INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 488,136.57 ROUTE : 16 AND 114 CALL ORDER : 501 CONTRACT ID : M -24648-A COUNTIES : FULTON CASS LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 412,193.46 100.0000% 2 35-1139301 E & B PAVING, INC. $ 412,902.96 100.1721% 3 35-1621699 CENTRAL PAVING, INC. $ 420,515.00 102.0188% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1621699 |PHEND & BROWN, INC. |E & B PAVING, INC. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| 9400.00000 9400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 360.000 LFT | 2.95000 1062.00| 2.95000 1062.00| 3.25000 1170.00 GUARDRAIL, REMOVE | | | 0004 211-02060 166.000 CYS | 21.00000 3486.00| 26.00000 4316.00| 33.00000 5478.00 B BORROW FOR STRUCTURE BACKFILL | | | 0005 303-04075 1700.000 TON | 17.00000 28900.00| 21.00000 35700.00| 16.50000 28050.00 COMPACTED AGGREGATE, O, 73 | | | 0006 402-05495 7700.000 TON | 34.00000 261800.00| 31.65000 243705.00| 33.50000 257950.00 HMA WEDGE AND LEVEL | | | 0007 406-05520 20.000 TON | 200.00000 4000.00| 170.00000 3400.00| 300.00000 6000.00 ASPHALT FOR TACK COAT | | | 0008 601-94689 5.000 EACH| 3285.00000 16425.00| 1935.00000 9675.00| 2130.00000 10650.00 GUARDRAIL END TREATMENT, OS | | | 0009 601-97774 1.000 EACH| 1200.00000 1200.00| 1050.00000 1050.00| 1155.00000 1155.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0010 601-99105 928.000 LFT | 9.80000 9094.40| 9.80000 9094.40| 10.80000 10022.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0011 610-05527 320.000 TON | 34.00000 10880.00| 70.00000 22400.00| 80.00000 25600.00 HMA FOR APPROACHES | | | 0012 616-02320 167.000 SYS | 3.20000 534.40| 6.00000 1002.00| 7.00000 1169.00 GEOTEXTILES | | | 0013 616-06405 109.000 TON | 20.00000 2180.00| 30.00000 3270.00| 33.00000 3597.00 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 370.00000 370.00| 350.00000 350.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 488,136.57 ROUTE : 16 AND 114 CALL ORDER : 501 CONTRACT ID : M -24648-A COUNTIES : FULTON CASS LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1621699 |PHEND & BROWN, INC. |E & B PAVING, INC. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06559 444.000 SYS | 2.00000 888.00| 1.84000 816.96| 2.10000 932.40 MULCHED SEEDING, R | | | 0016 715-05123 36.000 LFT | 140.00000 5040.00| 118.00000 4248.00| 140.00000 5040.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0017 715-05128 50.000 LFT | 280.00000 14000.00| 168.00000 8400.00| 150.00000 7500.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0018 801-04308 11.000 EACH| 109.00000 1199.00| 109.00000 1199.00| 150.00000 1650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06207 3300.000 LFT | 1.00000 3300.00| 1.13000 3729.00| 1.00000 3300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06605 4.000 EACH| 65.00000 260.00| 65.00000 260.00| 70.00000 280.00 BARRICADE, IIIA | | | 0021 801-06606 6.000 EACH| 79.00000 474.00| 79.00000 474.00| 100.00000 600.00 BARRICADE, IIIB | | | 0022 801-06625 34.000 EACH| 45.00000 1530.00| 42.00000 1428.00| 90.00000 3060.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 103.000 EACH| 75.00000 7725.00| 71.00000 7313.00| 70.00000 7210.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 5000.00000 5000.00| 15060.00000 15060.00| 9100.00000 9100.00 MAINTAINING TRAFFIC | | | 0025 808-06712 6924.000 LFT | 0.11000 761.64| 0.10000 692.40| 0.20000 1384.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 66382.000 LFT | 0.11000 7302.02| 0.10000 6638.20| 0.20000 13276.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 16200.000 LFT | 0.11000 1782.00| 0.10000 1620.00| 0.20000 3240.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 412,193.46| $ 412,902.96| $ 420,515.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 412,193.46| $ 412,902.96| $ 420,515.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 156,755.51 ROUTE : 65; 41; 64 CALL ORDER : 521 CONTRACT ID : M -26247-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 600000H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE, INC. $ 117,550.00 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 137,909.00 117.3194% ==================================================================================================================================== |(1) 35-1526557 |(2) 35-1009310 | |MIDWEST MOLE, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPLACEMENT AND LINING | | | 0001 105-07038 3.000 MOS | 2000.00000 6000.00| 865.00000 2595.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5400.00000 5400.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 211-02060 90.000 CYS | 23.00000 2070.00| 38.00000 3420.00| B BORROW FOR STRUCTURE BACKFILL | | | 0004 402-05477 12.000 TON | 300.00000 3600.00| 127.00000 1524.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0005 605-06120 10.000 LFT | 70.00000 700.00| 34.00000 340.00| CURB, CONCRETE | | | 0006 621-06574 10.000 SYS | 30.00000 300.00| 4.70000 47.00| SODDING | | | 0007 702-94656 3.000 CYS | 250.00000 750.00| 715.00000 2145.00| CONCRETE, B | | | 0008 715-05119 10.000 LFT | 80.00000 800.00| 22.00000 220.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0009 715-05128 48.000 LFT | 250.00000 12000.00| 262.00000 12576.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0010 715-96913 125.000 LFT | 152.00000 19000.00| 86.00000 10750.00| PIPE, POLYETHYLENE LINER, 36 IN. | | | 0011 715-96914 480.000 LFT | 95.75000 45960.00| 138.00000 66240.00| PIPE, POLYETHYLENE LINER, 42 IN. | | | 0012 720-01915 2.000 EACH| 4750.00000 9500.00| 4064.00000 8128.00| MANHOLE, E | | | 0013 801-04308 4.000 EACH| 120.00000 480.00| 132.00000 528.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06605 4.000 EACH| 120.00000 480.00| 82.00000 328.00| BARRICADE, IIIA | | | 0015 801-06625 29.000 EACH| 70.00000 2030.00| 72.00000 2088.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 156,755.51 ROUTE : 65; 41; 64 CALL ORDER : 521 CONTRACT ID : M -26247-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK SET-ASIDE : ==================================================================================================================================== |(1) 35-1526557 |(2) 35-1009310 | |MIDWEST MOLE, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 31.000 EACH| 80.00000 2480.00| 80.00000 2480.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 6000.00000 6000.00| 18500.00000 18500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 117,550.00| $ 137,909.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,550.00| $ 137,909.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,765.00 ROUTE : INSTITUTION CALL ORDER : 551 CONTRACT ID : M -26317-A COUNTIES : HANCOCK UNION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 62,752.28 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 81,912.75 130.5335% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1917625 | |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 1119.45000 1119.45| 4100.00000 4100.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 4900.000 SYS | 1.39000 6811.00| 2.10000 10290.00| SURFACE MILLING, ASPHALT | | | 0003 303-52308 43.000 TON | 41.89000 1801.27| 28.00000 1204.00| COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 15.000 TON | 143.17000 2147.55| 200.00000 3000.00| HMA FOR PATCHING | | | 0005 402-05477 645.000 TON | 39.27000 25329.15| 53.75000 34668.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05498 500.000 TON | 42.49000 21245.00| 53.00000 26500.00| HMA FOR PARKING AREA | | | 0007 406-05520 2.500 TON | 303.16000 757.90| 200.00000 500.00| ASPHALT FOR TACK COAT | | | 0008 720-44000 1.000 EACH| 286.30000 286.30| 350.00000 350.00| CASTING, ADJUST TO GRADE | | | 0009 801-06775 LUMP| 3254.66000 3254.66| 1300.00000 1300.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 62,752.28| $ 81,912.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,752.28| $ 81,912.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,172.00 ROUTE : INSTITUTION CALL ORDER : 561 CONTRACT ID : M -26318-A COUNTIES : DELAWARE MADISON LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 79,300.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 99,733.00 125.7667% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 3900.00000 3900.00| 8650.00000 8650.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 43.000 TON | 39.00000 1677.00| 175.00000 7525.00| COMPACTED AGGREGATE, O, 53 | | | 0003 402-05477 1244.000 TON | 47.00000 58468.00| 52.00000 64688.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0004 402-05498 180.000 TON | 66.00000 11880.00| 86.00000 15480.00| HMA FOR PARKING AREA | | | 0005 406-05520 4.000 TON | 200.00000 800.00| 185.00000 740.00| ASPHALT FOR TACK COAT | | | 0006 720-44000 1.000 EACH| 475.00000 475.00| 650.00000 650.00| CASTING, ADJUST TO GRADE | | | 0007 801-06775 LUMP| 2100.00000 2100.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 79,300.00| $ 99,733.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,300.00| $ 99,733.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,450.00 ROUTE : INSTITUTION CALL ORDER : 571 CONTRACT ID : M -26319-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 54,578.00 100.0000% 2 35-1033872 GRADY BROTHERS, INC. $ 55,620.00 101.9091% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 67,346.00 123.3940% 4 31-4351261 SHELLY & SANDS, INC. $ 72,517.38 132.8692% 5 35-1139301 E & B PAVING, INC. $ 73,427.00 134.5358% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 84,304.00 154.4651% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1033872 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|GRADY BROTHERS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 2500.00000 2500.00| 825.00000 825.00| 3300.00000 3300.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 2110.000 SYS | 3.00000 6330.00| 1.90000 4009.00| 2.00000 4220.00 SURFACE MILLING, ASPHALT | | | 0003 303-52308 551.000 TON | 14.00000 7714.00| 24.00000 13224.00| 16.00000 8816.00 COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 14.000 TON | 114.00000 1596.00| 110.00000 1540.00| 150.00000 2100.00 HMA FOR PATCHING | | | 0005 305-05206 87.000 TON | 61.00000 5307.00| 46.00000 4002.00| 80.00000 6960.00 WIDENING WITH HMA | | | 0006 402-05477 546.000 TON | 42.00000 22932.00| 44.50000 24297.00| 50.00000 27300.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05498 92.000 TON | 67.00000 6164.00| 56.00000 5152.00| 110.00000 10120.00 HMA FOR PARKING AREA | | | 0008 406-05520 1.500 TON | 180.00000 270.00| 464.00000 696.00| 200.00000 300.00 ASPHALT FOR TACK COAT | | | 0009 720-44000 3.000 EACH| 280.00000 840.00| 375.00000 1125.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0010 801-06775 LUMP| 925.00000 925.00| 750.00000 750.00| 3330.00000 3330.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 54,578.00| $ 55,620.00| $ 67,346.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 54,578.00| $ 55,620.00| $ 67,346.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/02 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,450.00 ROUTE : INSTITUTION CALL ORDER : 571 CONTRACT ID : M -26319-A COUNTIES : MARION LETTING DATE : 06/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1139301 |(6) 35-0918397 |SHELLY & SANDS, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 2260.12000 2260.12| 3600.00000 3600.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 2110.000 SYS | 3.88000 8186.80| 3.00000 6330.00| 5.20000 10972.00 SURFACE MILLING, ASPHALT | | | 0003 303-52308 551.000 TON | 19.54000 10766.54| 27.00000 14877.00| 22.00000 12122.00 COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 14.000 TON | 170.73000 2390.22| 125.00000 1750.00| 230.00000 3220.00 HMA FOR PATCHING | | | 0005 305-05206 87.000 TON | 113.35000 9861.45| 55.00000 4785.00| 54.50000 4741.50 WIDENING WITH HMA | | | 0006 402-05477 546.000 TON | 46.64000 25465.44| 60.00000 32760.00| 53.50000 29211.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05498 92.000 TON | 82.15000 7557.80| 67.00000 6164.00| 130.00000 11960.00 HMA FOR PARKING AREA | | | 0008 406-05520 1.500 TON | 1517.63000 2276.45| 200.00000 300.00| 185.00000 277.50 ASPHALT FOR TACK COAT | | | 0009 720-44000 3.000 EACH| 543.14000 1629.42| 487.00000 1461.00| 600.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0010 801-06775 LUMP| 2123.14000 2123.14| 1400.00000 1400.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 72,517.38| $ 73,427.00| $ 84,304.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 72,517.38| $ 73,427.00| $ 84,304.00 ====================================================================================================================================