Loading...
HomeMy WebLinkAboutItem 06.tt ZachJohn.san Inerim City ;Engineer. _.._...� Date: 19 December 2011 Item No. FINAL ACCEPTANCE AND APPROVAL OF FINAL PAY ESTIMATE 2011 Miscellaneous Roadway Repairs and Overlays Improvement Project 11 -01 Proposed Action Staff recommends adoption of the following motion: Move to approve final acceptance and final payment to Northwest Asphalt Inc.,. for 2011 Miscellaneous Roadway Repairs and Overlays, Improvement Project 11 -01. Overview Northwest Asphalt Inc., is requesting final acceptance and final payment of Pay Estimate No. 6 in the amount of $26,073.83 for 2011 Miscellaneous Roadway Repairs and Overlays, Improvement Project 11 -01. Attached is a summary page of the final estimate. The original contract amount was $803,079.78 with two change orders in the amounts of $13,479.98 and $1,860.76, resulting in a total contract amount of $818,420.52. The final contract amount is $883,565.60. Additional work including roadway repairs, watermain repairs and drain tile construction was added to the project. All necessary paperwork, including IC -134, Maintenance Bond and Consent of Surety to Final Payment has been submitted. Primary Issues to Consider • Was all work satisfactorily completed? All work was satisfactorily completed and the contractor has met the administrative requirements for final payment. Supporting Information * Letter from Lance Guentzel, Northwest Asphalt Inc., dated December 6, 2011 ® Final Estimate summary page Financial Impact: $26,073.83 Budgeted: Yes Source: Pavement Management Fund Related Documents (CIP, ERP, etc.): Notes: Lance Guentzel, Project Manager 12 -6 -11 Roberta McDonald City of Lakeville Engineering Re: 2011 Misc Repairs & Overlays CP 11 -01 Northwest Asphalt requests final payment for this project, NORTHWEST ASPHALT, INC. AN EQUAL OPPORTUNITY EMPLOYER "Paving, Excavation and Utilities' 1451 STAGECOACH ROAD SHAKOPEE, MN 55379 -2797 FHONE (952) 445 -1003 FAX (952) 445-1056 www.nwasphalt.net RECOMMENDATION FOR PAYMENT PROJECT: 2011 Miscellaneous Roadway Repairs and Overlays City Improvement Project 11-01 DATE: ESTIMATE NO. OWNER: CONTRACTOR: REMARKS: November 29, 2011 6 & FINAL City of Lakeville, Minnesota Northwest Asphalt, Inc. 1451 Stagecoach Road Shakopee, MN 55379 ORIGINAL CONTRACT AMOUNT: CHANGE ORDER NO. 1: CHANGE ORDER NO. 2: TOTAL CONTRACT AMOUNT WORK COMPLETED TO DATE: MATERIALS ON HAND: SUBTOTAL: LESS AMOUNT RETAINED: 0% LESS PREVIOUS PAYMENTS: AMOUNT DUE THIS PAYMENT: SUMMARY REQUEST THIS ESTIMATE $ 883,565.60 $ 883,565.60 $ 857,491.77 $ 26,073.83 $803,07978 $ 13,479.98 $ 1.860.76 $818,420.52 This is to certify to the best of my knowledge, information and belief, the quantities and values of work certified herein are fair approximate estimates for the period covered by this voucher. Name of Contractor: NORTHWEST ASPHALT, INC. SIGNED: DATE: 11. SIGNED: DATE: AA. a ` '1(. A0 Roberta McDonald Cit ,Engineer ) SIGNED: TITLE: DATE: This is to certify that the work shown in the Statement of Work certified herein has been actually furnished for the above - mentioned project in accordance with the plans and specifications heretofore approved and that the total work is 100% completed as of November 29, 2011. I hereby recommend payment of this voucher. RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA. SIGNED: DATE: 5 9.72 $ 388.80 $ - 84 $ 816.48 $ 3.00 $ 4,350.00 $ - 1599 $ 4,797.00 $ 2.00 $ 2,100.00 $ 1038 5 2,076,00 $ 8.00 $ 400.00 $ 5 $ 8.00 $ 760.10 $ 24 5 192.00 $ 10.00 $ 700.00 $ - $ 5 2.11 $ 2,215.50 $ 424 $ 894.64 $ 76.16 $ 9,520.00 $ 185.09 $ 14,096.45 5 76.16 $ 12,566.40 5 - 277.42 $ 21,128.31 $ 175.00 $ 525.00 S - $ - Item PROJECT: 2011 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS CITY IMPROVEMENT PROJECT 11-01 OWNER: CITY OF LAKEVILLE CONTRACTOR NORTHWEST ASPHALT PAY ESTIMATE NO: 6 & FINAL - NOVEMBER 30, 2011 SCHEDULE A:165TH STREET Surface Milt and Overlay - KENRICK AVE TO IPAVA AVE REMOVE CURB AND GUTTER (ALI. TYPES) LIN FT 1,845 . 5 9,72 $ 17,933.40 REMOVE BITUMINOUS PAVEMENT SQ YD 900 REMOVE PEDESTRIAN CURB RAMP EACH 40 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2,015 SUBGRADE EXCAVATION - (PATCHING) CU YD 165 AGGREGATE BASE CLASS 5 - (PATCHING) TON 155 FOUNDATION MATERIAL (3" MINUS) TON 155 MILL BITUMINOUS SURFACE (2.0 ") SQ YD 30,175 • MILL BITUMINOUS 54EP JD[.NT LIN FT 2,015 TYPE MV4 WEARING COURSE MIXTURE (E) TON 3,410 TYPE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 140 PRECAST CONCRETE MANHOLE COVER EACH 1 CASTING ASSEMBLY EACH ADJUST VALVE BOX EACH ADJUST FRAME & RING CASTING EACH CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 1,845 PEDESTRIAN CURB RAMP EACH 40 PAVEMENT MESSAGE. (LEFT ARROW) PAINT EACH 36 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 3 PAVEMENT MESSAGE (LEFT -THRU ARROW) PAINT EACH 1 PAVEMENT MESSAGE (RIGHT -THRU ARROW) PAINT EACH 1 4" SOLID LINE WHITE - PAINT LIN FT 565 24" SOLID LINE WHITE - PAINT UN FT 25 4" SOLID LINE YELLOW PAINT LIN FT 9,735 4" BROKEN LINE YELLOW - PAINT LIN FT 2,010 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,060 SCHEDULE B: Repairs Citywide REMOVE CURB AND GUTTER (ALL TYPES) LIN FT 1,055 REMOVE CONCRETE WALK 5Q FT 490 REMOVE BITUMINOUS PAVEMENT SQ YD 8,345 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN 06 7,235 SUBGRADE EXCAVATION - (PATCHING) CU YD 155 AGGREGATE 8145E CLASS 5 - (PATCHING) TON 145 FOUNDATION MATERIAL (3" MINUS) TON 110 MILL BITUMINOUS STEP JOINT LIN FT 7,235 TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 710 TYPE LV3 NON WEARING COURSE MIXTURE (9) - (PATCHING) TON 945 ADJUST VALVE BOX EACH 3 ADJUST FRAME 8: RING CASTING EACH 2 4" CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 210 5" CONCRETE WALK (DRIVEWAY) W/ 4" GRANULAR BASE SQ FT 280 CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 1,055 REPAIR IRRIGATION SYSTEM EACH 2 SCHEDULE 0 Repairs Inside District 28 REMOVE CURB AND GUTTER (ALL TYPES) UN FT 40 REMOVE BITUMINOUS PAVEMENT SQ YD 1,450 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1,050 SUBGRADE EXCAVATION - (PATCHING) cu YD 50 AGGREGATE BASE CLASS 5 - (PATCHING) TON 95 FOUNDATION MATERIAL (3" MINUS) TON 70 MILL BITUMINOUS STEP JOINT LIN FT 1,050 TYPE MV3 WEARING COURSE MIXTURE (B) - (PATCHING) TON 125 TYPE L03 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 155 ADJUST VALVE BOX EACH 3 Current Contract Contract Pay Est. Current Pay Quantity Extension to Unit Quantity Price Extension Quantity Est. Extension to Date Date 5 3.00 $ 2,700.00 $ 50.00 5 2,000.00 $ 2.00 5 1,030 00 8.00 5 1,320.00 8.00 5 • 1,240.00 $ 10.00 y 1,550.00 0.80 5 24,140.00 2.11 $ 4,251.65 54.21 5 184,656.10 92.71 $ 12,979.40 $ 1,000.00 5 1,000,00 $ 500. c, 500.001 $ $ 350.00 5 350,00 S 1,000.00 s 1,000.00 s 11.25 $ 20,756.25 $ 525.00 $ 21,000.00 35.00 c 1,260.00 35.00 $ 105.00 $ 75.00 $ 75.00 $ 75.00 0.12 5 79,80 2.00 $ 75.00 0.12 51 1,168.20 0.12 $ 241.20 0.26 $ 275.60 50.43 5 4,675.37 $ 6 $ $ 9 50.00 I S $ $ SUBTOTAL: $ 304,936.60 $ 3,57 5 1,749.30 $ 2.15 5 17,911.75 $ 2.00 $ 14,470.00 $ 8.00 $ 1,240.00 $ 8.00 $ 1,160.00 5 10.00 5 1,100.00 5 2.11 4 15,265.85 $ 76.17 $ 54,060.70 76.17 $ 71,980.65 5 250.00 $ 750.00 5 1,500.00 $ 3,000.00 5 3.50 5 735.00 5 5.35 $ 1,498.00 5 11.25 $ 11,868.75 $ 75.00 5 150.00 $ 80 $ 640.00 33.05 $ 264.40 34 $ 71.74 $ 1 s 1,500.00 $ 18 $ 202.50 SUBTOTAL: $ 9.72 5, 10,254.60 5 207,244.60 $ $ 4,675.37 6 $ 2,678.64 1 1847 $ 17,952.84 748 5 2,244.00 41 $ 2,050.00 1830 $ 3,660.00 $ $ $ - 30175 $ 24,140.00 3828.97 6207,568.46 185.33 $ 17,274.65 I $ 1,000.00 1 $ 500.00 6 $ 2,100,00 7 $ 7,000.00 1847 $ 20,778.75 43 5 22, 575.00 35 $ 1,225.00 3 $ 105.00 1 $ 75.00 1 S 75.00 2402 $ 288.24 77 $ 154.00 9957 $ 1,194.84 2100 $ 252.00 1991 $ 517.66 C $ 332,730.45 755 $ 7,338.60 1014 5 3,619.98 8779 c 18,874.85 6850 $ 13, 700.00 198 $ 1,584.00 359.51 $ 2,878.48 20 $ 200.00 3244 $ 6,844.84 892.39 $ 67,973.35 1318.67 $100,443.09 5 - 1 $ 1,500.00 1029 $ 3,601.50 90 5 481.50 795 $ 8,943.75 3 $ 225.00 1$ 238,208.941 Item ADIUST FRAME & RING CASTING EACH 4 $ CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 40 $ REPAIR IRRIGATION SYSTEM EACH 2 5 SUBTOTAL; SCHEDULE D: GERDINE P4111 DRAIN TILE REMOVE CURB & GUTTER (ALL TYPES) LIN FT 15 REMOVE CONCRETE WALK SQ FT 150 REMOVE BITUMINOUS PAVEMENT (DRIVEWAY) 5Q YD 55 REMOVE PEDESTRIAN CURB RAMP EACH 1 AGGREGATE BASE CLASS 5 1003/4 CRUSHED TON 15 TYPE MV4 WEARING COURSE MIXTURE {B) (DRIVEWAY) TON 10 CONNECT INTO DRAINAGE STRUCTURE EACH 1 6" PERFORATED PVC PIPE -SDR 35 LIN FT 530 4" SOLD PVC PIPE -5DR 26 - LIN FT 75 6' 4" PVC WYE -SDR 26 EACH 5 6" PVC DRAIN TILE CLEANOIJT -SDR 35 EACH 4 SALVAGE & INSTALL MAILBOX EACH 1 4' CONCRETE WALK WJ 4' GRANULAR SASE SQ FT 150 PEDESTRIAN CURB RAMP EACH 1 SODDING TYPE LAWN W/6" TOPSOIL SQ YD 800 SUBTOTAL: SCHEDULE E:170TH STREET & ]ONOUIL AVENUE Surface Mill and Overlay REMOVE CURB & GUTTER (ALL TYPES) SAWING BITUMINOUS PAVEMENT (FULL DEPTH) AGGREGATE BASE CLASS 5- (PATCHING) MILL BITUMINOUS STEP 202NT SLIBC,RAD EXCAVATION (HEAVY DUTY PAVEMENT SECTION ) BITUMINOUS PAVEMENT RECLAMATION WITH 508GRADE PREP. TYPE MV3 WEARING COURSE MIXTURE (C) TYPE LV3 NON WEARING COURSE MIXTURE (0) CONCRETE CURB & GU I i tR (ALL TYPES) 4' SOLID LINE WHITE - PAINT PAVEMENT MESSAGE (HANDICAP) PAINT SCHEDULE G =- VERMILLION SPRINGS TRAIL Current Contract Contract Pay Est, Current Pay Quantity Extension to Unit Quantity Price Extension Quantity Est, Extension to Date Date $ 3.57 5 535.50 3.00 55 165,00 $ 50.00 5: 50.00 $ 20.00 5 300.00 $ 185.00 5 7„850,00 $ 250.00 $ 250.00 5 25.00 5 13,250.00 5 10.00 5 750.00 9; 25.00 $ 125.00 5 150.00 $ 600.00 s 2.55 5 382.50 $ 450.00 $ 450.00 $ 3.55 5 2,840.00 5 5 5 2 5 50.00 $ SUBTOTAL: SCHEDULE F: FIRE STATION #3 PARKING LOT RECONSTRUCTION LIN FT 62 TON 20 LIN FT 62 CU YD 125 SQ YD 1,917 TON 217 TON 162 LIN r 200 LIN FT 620 EACH 2 TOTAL: REMOVE CURB & GUTTER (ALL TYPES) LIN FT 15 2.5" BITUMINOUS WALK W/ 8" CL5 AGGREGATE BASE SQ FT 2,050 PEDESTRIAN CURS RAMP EACH 1 CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 15 5 5 300.00 S. 11.25 $ 75.00 $ 1,200.00 450.00 150.00 $ 35,325.70 9.72 $ 145.80 $ ! $ - 5 91 $ 273.00 $ 17.77 $ 3287.45 1 5 250.00 527 $ 13,175.00 5 2 5 50.00 4 5 600.00 S. 100.00 5 100.00 21,793.80 $ 5 3.00 $ 30.00 8.00 S 400.00 10.00 $ 500.00 2.00 5 0.70 2.11 45.00 92.71 175.00 300.00 11.25 0.12 0.26 50.00 12,134.50 52.75 88,200.00 185,42 1,575.00 1,300.00 225.00 66984 4 99.98 30 $ 90.00 8.00 5 400.00 $ $ $ $ 5 5 $ REMOVE CURB & GUTTER (ALL TYPES) LIN FT 23 $ 9.72 $ 194,40 5 REMOVE BITUMINOUS PAVEMENT SQ YD 10 SAWING BITUMINOUS PAVEMENT (FULL. DEPTH) LIN FT 25 SUBGRADE EXCAVATION - (PATCHING) CU YD 50 AGGREGATE BASE CLASS 5 - (PATCHING) TON 50 FOUNDATION MATERIAL (3" MINUS) TON 50 MILL BITUMINOUS SURFACE (1,5 ") SQ YD 17,335 MILL BITUMINOU5 STEP JOINT LIN FT 25 TYPE MV3 WEARING COURSE MIXTURE (6) TON 1,960 TYPE LV3 NON WEARING COURSE MIXTUR5 (B) - (PATCHING) TON 2 ADJUST VALVE BOX EACH 9 ADAIST FRAME & RING CASTING EACH 21 CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 20 4" SOLID LINE WHITE - PAINT LIN FT 5,583 4" DOUBLE SOLID LINE YELLOW - PAINT LIN ET 1,923 111,416.89 50.00 I$ 90.00 2 ;00 124.00 8.00 5 150.00 8.00 1,000.00 S 3.75 5 7,188.75 $ 54.31 $ 11,785,27 0.50 $ 310.00 140.00 $ 280.00 5; 2.11 5 130.82 5 57.47 $ 9,310.14 $ 11.25 $ 2,250.00 5 LIN FT 200 $ 9.68 5 1,936.00 34,474,98 $ 9.72 $ 145.80 1 5 $ 5 84 5 5 945.00 44, 945.88 17,635.45 1 58 5 563.76 251 5 753.00 S $ 22864 5 16,004.90 1952.22 $ 87,849.90 22.37 $ 2,073.92 3 $ 525.00 58 $ 652.50 5783 5 693.96 1494 5 388.44 J $ 109,505.28 152 5 1,471.36 60 5 120.00 60 52 126.60 147 S 1,176.00 1597 S 5 ,988.75 159.54 $ 8,664.62 215.96 $ 12,411.22 152 4 1,710.00 553 $ 276.50 2 $ 280.00 $ 32,225.05 $ 0,150.00 $ 450.00 $ 450.00 $ 11.25 $ 158.75 22 $ 213.84 2234 $ 6,702.00 1 $ 450.00 22 $ 247.50 $ 2,030.00 $ 2,000.00 ! j $ 1 $ 2,000.00 5 2.11 1 16.88 1 - 1 $ - 8 $ 16.88 $ 2.89 $ 115.60 5 2.5 $ 40 1; 115.60 9 10 00 $ 600.00 5 620.00 ; 5 620.00 48 1 480.00 108 0 1,080.30 5 3.00 $ 7,470.001 1 - 2892 1 8,676.00 11 6.00 $ 2,940,00 1 S - 672 0 4,332.00 s 1.25 1 S 337.50 1 1 6 $ 320.76 $ 320.76 $ - 1 5 320.76 5 109.00 $ 272.50 1 - 2.5 $ 272.50 $ 147.00 S 367.50 5 2.5 $ 367.50 5 112,00 5 280.00 $ - 2.5 9 280.00 5 620.00 ; 5 620.00 1 1 $ 620.00 Item SODDING TYPE LAWN WITH 6" TOP SOIL SQ YD 230 s 6.05 9 SILT FENCE LIN FT 414 $ 1.25 $ REPAIR IRRIGATION SYSTEM EACH 1 $ 75.00 $ SCHEDULE 5: DODD BOULEVARD TRAIL EXTENSION SUBTOTAL: 1,391.50 517.50 75.00 8,898.55 CLEARING AND GRUBBING LUMP SUM 1 0 $ 6,500.00 $ 6,500.00 REMOVE CURB AND GUTTER (ALL TYPES) LIN F' 335 REMOVE CONCRETE WALK SQ FT 480 REMOVE BITUMINOUS PAVEMENT SQ YD 210 REMOVE BOLLARDS EACH 4 1 $ 50.00 $ 200.00 REMOVE LIGHTING UNIT EACH 1 REMOVE POST INDICATOR VALVE EACH 1 REMOVE PEDE5TRAIN CURB RAMP EACH 4 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 310 5 2.11 $ 654.10 COMMON BORROW (CV) CU YD 250 $ 10.00 $ 2,500.00 AGGREGATE BASE CLASS 5 (PATCHING) TON 50 $ 8.00 $ 400.00 MILL BITUMINOUS 57E1201NT LIN FT 310 $ 1.00 $ 620.00 TYPE MV 3 WEARING COURSE MIXTURE (B) (PATCHING) TON 20 TYPE IV 3 NON WEARING COURSE MIXTURE (B) (PATCHING) TON 26 MODULAR BLOCK RETAINING WALL SQ FT 55 CONNECT INTO DRAINAGE STRUCTURE EACH 1 12" RC PIPE SEWER CL V LIN FT 22 6" POST INDICATOR VALVE EACH 1 CATCH BASIN - ROUND 27" DIAMETER EACH 1 CASTING ASSEMBLY EACH 1 ADJUST FRAME & RING CASTING EACH 2 4" CONCRETE WALK WI 4" GRANULAR BASE 59 FT 5,585 2.5" BITUMINOUS WALK W/ 8" CLS AGGREGATE BASE SQ FT 3,715 CONCRETE CURB & GUTTER (ALL TYPES) LIN FT 345 PEDESTRIAN CURB RAMP EACH 8 SILT FENCE LIN F7 800 DECIDUOUS SHRUB NO 5 CONT SHRB 5 SODDING 'TYPE 5906 RESISTANT W/ 6" TOPSOIL SQ YD 1,600 REPAIR IRRIGATION SYSTEM EACH 1 1 $ 450.00 $ 450.00 CHANGE ORDER NO. 1; AUTUMN MEADOWS TRAIL CLEARING AND GRUBBING, 08510 PAVEMENT LUMP SUM 1 SAWING BITUMINOUS PAVEMENT LIN FT 8 REMOVE BITUMINOUS PAVEMENT" 5Y 40 COMMON BORROW CU YD 60 2.5' BITUMINOUS WALK W /8" CLS AGGREGAE BASE 5Q FT 2490 SODDING - TYPE SALT RESISTANT 1/6" TOPSOIL 5Q YD 490 SILT FENCE LIN FT 270 CHANGE ORDER NO. 2 3' POST INDICATOR VALVE EXTENSION EA 1 SUPERVISION HR 2.5 308 CAT HR 2.5 SKIDSTEER 55 2.5 MOBILIZATION 15 /0117 FOR LARGER HOE LS 1 SCHEDULE A - 165TH STREET SURFACE MILL AND OVERLAY - SUBTOTAL: SCHEDULE B - CITYWIDE REPAIRS - SUBTOTAL; SCHEDULE C- DISTRICT 28 REPAIRS - SUBTOTAL: SCHEDULE D - GERDINE PATH DRAIN TILE - SUBTOTAL: SCHEDULE 5 - MIS( SURFACE MILLS - SUBTOTAL; SCHEDULE F - EIRE STATION 43 PARKING LOT - SUBTOTAL; SCHEDULE G - VERMILLION SPRINGS TRAIL - SUBTOTAL: SCHEDULE 5 DODD BOULEVARD TRAIL EXTENSION - SUBTOTAL; CHANGE ORDER NO. 1 - AUTUMN MEADOWS TRAIL - SUBTOTAL: CHANGE ORDER NO. 2 - SUBTOTAL: Current Contract Contract Pay Est. Current Pay Quantity Extension to Unit Quantity Price Extension Quantity Est. Extension to Date Date $ 420 1 $ 525.00 75.00 600.00 250 $ 1,512.50 420 1 525.00 1 $ 75.00 9,725.84 2.00 $ 670.00 $ 0.50 $ 240.00 $ 2.89 $ 2,051.90 s: 200.00 $ $ 1,000.00 $ $ 25.0'0 $ $ $ S 3 1 x 5 92.71 92.71 25.00 6,650.00 35.00 2,000.00 1,300.00 400.00 250.00 3.00 2.45 11.25 775.00 1.25 65.00 5.55 5 $ c 4. 5 $ 5 12 $ $ $ 200.00 1,000.00 190.00 1,854.20 2,410.46 1,375.00 6,650.00 770,00 2,000.00 1,390.00 490.00 500.00 16,755.00 9,101,75 3,881.25 6,200,00 1,000.00 325.00 8,880.00 5 $ $ TOTAL: TOTAL: TOTAL: TOTAL: L$ 78,988.66 1 $ 6,500.00 318 $ 636.00 56 5 28.00 935 5 2,702.15 4 $ 200.00 2 5 400.00 1 5 1,000.00 3 s 75.00 326 5 687.86 250 5 2,500.00 19.61 5 156.88 128 c 256.00 42.72 $ 3,960.57 52.42 $ 4,859.86 a 1 $ 6,650.00 22 $ 770.00 1 2,000.00 1 $ 1,300.00 1 fi 400.00 2 $ 500.00 4800 5 14,400.00 3740 $ 9,16100 326 $ 3,667.50 7 $ 5,425.00 S 5 $ 325.00 1963 5 10,894.65 3 $ 1,350.00 15 80,807.47 13,479.98 1,860.76 $ 304,936.60 207,244.60 $ 35,325.70 $ 21,793.80 $ 111,416.89 $ 34.474.98 $ 8,698.55 $ 78,988.66 5 13,470.98 5 1,860,76 1 818, 420.52 I 480.00 L $ 4,575.37 S 2,678.64 $ 332,730.45 $ 238,208.94 5 44, 945.88 5 50.00 5 17,635.45 5 90.0D $ 109,505.28 $ $ 32,225.05 $ 9,725.84 $ 80,807.47 15,920.48 $ 1,860.76 $ 600.00 S 480.00 s 8,574.01 1 [$ 15,920.48 1,860.76 I $ 883,565.60 1