,084.041 678,661.10 iTotals $88,472.10; $0.00 i Net Amount Due-Estimate No. 12. 1 $88,472.10 SIGNED S—D...•C, ..i sE;32": " DATE NAME LE APPROVED a DATE NAME • . '