INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 160,426.65 ROUTE : INST SPECIAL CALL ORDER : 601 CONTRACT ID : M -25117-A COUNTIES : VANDERBURGH LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 114,284.25 100.0000% 2 35-1139301 E & B PAVING, INC. $ 142,461.75 124.6556% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 149,960.00 131.2166% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 900.00000 3600.00| 1400.00000 5600.00| 1200.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5300.00000 5300.00| 8700.00000 8700.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 305-05204 100.000 Mg | 120.00000 12000.00| 125.00000 12500.00| 100.00000 10000.00 HMA FOR PATCHING | | | 0004 402-05498 2400.000 Mg | 36.00000 86400.00| 45.00000 108000.00| 47.70000 114480.00 HMA FOR PARKING AREA | | | 0005 406-05520 8.000 Mg | 175.00000 1400.00| 205.00000 1640.00| 190.00000 1520.00 ASPHALT FOR TACK COAT | | | 0006 801-06640 10.000 EACH| 131.25000 1312.50| 125.00000 1250.00| 50.00000 500.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0008 808-06713 5825.000 m | 0.39000 2271.75| 0.39000 2271.75| 0.80000 4660.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 114,284.25| $ 142,461.75| $ 149,960.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 114,284.25| $ 142,461.75| $ 149,960.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 110,045.00 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25122-A COUNTIES : VARIOUS LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS, INC. $ 95,535.38 100.0000% 2 35-1944148 DALTONS, INC. $ 99,268.83 103.9079% 3 52-2166771 CHEMI-TROL CHEMICAL CO $ 126,970.08 132.9037% ==================================================================================================================================== |(1) 23-2332783 |(2) 35-1944148 |(3) 52-2166771 |DEANGELO BROTHERS, INC. |DALTONS, INC. |CHEMI-TROL CHEMICAL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 2000.00000 2000.00| 1861.83000 1861.83| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 1233.000 ha | 75.86000 93535.38| 79.00000 97407.00| 101.76000 125470.08 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 95,535.38| $ 99,268.83| $ 126,970.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 95,535.38| $ 99,268.83| $ 126,970.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/25/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 58,003.40 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 59,165.77 102.0039% 3 35-1325036 DEICHMAN EXCAVATING CO $ 71,971.06 124.0807% 4 35-1058755 BAKER & SCHULTZ, INC. $ 75,044.50 129.3794% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 79,859.55 137.6808% 6 35-1817574 YARDBERRY LANDSCAPE $ 80,730.62 139.1825% 7 35-1991044 JOHNSON COMPANY, INC. $ 87,071.63 150.1147% 8 35-1523985 WIRTZ & YATES, INC. $ 120,195.02 207.2206% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1339168 |(3) 35-1325036 |PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE CLEAN AND REPAIR | | | 0001 105-06790 3.000 MOS | 2560.00000 7680.00| 2192.50000 6577.50| 1732.50000 5197.50 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1250.00000 1250.00| 294.22000 294.22| 2310.00000 2310.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4200.00000 4200.00| 6932.63000 6932.63| 8662.50000 8662.50 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-96133 11.000 m | 70.00000 770.00| 56.71000 623.81| 256.31000 2819.41 PIPE, REMOVE | | | 0006 203-02020 7.000 m3 | 30.00000 210.00| 28.76000 201.32| 149.85000 1048.95 EXCAVATION, UNCLASSIFIED | | | 0007 205-02232 9.000 m3 | 45.00000 405.00| 596.44000 5367.96| 94.41000 849.69 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0008 205-02234 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 110.00000 110.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 213-52830 4.500 m3 | 425.00000 1912.50| 85.84000 386.28| 187.93000 845.69 FLOWABLE MORTAR | | | 0010 303-52308 2.500 Mg | 70.85000 177.13| 100.70000 251.75| 195.88000 489.70 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 20.000 m2 | 24.00000 480.00| 5.00000 100.00| 26.40000 528.00 ASPHALT FOR TACK COAT | | | 0012 601-02636 27.040 m | 52.00000 1406.08| 59.75000 1615.64| 57.20000 1546.69 GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1339168 |(3) 35-1325036 |PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-06037 4.000 EACH| 550.00000 2200.00| 610.00000 2440.00| 605.00000 2420.00 GUARDRAIL END TREATMENT, I | | | 0014 601-99105 291.465 m | 32.00000 9326.88| 33.00000 9618.35| 35.20000 10259.57 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 610-05527 13.000 Mg | 285.00000 3705.00| 153.90000 2000.70| 313.50000 4075.50 HMA FOR APPROACHES | | | 0016 621-01004 1.000 EACH| 350.00000 350.00| 200.00000 200.00| 220.00000 220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 20.000 m2 | 9.15000 183.00| 9.65000 193.00| 10.62000 212.40 MULCHED SEEDING, R | | | 0018 702-51863 72.000 EACH| 11.00000 792.00| 9.14000 658.08| 12.71000 915.12 FIELD DRILLED HOLE IN CONCRETE | | | 0019 702-90915 8.300 m3 | 885.00000 7345.50| 750.59000 6229.90| 1022.18000 8484.09 CONCRETE, A | | | 0020 703-51030 550.000 kg | 1.30000 715.00| 2.86000 1573.00| 1.50000 825.00 REINFORCING STEEL | | | 0021 715-06504 13.000 m | 175.00000 2275.00| 100.43000 1305.59| 232.85000 3027.05 PIPE, RCP, II, D0.3=50, 375 mm | | | 0022 802-05701 4.500 m | 59.00000 265.50| 29.67000 133.52| 35.69000 160.61 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 0.360 m2 | 236.00000 84.96| 161.36000 58.09| 366.14000 131.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0024 802-76035 0.810 m2 | 295.00000 238.95| 174.75000 141.55| 236.78000 191.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0025 808-06713 10.000 m | 29.00000 290.00| 2.58000 25.80| 21.95000 219.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 12.000 m | 29.00000 348.00| 2.58000 30.96| 21.95000 263.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 202-51328 LUMP| 2000.00000 2000.00| 2267.38000 2267.38| 2042.89000 2042.89 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 13 | | | 0028 201-52370 LUMP| 485.00000 485.00| 370.53000 370.53| 2140.79000 2140.79 CLEARING RIGHT OF WAY , STR. NO. 13 | | | 0029 203-02000 6.000 m3 | 47.75000 286.50| 33.55000 201.30| 195.72000 1174.32 EXCAVATION, COMMON | | | 0030 601-01839 1.000 EACH| 1650.00000 1650.00| 1705.00000 1705.00| 1815.00000 1815.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1339168 |(3) 35-1325036 |PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-01846 1.000 EACH| 1650.00000 1650.00| 1705.00000 1705.00| 1815.00000 1815.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 603-06040 7.000 m | 59.00000 413.00| 77.86000 545.02| 77.39000 541.73 FENCE, FARM FIELD, 1190 mm | | | 0033 616-02320 21.000 m2 | 5.20000 109.20| 6.49000 136.29| 34.43000 723.03 GEOTEXTILES | | | 0034 616-06405 12.000 Mg | 31.60000 379.20| 26.55000 318.60| 76.22000 914.64 RIPRAP, REVETMENT | | | 0035 801-04308 10.000 EACH| 139.00000 1390.00| 116.00000 1160.00| 160.55000 1605.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 48.00000 384.00| 68.00000 544.00| 55.44000 443.52 BARRICADE, IIIA | | | 0037 801-06606 8.000 EACH| 57.00000 456.00| 85.00000 680.00| 65.84000 526.72 BARRICADE, IIIB | | | 0038 801-06625 15.000 EACH| 66.00000 990.00| 49.00000 735.00| 76.23000 1143.45 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 22.000 EACH| 50.00000 1100.00| 79.00000 1738.00| 57.75000 1270.50 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 58,003.40| $ 59,165.77| $ 71,971.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,003.40| $ 59,165.77| $ 71,971.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1386990 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ISOM, JACK CONSTRUCTION CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE CLEAN AND REPAIR | | | 0001 105-06790 3.000 MOS | 1400.00000 4200.00| 1500.00000 4500.00| 1800.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2530.00000 2530.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3700.00000 3700.00| 8500.00000 8500.00| 3800.00000 3800.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-96133 11.000 m | 120.00000 1320.00| 50.00000 550.00| 55.00000 605.00 PIPE, REMOVE | | | 0006 203-02020 7.000 m3 | 12.00000 84.00| 96.00000 672.00| 100.00000 700.00 EXCAVATION, UNCLASSIFIED | | | 0007 205-02232 9.000 m3 | 50.00000 450.00| 100.00000 900.00| 200.00000 1800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0008 205-02234 1.000 EACH| 105.00000 105.00| 375.00000 375.00| 125.00000 125.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 213-52830 4.500 m3 | 140.00000 630.00| 300.00000 1350.00| 350.00000 1575.00 FLOWABLE MORTAR | | | 0010 303-52308 2.500 Mg | 50.00000 125.00| 90.00000 225.00| 300.00000 750.00 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 20.000 m2 | 26.40000 528.00| 9.00000 180.00| 20.00000 400.00 ASPHALT FOR TACK COAT | | | 0012 601-02636 27.040 m | 42.00000 1135.68| 48.00000 1297.92| 48.00000 1297.92 GUARDRAIL, W BEAM, NESTED | | | 0013 601-06037 4.000 EACH| 605.00000 2420.00| 700.00000 2800.00| 680.00000 2720.00 GUARDRAIL END TREATMENT, I | | | 0014 601-99105 291.465 m | 33.60000 9793.22| 35.00000 10201.28| 40.00000 11658.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 610-05527 13.000 Mg | 315.00000 4095.00| 500.00000 6500.00| 130.00000 1690.00 HMA FOR APPROACHES | | | 0016 621-01004 1.000 EACH| 210.00000 210.00| 900.00000 900.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 20.000 m2 | 10.15000 203.00| 35.00000 700.00| 10.00000 200.00 MULCHED SEEDING, R | | | 0018 702-51863 72.000 EACH| 10.00000 720.00| 10.00000 720.00| 20.00000 1440.00 FIELD DRILLED HOLE IN CONCRETE | | | 0019 702-90915 8.300 m3 | 660.00000 5478.00| 1325.00000 10997.50| 1700.00000 14110.00 CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1386990 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ISOM, JACK CONSTRUCTION CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 703-51030 550.000 kg | 1.80000 990.00| 6.50000 3575.00| 3.00000 1650.00 REINFORCING STEEL | | | 0021 715-06504 13.000 m | 170.00000 2210.00| 205.00000 2665.00| 250.00000 3250.00 PIPE, RCP, II, D0.3=50, 375 mm | | | 0022 802-05701 4.500 m | 48.30000 217.35| 53.00000 238.50| 60.00000 270.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 0.360 m2 | 235.00000 84.60| 240.00000 86.40| 270.00000 97.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0024 802-76035 0.810 m2 | 170.00000 137.70| 195.00000 157.95| 190.00000 153.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0025 808-06713 10.000 m | 30.50000 305.00| 12.00000 120.00| 35.00000 350.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 12.000 m | 30.50000 366.00| 12.00000 144.00| 35.00000 420.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 202-51328 LUMP| 22575.00000 22575.00| 7500.00000 7500.00| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 13 | | | 0028 201-52370 LUMP| 1500.00000 1500.00| 1100.00000 1100.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR. NO. 13 | | | 0029 203-02000 6.000 m3 | 50.00000 300.00| 100.00000 600.00| 100.00000 600.00 EXCAVATION, COMMON | | | 0030 601-01839 1.000 EACH| 1600.00000 1600.00| 1750.00000 1750.00| 1898.00000 1898.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0031 601-01846 1.000 EACH| 1600.00000 1600.00| 1750.00000 1750.00| 1898.00000 1898.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 603-06040 7.000 m | 70.35000 492.45| 45.00000 315.00| 77.00000 539.00 FENCE, FARM FIELD, 1190 mm | | | 0033 616-02320 21.000 m2 | 2.50000 52.50| 7.00000 147.00| 4.00000 84.00 GEOTEXTILES | | | 0034 616-06405 12.000 Mg | 30.00000 360.00| 49.00000 588.00| 45.00000 540.00 RIPRAP, REVETMENT | | | 0035 801-04308 10.000 EACH| 146.00000 1460.00| 150.00000 1500.00| 159.00000 1590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 51.00000 408.00| 70.00000 560.00| 56.00000 448.00 BARRICADE, IIIA | | | 0037 801-06606 8.000 EACH| 60.00000 480.00| 66.00000 528.00| 65.00000 520.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1386990 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ISOM, JACK CONSTRUCTION CO |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06625 15.000 EACH| 69.00000 1035.00| 78.00000 1170.00| 75.00000 1125.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 22.000 EACH| 52.00000 1144.00| 68.00000 1496.00| 58.00000 1276.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 75,044.50| $ 79,859.55| $ 80,730.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 75,044.50| $ 79,859.55| $ 80,730.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1523985 | |JOHNSON COMPANY, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE CLEAN AND REPAIR | | | 0001 105-06790 3.000 MOS | 1400.00000 4200.00| 1200.00000 3600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-96133 11.000 m | 250.00000 2750.00| 130.00000 1430.00| PIPE, REMOVE | | | 0006 203-02020 7.000 m3 | 116.00000 812.00| 67.86000 475.02| EXCAVATION, UNCLASSIFIED | | | 0007 205-02232 9.000 m3 | 150.00000 1350.00| 133.00000 1197.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0008 205-02234 1.000 EACH| 92.50000 92.50| 500.00000 500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 213-52830 4.500 m3 | 300.00000 1350.00| 226.00000 1017.00| FLOWABLE MORTAR | | | 0010 303-52308 2.500 Mg | 300.00000 750.00| 44.00000 110.00| COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 20.000 m2 | 5.00000 100.00| 7.00000 140.00| ASPHALT FOR TACK COAT | | | 0012 601-02636 27.040 m | 65.00000 1757.60| 44.80000 1211.40| GUARDRAIL, W BEAM, NESTED | | | 0013 601-06037 4.000 EACH| 670.00000 2680.00| 700.00000 2800.00| GUARDRAIL END TREATMENT, I | | | 0014 601-99105 291.465 m | 35.00000 10201.28| 36.00000 10492.74| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 610-05527 13.000 Mg | 425.00000 5525.00| 500.00000 6500.00| HMA FOR APPROACHES | | | 0016 621-01004 1.000 EACH| 600.00000 600.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 20.000 m2 | 5.00000 100.00| 50.00000 1000.00| MULCHED SEEDING, R | | | 0018 702-51863 72.000 EACH| 30.00000 2160.00| 9.00000 648.00| FIELD DRILLED HOLE IN CONCRETE | | | 0019 702-90915 8.300 m3 | 1800.00000 14940.00| 1590.00000 13197.00| CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1523985 | |JOHNSON COMPANY, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 703-51030 550.000 kg | 5.05000 2777.50| 8.81000 4845.50| REINFORCING STEEL | | | 0021 715-06504 13.000 m | 300.00000 3900.00| 200.00000 2600.00| PIPE, RCP, II, D0.3=50, 375 mm | | | 0022 802-05701 4.500 m | 35.00000 157.50| 51.50000 231.75| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 0.360 m2 | 325.00000 117.00| 260.00000 93.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0024 802-76035 0.810 m2 | 225.00000 182.25| 200.00000 162.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0025 808-06713 10.000 m | 31.00000 310.00| 35.00000 350.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 12.000 m | 14.00000 168.00| 35.00000 420.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 202-51328 LUMP| 5900.00000 5900.00| 23500.00000 23500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 13 | | | 0028 201-52370 LUMP| 1.00000 1.00| 15500.00000 15500.00| CLEARING RIGHT OF WAY , STR. NO. 13 | | | 0029 203-02000 6.000 m3 | 80.00000 480.00| 133.00000 798.00| EXCAVATION, COMMON | | | 0030 601-01839 1.000 EACH| 2100.00000 2100.00| 1680.00000 1680.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0031 601-01846 1.000 EACH| 2100.00000 2100.00| 1680.00000 1680.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 603-06040 7.000 m | 75.00000 525.00| 120.00000 840.00| FENCE, FARM FIELD, 1190 mm | | | 0033 616-02320 21.000 m2 | 10.00000 210.00| 23.81000 500.01| GEOTEXTILES | | | 0034 616-06405 12.000 Mg | 50.00000 600.00| 33.00000 396.00| RIPRAP, REVETMENT | | | 0035 801-04308 10.000 EACH| 175.00000 1750.00| 250.00000 2500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 75.00000 600.00| 100.00000 800.00| BARRICADE, IIIA | | | 0037 801-06606 8.000 EACH| 75.00000 600.00| 110.00000 880.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 621 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 79,475.78 ROUTE : 24 CALL ORDER : 621 CONTRACT ID : M -25196-A COUNTIES : CASS LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1523985 | |JOHNSON COMPANY, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06625 15.000 EACH| 75.00000 1125.00| 100.00000 1500.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 22.000 EACH| 50.00000 1100.00| 100.00000 2200.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 87,071.63| $ 120,195.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,071.63| $ 120,195.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 623 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,038.66 ROUTE : 421 CALL ORDER : 623 CONTRACT ID : M -25361-B COUNTIES : CLINTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 18,757.62 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 27,060.00 144.2613% 3 35-1542461 SWEENEY CONSTRUCTION CORPORATION $ 28,210.00 150.3922% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1526557 |(3) 35-1542461 |B & P CONSTRUCTION |MIDWEST MOLE, INC. |SWEENEY CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE LINING | | | 0001 110-01001 LUMP| 2053.46000 2053.46| 2000.00000 2000.00| 1400.00000 1400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 616-06405 12.000 Mg | 30.00000 360.00| 70.00000 840.00| 68.00000 816.00 RIPRAP, REVETMENT | | | 0003 715-96914 20.400 m | 690.40000 14084.16| 1150.00000 23460.00| 1235.00000 25194.00 PIPE, POLYETHYLENE LINER, 1050 mm | | | 0004 801-06640 6.000 EACH| 75.00000 450.00| 85.00000 510.00| 100.00000 600.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 1810.00000 1810.00| 250.00000 250.00| 200.00000 200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 18,757.62| $ 27,060.00| $ 28,210.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,757.62| $ 27,060.00| $ 28,210.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 627 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 138,000.00 ROUTE : I-64 CALL ORDER : 627 CONTRACT ID : M -25373-B COUNTIES : VARIOUS LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1606893 OLCO, INC. $ 139,000.00 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 144,000.00 103.5971% 3 31-1489217 CUSTOM MOWING $ 180,000.00 129.4964% ==================================================================================================================================== |(1) 35-1606893 |(2) 35-1991044 |(3) 31-1489217 |OLCO, INC. |JOHNSON COMPANY, INC. |CUSTOM MOWING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 45000.00000 45000.00| 60000.00000 60000.00| 50000.00000 50000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 75000.00000 75000.00| 50000.00000 50000.00| 80000.00000 80000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 19000.00000 19000.00| 34000.00000 34000.00| 50000.00000 50000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 139,000.00| $ 144,000.00| $ 180,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,000.00| $ 144,000.00| $ 180,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 631 CONTRACT ID : M -25450-A COUNTIES : VARIOUS LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 61,011.40 100.0000% 2 23-2332783 DEANGELO BROTHERS, INC. $ 77,558.87 127.1219% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,529.00 ROUTE : 64 CALL ORDER : 641 CONTRACT ID : M -25453-A COUNTIES : CRAWFORD FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISON CONTRACT TIME : 50 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING, INC. $ 31,100.00 100.0000% 2 31-1489217 CUSTOM MOWING $ 33,000.00 106.1093% 3 35-1636776 LINKEL COMPANY $ 48,000.00 154.3408% 4 35-1991044 JOHNSON COMPANY, INC. $ 68,000.00 218.6495% 5 35-1606893 OLCO, INC. $ 70,000.00 225.0803% ==================================================================================================================================== |(1) 35-2045735 |(2) 31-1489217 |(3) 35-1636776 |J & M CONTRACTING, INC. |CUSTOM MOWING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 15000.00000 15000.00| 12000.00000 12000.00| 19000.00000 19000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 12000.00000 12000.00| 18000.00000 18000.00| 24000.00000 24000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 4100.00000 4100.00| 3000.00000 3000.00| 5000.00000 5000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 31,100.00| $ 33,000.00| $ 48,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,100.00| $ 33,000.00| $ 48,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,529.00 ROUTE : 64 CALL ORDER : 641 CONTRACT ID : M -25453-A COUNTIES : CRAWFORD FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISON SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1606893 | |JOHNSON COMPANY, INC. |OLCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 24000.00000 24000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 30000.00000 30000.00| 32000.00000 32000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 18000.00000 18000.00| 14000.00000 14000.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 68,000.00| $ 70,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,000.00| $ 70,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 651 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,014.00 ROUTE : 74 CALL ORDER : 651 CONTRACT ID : M -25454-A COUNTIES : DEARBORN DECATUR LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY CONTRACT TIME : 50 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1489217 CUSTOM MOWING $ 33,900.00 100.0000% 2 35-2045735 J & M CONTRACTING, INC. $ 37,200.00 109.7345% 3 31-1626866 CLEAR VALLEY $ 43,470.00 128.2300% 4 35-1636776 LINKEL COMPANY $ 49,000.00 144.5427% 5 35-1606893 OLCO, INC. $ 67,000.00 197.6401% 6 35-1991044 JOHNSON COMPANY, INC. $ 80,000.00 235.9882% ==================================================================================================================================== |(1) 31-1489217 |(2) 35-2045735 |(3) 31-1626866 |CUSTOM MOWING |J & M CONTRACTING, INC. |CLEAR VALLEY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 12000.00000 12000.00| 16000.00000 16000.00| 13041.00000 13041.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 18000.00000 18000.00| 16000.00000 16000.00| 21735.00000 21735.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 3900.00000 3900.00| 5200.00000 5200.00| 8694.00000 8694.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 33,900.00| $ 37,200.00| $ 43,470.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,900.00| $ 37,200.00| $ 43,470.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/20/01 PAGE : 651 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,014.00 ROUTE : 74 CALL ORDER : 651 CONTRACT ID : M -25454-A COUNTIES : DEARBORN DECATUR LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1606893 |(6) 35-1991044 |LINKEL COMPANY |OLCO, INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 19000.00000 19000.00| 21000.00000 21000.00| 30000.00000 30000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 26000.00000 26000.00| 32000.00000 32000.00| 30000.00000 30000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 4000.00000 4000.00| 14000.00000 14000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 49,000.00| $ 67,000.00| $ 80,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,000.00| $ 67,000.00| $ 80,000.00 ====================================================================================================================================