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HomeMy WebLinkAbout237820 10/08/14 44s CITY OF CARMEL, INDIANA VENDOR: 00350320 ONE CIVIC SQUARE E& B PAVING, INC CHECK AMOUNT: $'"116,155.99" f =4 CARMEL, INDIANA 46032 17042 MIDDLETOWN AVE CHECK NUMBER: 237820 °MiroN'c�` NOBLESVILLE IN 46060 CHECK DATE: 10/08/14 DEPARTMENT ACCOUNT PO NUMBER INVOICE NUMBER AMOUNT DESCRIPTION 202 R4462865 26536 12 3,364.16 ILLINOIS ST PAVING 211 R4350200 26536 12 75,000.00 ILLINOIS ST PAVING 211 R4350900 26536 12 37,791.83 ILLINOIS ST PAVING CITY OF CARMEL PROJECT NO. 11-09 Illinois Street Extension Progress Estimate Summary Sheet Ft Signature Page Progress Estimate No 12 Partial Semi-Final x Final 4 53 2o2 - IZIIN(a28(o5 3,3��f •I�a Earned to date $ 3,967,517.31z o 3- .�t3�oq o o 31 ,9 9 Previous payments $ 3,851,361.32.' 21 I -Q�350200 � S,00O, O� Earnings this estimate $ 116,155.99 Retainage $ _ '1 2 o z _ rL Li 3 50 ® ® 5 S oo.55 Amount due Contractor $ 116,155.,99 CONTRACTOR: DATE: B Paving Co., Inc. Phone: (317) 773-4132 17042 Middletown Avenue Fax: (317) 773-4137 Noblesville, IN 46060 CONSULTANT: w DATE: AMERICA STRUCTUREPOINT, INC. Phone: (317) 547-5580 7260 Shadeland Station Fax: (317) 543-0270 Indianapolis, Indiana 46256-3957 APPROVED BY: DATE: CITY of CARMEL Construction Pay Estimate Report 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Contract: _Carmel 11-09, Illinois Street Extension Estimate Estimate Entered Estimate Managing No. Date By Type Office 12 3/4/2014 David Machala SEMI-FINAL American Structurepoint, Inc. All Contract Construction Prime Contractor Work Completed Started Date E&B Paving 11/26/2013 6/19/2012 17042 Middletown Avenue Noblesville IN 46060 Comments Item Usage Summary Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Project Item Mod. Item Description Unit Item Code Ln. Line No.Type No. quantity Item Price Dollar Amount Subgrade Treatment,Type IC SYD _0318 0015 0075 00 000 2,307.000 11.15 $25,723.05 Compacted Aggregate,No.53 TON _3010 0018 0090 00 000 302.210 30.00 $9,066.30 Base Compacted Aggregate,No.53 TON _0322 0020 0100 00 000 40.930 20.00 $818.60 HMA Surface,Type C TON _0185 0023 0115 00 000 -22.400 65.00 $-1,456.00 HMA Intermediate,Type C TON _0326 0025 0125 00 000 129.520 48.00 $6,216.96 HMA Base,Type C TON _0327 0026 0130 00 000 -201.120 46.00 $-9,251.52 Asphalt for Tack Coat TON _0184 0028 0140 00 000 11.020 525.00 $5,785.50 Decorative Concrete Pavement, SYD _0329 0029 0145 00 000 -16.500 105.00 $-1,732.50 Truck Apron Decorative Concrete,4 in. SYD _0330 0030 0150 00 000 10.460 75.00 $784.50 Curb Ramp,Concrete,C SYD _0331 0031 0155 00 000 15.600 175.00 $2,730.00 Curb Ramp,Concrete,L SYD _0332 0033 0165 00 000 14.000 135.00 $1,890.00 Curb and Gutter,Type II LFT _0335 0036 0180 00 000 156.650 11.50 $1,801.48 HMA for Approaches,Type B TON _0338 0039 0195 00 000 90.800 85.00 $7,718.00 Mobilization and Demobilization EACH _0114 0043 0215 00 000 2.000 300.00 $600.00 for Seeding Fertilizer TON _0340 0044 0220 00 000 0.120 1,050.00 $126.00 Seed Mixture,U LBS _0341 0045 0225 00 000 50.000 5.50 $275.00 Mulching Material TON 0343 0047 0235 00 000 0.660 370.00 $244.20 Field Office,C MOS 0346 0051 0255 00 000 2.500 2,117.19 $5,292.98 Road Closure Sign Assembly EACH 0365 0075 0375 00 000 1.000 141.00 $141.00 Construction Sign,A EACH _0367 0077 0385 00 000 12.000 164.00 $1,968.00 Barricade,III-B LFT 0369 0080 0400 00 000 12.000 15.00 $180.00 Decorative Street Lighting,Wiring EACH _0372 0086 0430 00 000 1.000 9,500.00 $9,500.00 and Installation Handhole EACH 0374 0088 0440 00 000 1.000 875.00 $875.00 Contract ID: _Carmel 11-09 Estimate:12 Page 1 of Construction Pay Estimate Report 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Item Usage Summary Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Project Item Mod. Item Description Unit Item Code Ln. Line No.Type No. Quantity Item Price Dollar Amount Cable Interduct LFT 0376 0090 0450 00 000 343.000 11.00 $3,773.00 Transverse Marking LFT _0377 0094 0470 00 000 -109.000 4.05 $-441.45 Thermoplastic Crosswalk,White 24" Line,Thermoplastic,Solid, LFT _0064 0098 0490 00 000 602.000 0.45 $270.90 Yellow,4 in. Transverse Marking, LFT _0383 0104 0520 00 000 109.000 10.00 $1,090.00 Thermoplastic,"Sharks Teeth" Sloped Concrete Island Nose SYD 3100 1028 0653 CO 003 13.700 196.00 $2,685.20 Slip Lane Removal LS 3154 1045 0670 CO 005 1.000 8,548.16 $8,548.16 Storm Structure Modifications, LS _3155 1047 0672 CO 005 1.000 5,499.95 $5,499.95 Utility Conflicts Decorative Light Pole, 15'Arm LS _3156 1048 0673 CO 005 1.000 4,209.50 $4,209.50 Sawcut Pavement LS 3157 1049 0674 CO 005 1.000 1,409.87 $1,409.87 Guardrail,Remove LS _3158 1050 0675 CO 005 1.000 2,305.88 $2,305.88 Undercuts LS _3159 1051 0676 CO 005 1.000 5,658.54 $5,658.54 Curb and Gutter,Handwork LFT 3160 1052 0677 CO 005 39.750 25.00 $993.75 MOT Items,Time Extension LS 3161 1053 0678 CO 005 1.000 5,981.14 $5,981.14 House,Removal,Cox Parcel LS _3162 1054 0679 CO 005 1.000 15,000.00 $15,000.00 Subtotal for Category 1: $126,280.99 Subtotal for Project 11-09: $126,280.99 Total Estimated Item Payment: $126,280.99 Stockpile Summary Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Project Item Mod. Line Line No. Type No. Stockpile Type Price Payment Qty. Dollar Amount Cumulative Qty. 0086 0430 00 000 LGT1 $1.00 -7,125.000 $-7,125.00 0.000 0087 0435 00 000 LGT1 $1.00 -3,000.000 $-3,000.00 0.000 Subtotal for Category 1: $-10,125.00 Summary for Project 11-09: $-10,125.00 Total Estimated Material Allowance: $-10,125.00 Contract ID: _Carmel 11-09 Estimate:12 Page 2 of 3 Construction Pay Estimate Report 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Time Charges Site Site Description Site Method Days Charged Liq.Damages 00 Overall Contract Site Completion Date N/A $0 Total Liquidated Damages: $0 Pre-Voucher Summary Stockpile Project Voucher No. Item Payment Adjustment Dollar Amount 11-09, Illinois Street Extension 0012 $126,280.99 $-10,125.00 $116,155.99 Voucher Total: $116,155.99 Summary Current Voucher Total: $116,155.99 Earnings to date: $3,967,517.29 -Current Retainage: $0.00 -Retainage to date: $192,330.10 -Current Liquidated Damages: $0.00 -Liquidated Damages to date: $0.00 -Current Adjustments: $0.00 -Adjustments to date: $0.00 Total Estimated Payment: $116,155.99 Net Earnings to date: $3,775,187.19 -Payments to date: $3,659,031.20 Net Earnings this period: $116,155.99 Estimate Certific n 9 � PR-American Structurepoint, Inc. (Da ) E&B Paving Co., Inc. (D te) City of Carmel (Date) Contract ID: _Carmel 11-09 Estimate:12 Page 3 of 3 Construction Pay Estimate Amount Balance Report Estimate:12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Contract: _Carmel 11-09,Illinois Street Extension Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 0001 Construction Engineering _0273 1.000 LS 1.000 1.000 100% 28,500.00000 $28,500.00 0002 Mobilization And Demobilization _0151 1.000 LS 1.000 1.000 100% 173,207.10000 $173,207.10 0003 Clearing Of Right-Of-Way _0210 1.000 LS 1.000 1.000 100% 40,000.00000 $40,000.00 0004 Houses and buildings,Remove,Parcel _0313 1.000 LS 1.000 1.000 100% 15,000.00000 $15,000.00 No 4 0005 Excavation,Common _3081 18,009.000 CYD 18,009.000 18,009.000 100% 12.00000 $216,108.00 0006 Borrow _0314 11,262.000 CYD 11,262.000 11,262.000 100% 0.50000 $5,631.00 0007 Temporary Erosion and Sediment _0315 2.000 EACH 0.000 85.00000 Control,Culvert Pipe Protection 0008 Temporary Erosion and Sediment _0316 70.000 EACH 0.000 65.00000 Control,Curb Inlet Protection 0009 Temporary Check Dam,Revetment _0119 144.000 TON 19.890 19.890 14% 30.00000 $596.70 Riprap 0010 Temporary Ditch Inlet Protection _0121 2.000 EACH 0.000 85.00000 0011 Temporary Mulching _0115 12.000 TON 0.000 450.00000 0012 Temporary Silt Fence _0123 6,163.000 LFT 6,756.000 6,756.000 110% 1.15000 $7,769.40 0013 No.2 Stone _0147 200.000 TON 21.360 21.360 11% 20.00000 $427.20 0014 Subgrade Treatment,Type IIIA _0317 1,329.000 SYD 763.600 763.600 57% 6.50000 $4,963.40 0015 Subgrade Treatment,Type IC _0318 11,307.000 SYD 2,307.000 11,561.300 11,561.300 102% 11.15000 $128,908.50 0016 Structural Backfill _0319 4,184.000 CYD 3,630.200 .3,630.200 87% 20.25000 $73,511.55 0017 Chemical Modification,Soils _0320 30,582.000 SYD 31,728.200 31,728.200 104% 5.25000 $166,573.05 0018 Compacted Aggregate,No.53 Base _3010 861.000 TON 302.210 1,013.790 1,013.790 118% 30.00000 $30,413.70 0019 Coarse Aggregate,8 _0321 12.000 TON 0.000 30.00000 0020 Compacted Aggregate,No.53 _0322 244.000 TON 40.930 133.170 133.170 55% 20.00000 $2,663.40 0021 Milling,Asphalt,1 1/2 in _0323 3,034.000 SYD 3,322.100 3,322.100 109% 2.76000 $9,169.00 0022 HMA Surface,Type A _0324 104.000 TON 131.430 131.430 126% 100.00000 $13,143.00 0023 HMA Surface,Type C _0185 2,937.000 TON -22.400 3,432.430 3,432.430 117% 65.00000 $223,107.95 0024 HMA Intermediate,Type A _0325 311.000 TON 419.910 419.910 135% 85.00000 $35,692.35 0025 HMA Intermediate,Type C _0326 4,508.000 TON 129.520 4,411.850 4,411.850 98% 48.00000 $211,768.80 0026 HMA Base,Type C _0327 13,227.000 TON -201.120 12,842.930 12,842.930 97% 46.00000 $590,774.78 Contract: _Carmel 11-09 Estimate:12 Page 1 of 7 Construction Pay Estimate Amount Balance Report Estimate:12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Item Authorized QuantityThis Qty.Paid Total Qty. Dollar Amt Line Item Description Code Qty, Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 0027 HMA,Type C,Intermediate,OG 19.Omm _0328 4,116.000 TON 4,259.600 4,259.600 103% 50.00000 $212,980.00 0028 Asphalt for Tack Coat _0184 28.000 TON 11.020 33.010 33.010 118% 525.00000 $17,330.25 0029 Decorative Concrete Pavement,Truck _0329 260.000 SYD -16.500 256.100 256.100 99% 105.00000 $26,890.50 Apron 0030 Decorative Concrete,4 in. _0330 92.000 SYD 10.460 189.500 189.500 206% 75.00000 $14,212.50 0031 Curb Ramp,Concrete,C _0331 111.000 SYD 15.600 115.250 115.250 104% 175.00000 $20,168.75 0032 Curb Ramp,Concrete,G _0168 29.000 SYD 27.900 27.900 96% 105.00000 $2,929.50 0033 Curb Ramp,Concrete,L _0332 125.000 SYD 14.000 107.180 107.180 86% 135.00000 $14,469.30 0034 Curb,Modified,Roll _0333 635.000 LFT 628.250 628.250 99% 13.00000 $8,167.25 0035 Curb,Concrete,Straight _0334 560.000 LFT 563.000 563.000 101% 13.00000 $7,319.00 0036 Curb and Gutter,Type II _0335 10,583.000 LFT 156.650 10,557.250 10,557.250 99% 11.50000 $121,408.38 0037 Curb and Gutter,Type III _0336 9,453.000 LFT 9,225.750 9,225.750 98% 11.50000 $106,096.13 0038 Curb and Gutter Turnout Concrete _0337 14.000 LI=T 14.000 14.000 100% 95.00000 $1,330.00 0039 HMA for Approaches,Type B _0338 264.000 TON 90.800 546.800 546.800 207% 85.00000 $46,478.00 0040 Mailbox Assembly,Single _0149 2.000 EACH 1.000 1.000 50% 250.00000 $250.00 0041 Geotextiles _3085 226.000 SYD 0.000 2.00000 0042 Riprap,Revetment _0339 86.000 TON 57.300 57.300 67% 35.00000 $2,005.50 0043 Mobilization and Demobilization for _0114 4.000 EACH 2.000 5.000 5.000 125% 300.00000 $1,500.00 Seeding 0044 Fertilizer _0340 2.000 TON 0.120 3.530 3.530 177% 1,050.00000 $3,706.50 0045 Seed Mixture,U _0341 849.000 LBS 50.000 1,336.500 1,336.500 157% 5.50000 $7,350.75 0046 Seed Mixture,T _0342 673.000 LBS 8.000 8.000 1% 3.05000 $24.40 0047 Mulching Material _0343 10.000 TON 0.660 26.720 26.720 267% 370.00000 $9,886.40 0048 Water _0344 28.000 MG 0.000 1.00000 0049 Topsoil _0345 2,222.000 CYD 0.000 8.00000 0050 Sodding,Nursery _0117 7,570.000 SYD 2,667.000 2,667.000 35% 3.08000 $8,214.36 0051 Field Office,C _0346 18.000 MOS 2.500 20.000 20.000 111% 2,117.19000 $42,343.80 0052 Pipe End Section,Precast Concrete,12 _0347 17.000 EACH 12.000 12.000 71% 525.00000 $6,300.00 in Contract: _Carmel 11-09 Estimate:12 Page 2 of 7 Construction Pay Estimate Amount Balance Report Estimate: 12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 0053 Pipe End section,Precast Concrete,36 0348 2.000 EACH 2.000 2.000 100% 1,300.00000 $2,600.00 in. 0054 Pipe,Type 4,Circular,6 In _0173 8,918.000 LFT 8,469.250 8,469.250 95% 4.30000 $36,417.78 0055 Video Inspection for Pipe _0349 5,851.000 LFT 4,587.750 4,587.750 78% 1.00000 $4,587.75 0056 Pipe,Reinforced Concrete,12 in. _0350 3,157.000 LFT 2,826.250 2,826.250 90% 32.00000 $90,440.00 0057 Pipe,Reinforced Concrete,15 in. _0351 371.000 LFT 479.750 479.750 129% 36.00000 $17,271.00 0058 Pipe,Reinforced Concrete,18 in. _0352 113.000 LFT 121.000 121.000 107% 38.00000 $4,598.00 0059 Pipe,Reinforced Concrete,24 in. _0353 423.000 LFT 423.000 423.000 100% 50.00000 $21,150.00 0060 Pipe,Reinforced Concrete,30 in. _0354 668.000 LFT 668.000 668.000 100% 71.00000 $47,428.00 0061 Pipe,Reinforced Concrete,36 in. _0355 1,119.000 LFT 1,085.000 1,085.000 97% 83.00000 $90,055.00 0062 Video Inspection for Underdrains _0174 3,000.000 LFT 7,235.500 7,235.500 241% 1.00000 $7,235.50 0063 Aggregate For Underdrains _0171 833.000 CYD 813.810 813.810 98% 33.00000 $26,855.73 0064 Geotextiles For Underdrain _0172 9,690.000 SYD 8,920.710 8,920.710 92% 1.00000 $8,920.71 0065 Manhole,J10 _0356 1.000 EACH 1.000 1.000 100% 3,600.00000 $3,600.00 0066 Casting Adjust to Grade _0357 4.000 EACH 2.000 2.000 50% 700.00000 $1,400.00 0067 Inlet,F7 _0358 1.000 EACH 2.000 2.000 200% 1,500.00000 $3,000.00 0068 Inlet,J10 _0359 26.000 EACH 25.000 25.000 96% 1,800.00000 $45,000.00 0069 Inlet,M10 _0360 8.000 EACH 9.000 9.000 113% 2,000.00000 $18,000.00 0070 Catch Basin,K10 _0361 35.000 EACH 36.000 36.000 103% 2,200.00000 $79,200.00 0071 Manhole,C4 _0405 10.000 EACH 11.000 11.000 110% 1,850.00000 $20,350.00 0072 Manhole,C2 _0362 1.000 EACH 0.000 2,100.00000 0073 Manhole,J4 _0363 13.000 EACH 13.000 13.000 100% 3,400.00000 $44,200.00 0074 Construction Sign,C _0364 10.000 EACH 2.000 2.000 20% 238.00000 $476.00 0075 Road Closure Sign Assembly _0365 13.000 EACH 1.000 19.000 19.000 146% 141.00000 $2,679.00 0076 Detour Route Marker Assembly _0366 46.000 EACH 54.000 54.000 117% 81.00000 $4,374.00 0077 Construction Sign,A _0367 20.000 EACH 12.000 33.000 33.000 165% 164.00000 $5,412.00 0078 Maintaining Traffic _0086 1.000 LS 1.000 1.000 100% 35,188.64000 $35,188.64 0079 Barricade,111-A _0368 204.000 LFT 240.000 240.000 118% 13.00000 $3,120.00 Contract: _Carmel 11-09 Estimate:12 Page 3 of 7 Construction Pay Estimate Amount Balance Report Estimate: 12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Project: 11-09,Illinois Street Extension i Category: 1,Base Bid Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 0080 Barricade,111-13 _0369 144.000 LFT 12.000 168.000 168.000 117% 15.00000 $2,520.00 0081 Sign Post,Square,1,Reinforced Anchor _0088 681.000 LFT 725.000 725.000 106% 13.50000 $9,787.50 Base 0082 Sign,Sheet,Relocate _0370 23.000 EACH 10.000 10.000 43% 20.00000 $200.00 0083 Sign,Sheet,with Legend,0.080 In. _0093 196.000 SFT 282.470 282.470 144% 15.00000 $4,237.05 0084 Sign,Sheet,with Legend,0.100 In. _0094 96.000 SFT 163.480 163.480 170% 16.00000 $2,615.68 0085 Irrigation Conduit,PVC,4 in. _0371 500.000 LFT 678.000 678.000 136% 9.00000 $6,102.00 0086 Decorative Street Lighting,Wiring and _0372 8.000 EACH 1.000 7.500 7.500 94% 9,500.00000 $71,250.00 Installation 0087 Lighting Power Distribution Panel _0373 2.000 EACH 1.000 1.000 50% 6,000.00000 $6,000.00 0088 Handhole _0374 16.000 EACH 1.000 9.000 9.000 56% 875.00000 $7,875.00 0089 Decorative Street Sign Assembly _0375 8.000 EACH 8.000 8.000 100% 1,650.00000 $13,200.00 0090 Cable Interduct _0376 6,031.000 LFT 343.000 4,047.500 4,047.500 67% 11.00000 $44,522.50 0091 Handhole,Lighting _0083 8.000 EACH 7.000 7.000 88% 600.00000 $4,200.00 0092 Conduit,Steel,Galvanized,2 in.for _0081 508.000 LFT 422.000 422.000 83% 12.00000 $5,064.00 Lighting 0093 Wire,#4 Copper In Plastic Duct,In _0406 1,415.000 LFT 1,786.000 1,786.000 126% 10.00000 $17,860.00 Trench,4,1/C 0094 Transverse Marking Thermoplastic _0377 720.000 LFT -109.000 1,043.000 1,043.000 145% 4.05000 $4,224.15 Crosswalk,White 24" 0095 Line,Thermoplastic,Broken,White,4 in. _0062 1,820.000 LFT 1,700.000 1,700.000 93% 0.50000 $850.00 0096 Line,Thermoplastic,Solid,White,4 in. _0061 4,178.000 LFT 5,047.500 5,047.500 121% 0.45000 $2,271.38 0097 Line Thermoplastic,Solid,White,6 in _0378 606.000 LFT 485.000 485.000 80% 1.25000 $606.25 0098 Line,Thermoplastic,Solid,Yellow,4 in. _0064 11,380.000 LFT 602.000 12,949.000 12,949.000 114% 0.45000 $5,827.05 0099 Transverse Marking,Thermoplastic, _0379 633.000 LFT 512.000 512.000 81% 1.95000 $998.40 Solid,Yellow,Crosshatch Line,12" 0100 Transverse Markings,Thermoplastic, _0063 426.000 LFT 111.500 111.500 26% 1.25000 $139.38 Crosswalk Line,6 in. 0101 Pavement Message Marking, _0380 11.000 EACH 11.000 11.000 100% 80.00000 $880.00 Thermoplastic,Lane Indication Arrow 0102 Snowplowable Raised Pavement Marker 0381 18.000 EACH 12.000 12.000 67% 46.10000 $553.20 Contract: _Carmel 11-09 Estimate:12 Page 4of7 Construction Pay Estimate Amount Balance Report Estimate: 12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 0103 Pavement Message Marking, _0382 24.000 EACH 26.000 26.000 108% 125.00000 $3,250.00 Thermoplastic,Fishhook Lane Indication Arrow 0104 Transverse Marking,Thermoplastic, _0383 232.000 LFT 109.000 199.000 199.000 86% 10.00000 $1,990.00 "Sharks Teeth" 0105 Line,Thermoplastic,Broken,White, _0384 517.000 LFT 228.000 228.000 44% 3.00000 $684.00 12in.,3ft Stripe-3ft Gap 0106 Line,Thermoplastic,Broken,White,6in., _0385 311.000 LFT 141.000 141.000 45% 1.87000 $263.67 3ft Stripe-3ft Gap 0107 Erosion Control Blanket _0386 6,835.000 SYD 6,217.000 6,217.000 91% 1.08000 $6,714.36 0108 Pipe,Sanitary Sewer,10" _0387 134.000 LFT 122.250 122.250 91% 52.00000 $6,357.00 0109 Sanitary Manhole _0388 2.000 EACH 2.000 2.000 100% 2,500.00000 $5,000.00 0110 B-Borrow _0201 278.000 CYD 179.200 179.200 64% 23.00000 $4,121.60 0111 Fire Hydrant,Relocate _0389 4.000 EACH 3.000 3.000 75% 6,500.00000 $19,500.00 0112 Valve Box,Adjust to Grade _0390 6.000 EACH 6.000 6.000 100% 750.00000 $4,500.00 0113 Pipe End Section,Precast Concrete,15 _0391 2.000 EACH 1.000 1.000 50% 550.00000 $550.00 in. 1021 Additional Clearing-Ash Trees _0417 1.000 LS 1.000 1.000 100% 7,547.22000 $7,547.22 1022 Chemical Modifier,Soils,Wet Material _3094 250.630 TON 250.630 250.630 100% 128.66000 $32,246.06 1023 Additional Earthwork after Chemical _3095 1.000 LS 1.000 1.000 100% 6,410.76000 $6,410.76 Modification 1024 Remobilization of Chipper for Cox Parcel _3096 1.000 LS 1.000 1.000 100% 1,573.71000 $1,573.71 1025 Restake Ditch and Outlet Pipes _3097 1.000 LS 1.000 1.000 100% 1,166.30000 $1,166.30 1026 Installation of Additional Drainage _3098 1.000 LS 1.000 1.000 100% 4,558.89000 $4,558.89 Structures 1027 Remove/Install Sloped Concrete Island _3099 1.000 LS 1.000 1.000 100% 5,665.05000 $5,665.05 Noses 1028 Sloped Concrete Island Nose _3100 17.200 SYD 13.700 25.700 25.700 149% 196.00000 $5,037.20 1030 Slip Lane Construction _3101 1.000 LS 1.000 1.000 100% 16,327.05000 $16,327.05 1031 Pavement Markings for Slip Lane,Paint _3102 1.000 LS 1.000 1.000 100% 1,284.00000 $1,284.00 1032 Fishhook Pavement Markings,Paint- _3103 10.000 EACH 10.000 10.000 100% 187.25000 $1,872.50 116th and Illinois Contract: _Carmel 11-09 Estimate:12 Page 5 of 7 Construction Pay Estimate Amount Balance Report Estimate: 12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a Project: 11-09,Illinois Street Extension Category: 1,Base Bid Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty, Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 1033 Barricades for Illinois Street _3104 1.000 LS 1.000 1.000 100% 12,920.28000 $12,920.28 1034 Street Light at 111th and Spring Mill _3105 1.000 LS 1.000 1.000 100% 1,606.07000 $1,606.07 1035 Transport Existing Street Lights to Carmel 3106 1.000 LS 1.000 1.000 100% 1,280.12000 $1,280.12 Street Dept 1045 Slip Lane Removal _3154 1.000 LS 1.000 1.000 1.000 100% 8,548.16000 $8,548.16 1047 Storm Structure Modifications,Utility _3155 1.000 LS 1.000 1.000 1.000 100% 5,499.95000 $5,499.95 Conflicts 1048 Decorative Light Pole,15'Arm _3156 1.000 LS 1.000 1.000 1.000 100% 4,209.50000 $4,209.50 1049 Sawcut Pavement _3157 1.000 LS 1.000 1.000 1.000 100% 1,409.87000 $1,409.87 1050 Guardrail,Remove _3158 1.000 LS 1.000 1.000 1.000 100% 2,305.88000 $2,305.88 1051 Undercuts _3159 1.000 LS 1.000 1.000 1.000 100% 5,658.54000 $5,658.54 1052 Curb and Gutter,Handwork _3160 39.750 LFT 39.750 39.750 39.750 100% 25.00000 $993.75 1053 MOT Items,Time Extension _3161 1.000 LS 1.000 1.000 1.000 100% 5,981.14000 $5,981.14 1054 House,Removal,Cox Parcel _3162 1.000 LS 1.000 1.000 1.000 100% 15,000.00000 $15,000.00 Subtotal for Category 1: $3,696,665.43 Category: 2,Alternate Bid#1 Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 1001 Construction Engineering _0273 1.000 LS 1.000 1.000 100% 710.00000 $710.00 1002 Mobilization And Demobilization _0151 1.000 LS 1.000 1.000 100% 21,519.00000 $21,519.00 1003 Water Main,Ductile Iron,12 in. _0392 3,047.000 LFT 3,028.000 3,028.000 99% 44.00000 $133,232.00 1005 Water Main,Ductile Iron,8 in _0393 5.000 LFT 16.000 16.000 320% 127.00000 $2,032.00 1006 Tapping Sleeve With Valve _0394 2.000 EACH 2.000 2.000 100% 6,000.00000 $12,000.00 1007 12"Water Main Tee _0395 3.000 EACH 3.000 3.000 100% 1,200.00000 $3,600.00 1009 12"x 12"x 8"Water Main Tee _0396 1.000 EACH 0.000 1,000.00000 1010 12"x 12"x 6"Water Main Tee _0397 5.000 EACH 5.000 5.000 100% 950.00000 $4,750.00 Contract: _Carmel 11-09 Estimate:12 Page 6 of 7 Construction Pay Estimate Amount Balance Report Estimate: 12 3/4/2014 2:57 PM City of Carmel FieldManager 4.5a i Project: 11-09,Illinois Street Extension Category: 2,Alternate Bid#1 Prop. Item Authorized Quantity This Qty.Paid Total Qty. Dollar Amt. Line Item Description Code Qty. Unit Estimate To Date Placed %Cpt Unit Price Paid To Date 1011 Gate Valve,12" _0398 4.000 EACH 8.000 8.000 200% 2,300.00000 $18,400.00 1012 B Borrow _0399 987.000 CYD 1,398.000 1,398.000 142% 22.00000 $30,756.00 1013 Coarse Aggregate,No 8 _0400 179.000 TON 41.480 41.480 23% 16.00000 $663.68 1014 Fire Hydrant Assembly _3042 7.000 EACH 8.000 8.000 114% 4,500.00000 $36,000.00 1017 45 degrees Bend,12" _0401 10.000 EACH 6.000 6.000 60% 800.00000 $4,800.00 1018 11.25 degrees Bend,12" _0402 9.000 EACH 1.000 1.000 11% 800.00000 $800.00 1019 Street Cut Repair _0403 8.000 SYD 5.200 5.200 65% 305.61000 $1,589.17 1020 Asphalt Path Repair 0404 11.000 SYD 0.000 340.76000 Subtotal for Category 2: $270,851.85 Subtotal for Project 11-09: $3,967,517.28 Percentage of Contract Completed(cu rr): 99% Total Amount Earned This Estimate: $126,280.99 (total earned to date/total of all authorized work) Total Amount Earned To Date: $3,967,517.28 Contract: _Carmel 11-09 Estimate:12 Page 7 of 7 Prescribed by State Board of Accounts City Form No.201(Rev.1995) ACCOUNTS PAYABLE VOUCHER CITY OF CARMEL An invoice or bill to be properly itemized must show: kind of service, where performed, dates service rendered, by whom, rates per day, number of hours, rate per hour, number of units, price per unit, etc. Payee E&B Paving Purchase Order No. 17042 Middletown Ave Terms Noblesville, IN 46060 Date Due Invoice Invoice Description Date Number (or note attached invoice(s)or bill(s) Amount 9/29/2014 12 Project 11-09; Illinois Street $ 3,364.16 9/29/2014 12 Project 11-09; Illinois Street $ 31,991.24 9/29/2014 12 Project 11-09; Illinois Street $ 75,000.00 9/29/2014 12 Project 11-09; Illinois Street $ 5,800.59 Total $ 116,155.99 1 hereby certify that the attached invoice(s), or bill(s), is (are)true and correct and I have audited same in accordance with IC 5-11-10-1.6. ,20 Clerk-Treasurer VOUCHER NO WARRANT NO. E&B Paving ALLOWED 20 17042 Middletown Ave IN SUM OF$ Noblesville, IN 46060 $ 116,155.99 ON ACCOUNT OF APPROPRIATION FOR Board Members Po#or INVOICE NO. ACCT#/TITLE AMOUNT DEPT# I hereby certify that the attached invoice(s), or 26536 12 202-R4462865. $ 3,364.16 bill(s) is (are)true and correct and that the materials or services itemized thereon for 26536 12 203-R4350900 $ 31,991.24 which charge is made were ordered and 26536 12 211-R435020 $ 75,000.00 received except 26536 12 202-R435090GS 5,800.59 10/6/2014 Sig ature City Engineer Cost Distribution ledger classification if Title claim paid motor vehicle highway fund