INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/19/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 199,713.70 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 204,286.54 102.2896% 3 35-1315965 FOX CONTRACTORS CORP. $ 220,780.89 110.5486% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 223,800.00 112.0604% 5 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 243,657.10 122.0031% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1111003 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4800.00000 4800.00| 3500.00000 3500.00| 7455.00000 7455.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2800.00000 8400.00| 2350.00000 7050.00| 2240.00000 6720.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9950.00000 9950.00| 9500.00000 9500.00| 9200.00000 9200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 10.60000 1282.60| 11.50000 1391.50| 10.50000 1270.50 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 13000.00000 13000.00| 11500.00000 11500.00| 19215.00000 19215.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 2000.000 m2 | 5.00000 10000.00| 5.50000 11000.00| 3.71000 7420.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 4.000 EACH| 125.00000 500.00| 135.00000 540.00| 210.00000 840.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-96133 3.500 m | 100.00000 350.00| 28.00000 98.00| 102.57000 359.00 PIPE, REMOVE | | | 0009 203-02000 111.000 m3 | 55.00000 6105.00| 39.60000 4395.60| 82.49000 9156.39 EXCAVATION, COMMON | | | 0010 203-02020 75.000 m3 | 55.00000 4125.00| 40.00000 3000.00| 105.04000 7878.00 EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 68.000 m3 | 27.00000 1836.00| 69.00000 4692.00| 55.28000 3759.04 BORROW | | | 0012 205-06932 25.000 m | 35.00000 875.00| 38.50000 962.50| 40.64000 1016.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 25.000 m | 8.00000 200.00| 8.80000 220.00| 16.25000 406.25 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1111003 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 32.000 m3 | 100.00000 3200.00| 156.00000 4992.00| 290.12000 9283.84 FLOWABLE MORTAR | | | 0015 301-07448 400.000 Mg | 21.00000 8400.00| 22.00000 8800.00| 21.58000 8632.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 600.000 Mg | 21.00000 12600.00| 20.75000 12450.00| 18.69000 11214.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07491 21.000 Mg | 104.50000 2194.50| 98.00000 2058.00| 102.90000 2160.90 HMA PATCHING, TYPE C | | | 0018 304-07494 300.000 Mg | 89.00000 26700.00| 86.00000 25800.00| 79.31000 23793.00 WIDENING WITH HMA, TYPE C | | | 0019 402-07434 253.000 Mg | 79.00000 19987.00| 78.60000 19885.80| 82.95000 20986.35 HMA SURFACE, TYPE C | | | 0020 402-07452 300.000 Mg | 60.00000 18000.00| 57.50000 17250.00| 60.38000 18114.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0021 405-05517 5.000 Mg | 344.00000 1720.00| 395.00000 1975.00| 414.75000 2073.75 ASPHALT FOR PRIME COAT | | | 0022 406-05520 5.000 Mg | 235.00000 1175.00| 200.00000 1000.00| 210.00000 1050.00 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1550.00000 3100.00| 1700.00000 3400.00| 1785.00000 3570.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 1775.00000 7100.00| 1950.00000 7800.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 134.000 m | 28.25000 3785.50| 31.00000 4154.00| 31.50000 4221.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-05527 8.000 Mg | 79.00000 632.00| 190.00000 1520.00| 82.95000 663.60 HMA FOR APPROACHES | | | 0027 615-06500 2.000 EACH| 445.00000 890.00| 490.00000 980.00| 525.00000 1050.00 MONUMENT, A | | | 0028 616-02320 50.000 m2 | 8.00000 400.00| 8.00000 400.00| 5.59000 279.50 GEOTEXTILES | | | 0029 616-06405 45.000 Mg | 30.00000 1350.00| 34.00000 1530.00| 45.85000 2063.25 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 550.00000 550.00| 650.00000 650.00| 630.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 1000.000 m2 | 1.60000 1600.00| 1.75000 1750.00| 1.34000 1340.00 MULCHED SEEDING, R | | | 0032 714-05069 14.100 m | 1042.00000 14682.20| 1080.00000 15228.00| 1264.96000 17835.94 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3700 mm X 1500 mm | | | 0033 801-04308 6.000 EACH| 129.00000 774.00| 142.00000 852.00| 135.45000 812.70 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1111003 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06203 100.000 m | 4.00000 400.00| 3.50000 350.00| 3.72000 372.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06625 24.000 EACH| 49.00000 1176.00| 54.00000 1296.00| 51.45000 1234.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 12.000 EACH| 59.00000 708.00| 65.00000 780.00| 61.95000 743.40 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| 892.50000 892.50 MAINTAINING TRAFFIC | | | 0038 801-07118 20.000 m | 15.00000 300.00| 16.56000 331.20| 15.75000 315.00 BARRICADE, III-A | | | 0039 801-07119 20.000 m | 16.00000 320.00| 17.50000 350.00| 16.80000 336.00 BARRICADE, III-B | | | 0040 802-91122 6.000 EACH| 188.00000 1128.00| 165.00000 990.00| 197.40000 1184.40 SIGN, GROUND MOUNTED, RESET | | | 0041 808-06713 586.000 m | 0.70000 410.20| 0.77000 451.22| 0.74000 433.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 586.000 m | 0.70000 410.20| 0.77000 451.22| 0.74000 433.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75996 25.000 EACH| 10.00000 250.00| 58.50000 1462.50| 22.48000 562.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 25.000 EACH| 53.50000 1337.50| 120.00000 3000.00| 56.18000 1404.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 0.00| $ 0.00| $ 0.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 | |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1600.00000 4800.00| 2000.00000 6000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 11.00000 1331.00| 12.50000 1512.50| GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 16077.00000 16077.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 2000.000 m2 | 4.25000 8500.00| 5.00000 10000.00| SURFACE MILLING, ASPHALT | | | 0007 202-93741 4.000 EACH| 135.00000 540.00| 250.00000 1000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-96133 3.500 m | 150.00000 525.00| 50.00000 175.00| PIPE, REMOVE | | | 0009 203-02000 111.000 m3 | 125.00000 13875.00| 50.00000 5550.00| EXCAVATION, COMMON | | | 0010 203-02020 75.000 m3 | 25.00000 1875.00| 50.00000 3750.00| EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 68.000 m3 | 30.00000 2040.00| 30.00000 2040.00| BORROW | | | 0012 205-06932 25.000 m | 36.00000 900.00| 42.00000 1050.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 25.000 m | 8.50000 212.50| 10.00000 250.00| TEMPORARY SILT FENCE | | | 0014 213-52830 32.000 m3 | 150.00000 4800.00| 125.00000 4000.00| FLOWABLE MORTAR | | | 0015 301-07448 400.000 Mg | 25.00000 10000.00| 20.00000 8000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 600.000 Mg | 30.00000 18000.00| 24.00000 14400.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07491 21.000 Mg | 108.00000 2268.00| 108.00000 2268.00| HMA PATCHING, TYPE C | | | 0018 304-07494 300.000 Mg | 65.00000 19500.00| 92.00000 27600.00| WIDENING WITH HMA, TYPE C | | | 0019 402-07434 253.000 Mg | 80.00000 20240.00| 87.00000 22011.00| HMA SURFACE, TYPE C | | | 0020 402-07452 300.000 Mg | 62.00000 18600.00| 63.00000 18900.00| HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 | |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 5.000 Mg | 345.00000 1725.00| 435.00000 2175.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 5.000 Mg | 240.00000 1200.00| 220.00000 1100.00| ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1600.00000 3200.00| 1785.00000 3570.00| GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 1800.00000 7200.00| 2050.00000 8200.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 134.000 m | 30.00000 4020.00| 32.50000 4355.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-05527 8.000 Mg | 80.00000 640.00| 87.00000 696.00| HMA FOR APPROACHES | | | 0027 615-06500 2.000 EACH| 450.00000 900.00| 510.00000 1020.00| MONUMENT, A | | | 0028 616-02320 50.000 m2 | 2.50000 125.00| 5.00000 250.00| GEOTEXTILES | | | 0029 616-06405 45.000 Mg | 32.00000 1440.00| 22.00000 990.00| RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 575.00000 575.00| 635.00000 635.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 1000.000 m2 | 1.70000 1700.00| 1.85000 1850.00| MULCHED SEEDING, R | | | 0032 714-05069 14.100 m | 1400.00000 19740.00| 1670.00000 23547.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3700 mm X 1500 mm | | | 0033 801-04308 6.000 EACH| 135.00000 810.00| 150.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06203 100.000 m | 3.60000 360.00| 5.00000 500.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06625 24.000 EACH| 50.00000 1200.00| 56.00000 1344.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 12.000 EACH| 60.00000 720.00| 68.00000 816.00| CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0038 801-07118 20.000 m | 16.00000 320.00| 17.25000 345.00| BARRICADE, III-A | | | 0039 801-07119 20.000 m | 17.00000 340.00| 18.50000 370.00| BARRICADE, III-B | | | 0040 802-91122 6.000 EACH| 160.00000 960.00| 250.00000 1500.00| SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 690 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,376.22 ROUTE : US 41 CALL ORDER : 690 CONTRACT ID : M -25994-A COUNTIES : PARKE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 | |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-06713 586.000 m | 0.75000 439.50| 0.80000 468.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 586.000 m | 0.75000 439.50| 0.80000 468.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75996 25.000 EACH| 11.50000 287.50| 20.00000 500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 25.000 EACH| 55.00000 1375.00| 62.00000 1550.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 0.00| $ 0.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 0.00| $ 0.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996900C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1564026 WINGHAM PAVING INC. REJECTED $ 258,750.58 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR AWARD $ 288,118.40 111.3498% 3 35-1549010 MCALISTER EXCAVATING CO $ 378,629.40 146.3298% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 403,812.50 156.0624% ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1549010 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5175.00000 5175.00| 4500.00000 4500.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1025.00000 4100.00| 1100.00000 4400.00| 1600.00000 6400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12321.00000 12321.00| 10000.00000 10000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6200.00000 6200.00| 9230.00000 9230.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2500.00000 2500.00 DEBRIS, REMOVE | | | 0006 202-02241 363.000 LFT | 3.50000 1270.50| 4.00000 1452.00| 4.00000 1452.00 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 2800.00000 2800.00| 5900.00000 5900.00| 9500.00000 9500.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 797.000 SYS | 5.60000 4463.20| 5.00000 3985.00| 10.00000 7970.00 SURFACE MILLING, ASPHALT | | | 0009 202-96133 18.300 LFT | 7.00000 128.10| 15.00000 274.50| 8.00000 146.40 PIPE, REMOVE | | | 0010 202-99187 100.000 LFT | 3.00000 300.00| 3.00000 300.00| 4.00000 400.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02020 2052.000 CYS | 6.00000 12312.00| 14.00000 28728.00| 15.00000 30780.00 EXCAVATION, UNCLASSIFIED | | | 0012 203-02070 500.000 CYS | 12.00000 6000.00| 18.00000 9000.00| 19.00000 9500.00 BORROW | | | 0013 203-02376 LUMP| 4000.00000 4000.00| 10.00000 10.00| 8000.00000 8000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0014 205-06931 50.000 TON | 20.00000 1000.00| 21.00000 1050.00| 21.00000 1050.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1549010 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06932 200.000 LFT | 4.55000 910.00| 5.00000 1000.00| 9.00000 1800.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 2230.000 LFT | 1.75000 3902.50| 1.55000 3456.50| 1.90000 4237.00 TEMPORARY SILT FENCE | | | 0017 206-51215 60.000 CYS | 90.00000 5400.00| 99.00000 5940.00| 160.00000 9600.00 EXCAVATION, X | | | 0018 211-07454 913.000 CYS | 20.00000 18260.00| 24.00000 21912.00| 22.00000 20086.00 STRUCTURE BACKFILL | | | 0019 303-01180 537.000 TON | 14.00000 7518.00| 15.00000 8055.00| 28.00000 15036.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 402-07432 66.000 TON | 90.00000 5940.00| 80.00000 5280.00| 125.00000 8250.00 HMA SURFACE, TYPE A | | | 0021 402-07435 12.000 TON | 90.00000 1080.00| 100.00000 1200.00| 150.00000 1800.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07440 25.000 TON | 90.00000 2250.00| 100.00000 2500.00| 140.00000 3500.00 HMA BASE. TYPE A | | | 0023 404-05514 580.000 SYS | 7.00000 4060.00| 8.00000 4640.00| 3.00000 1740.00 SEAL COAT, 5 | | | 0024 405-05518 68.000 SYS | 7.36000 500.48| 5.00000 340.00| 1.00000 68.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 928.000 SYS | 0.15000 139.20| 0.50000 464.00| 0.50000 464.00 ASPHALT FOR TACK COAT | | | 0026 601-05586 1.000 EACH| 1880.00000 1880.00| 2225.00000 2225.00| 2325.00000 2325.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0027 601-94689 1.000 EACH| 2174.00000 2174.00| 3500.00000 3500.00| 2350.00000 2350.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 1150.00000 1150.00| 800.00000 800.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 1220.000 LFT | 11.45000 13969.00| 11.00000 13420.00| 15.00000 18300.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 603-03398 500.000 LFT | 1.50000 750.00| 4.00000 2000.00| 4.00000 2000.00 FENCE, RELOCATE ,ELECTRIC | | | 0031 603-06040 100.000 LFT | 5.00000 500.00| 8.00000 800.00| 8.25000 825.00 FENCE, FARM FIELD, 47 IN. | | | 0032 603-06060 400.000 LFT | 6.50000 2600.00| 8.00000 3200.00| 8.50000 3400.00 FENCE, FARM FIELD, RESET | | | 0033 603-93088 100.000 LFT | 6.50000 650.00| 8.00000 800.00| 6.50000 650.00 FENCE, FARM FIELD, REPAIR | | | 0034 611-95023 1.000 EACH| 125.00000 125.00| 115.00000 115.00| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1549010 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06490 8.000 EACH| 125.00000 1000.00| 110.00000 880.00| 125.00000 1000.00 RIGHT OF WAY MARKER | | | 0036 615-06505 4.000 EACH| 325.00000 1300.00| 495.00000 1980.00| 550.00000 2200.00 MONUMENT, B | | | 0037 616-02320 177.000 SYS | 2.50000 442.50| 1.00000 177.00| 2.50000 442.50 GEOTEXTILES | | | 0038 616-05688 120.000 TON | 24.00000 2880.00| 18.00000 2160.00| 22.00000 2640.00 RIPRAP, CLASS 1 | | | 0039 621-01004 1.000 EACH| 750.00000 750.00| 600.00000 600.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 3000.000 SYS | 0.75000 2250.00| 0.50000 1500.00| 0.60000 1800.00 MULCHED SEEDING, R | | | 0041 702-44240 32.300 CYS | 305.00000 9851.50| 225.00000 7267.50| 550.00000 17765.00 CONCRETE, A, STRUCTURES | | | 0042 703-06028 2216.000 LBS | 0.60000 1329.60| 0.65000 1440.40| 1.00000 2216.00 REINFORCING BARS | | | 0043 714-26712 75.000 LFT | 398.00000 29850.00| 450.00000 33750.00| 535.00000 40125.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0044 715-02628 1.000 EACH| 310.00000 310.00| 195.00000 195.00| 300.00000 300.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0045 715-05169 30.000 LFT | 26.00000 780.00| 45.00000 1350.00| 30.00000 900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-05203 64.000 LFT | 9.00000 576.00| 8.00000 512.00| 6.00000 384.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0047 715-06004 2.000 EACH| 600.00000 1200.00| 1800.00000 3600.00| 1500.00000 3000.00 CONCRETE ANCHOR, 48 IN. | | | 0048 715-46005 1.000 EACH| 175.00000 175.00| 165.00000 165.00| 175.00000 175.00 PIPE END SECTION, 15 IN. | | | 0049 716-07637 149.000 LFT | 385.00000 57365.00| 355.00000 52895.00| 550.00000 81950.00 PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0050 801-03290 3.000 EACH| 75.00000 225.00| 100.00000 300.00| 78.00000 234.00 CONSTRUCTION SIGN, C | | | 0051 801-04308 2.000 EACH| 105.00000 210.00| 230.00000 460.00| 108.00000 216.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 23.000 EACH| 52.00000 1196.00| 120.00000 2760.00| 54.00000 1242.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 40.000 EACH| 57.00000 2280.00| 120.00000 4800.00| 60.00000 2400.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 3.000 EACH| 35.00000 105.00| 90.00000 270.00| 36.00000 108.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1357381 |(3) 35-1549010 |WINGHAM PAVING INC. |O'MARA, DAVE CONTRACTOR |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06775 LUMP| 6600.00000 6600.00| 2700.00000 2700.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0056 801-07118 72.000 LFT | 3.50000 252.00| 50.00000 3600.00| 4.00000 288.00 BARRICADE, III-A | | | 0057 804-06771 13.000 EACH| 20.00000 260.00| 25.00000 325.00| 28.00000 364.00 DELINEATOR POST, FLEXIBLE | | | 0058 808-06713 700.000 LFT | 0.60000 420.00| 1.00000 700.00| 0.65000 455.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 700.000 LFT | 0.60000 420.00| 1.00000 700.00| 0.65000 455.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 808-75996 6.000 EACH| 20.00000 120.00| 12.00000 72.00| 25.00000 150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 6.000 EACH| 220.00000 1320.00| 120.00000 720.00| 228.00000 1368.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 303-97820 17.500 TON | 26.00000 455.00| 15.00000 262.50| 27.00000 472.50 AGGREGATE, 8 | | | SECTION TOTALS | $ 258,750.58| $ 288,118.40| $ 378,629.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,750.58| $ 288,118.40| $ 378,629.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2000.00000 8000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14628.30000 14628.30| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 3500.00000 3500.00| | DEBRIS, REMOVE | | | 0006 202-02241 363.000 LFT | 4.20000 1524.60| | GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 6000.00000 6000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 797.000 SYS | 4.00000 3188.00| | SURFACE MILLING, ASPHALT | | | 0009 202-96133 18.300 LFT | 30.00000 549.00| | PIPE, REMOVE | | | 0010 202-99187 100.000 LFT | 4.20000 420.00| | FENCE, FARM FIELD, REMOVE | | | 0011 203-02020 2052.000 CYS | 25.00000 51300.00| | EXCAVATION, UNCLASSIFIED | | | 0012 203-02070 500.000 CYS | 15.00000 7500.00| | BORROW | | | 0013 203-02376 LUMP| 5000.00000 5000.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0014 205-06931 50.000 TON | 50.00000 2500.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 200.000 LFT | 8.50000 1700.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 2230.000 LFT | 1.80000 4014.00| | TEMPORARY SILT FENCE | | | 0017 206-51215 60.000 CYS | 70.00000 4200.00| | EXCAVATION, X | | | 0018 211-07454 913.000 CYS | 20.00000 18260.00| | STRUCTURE BACKFILL | | | 0019 303-01180 537.000 TON | 35.00000 18795.00| | COMPACTED AGGREGATE, NO. 53 | | | 0020 402-07432 66.000 TON | 135.00000 8910.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07435 12.000 TON | 130.00000 1560.00| | HMA INTERMEDIATE, TYPE A | | | 0022 402-07440 25.000 TON | 125.00000 3125.00| | HMA BASE. TYPE A | | | 0023 404-05514 580.000 SYS | 7.00000 4060.00| | SEAL COAT, 5 | | | 0024 405-05518 68.000 SYS | 1.75000 119.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05521 928.000 SYS | 0.55000 510.40| | ASPHALT FOR TACK COAT | | | 0026 601-05586 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0027 601-94689 1.000 EACH| 2250.00000 2250.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 850.00000 850.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 1220.000 LFT | 11.00000 13420.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 603-03398 500.000 LFT | 4.50000 2250.00| | FENCE, RELOCATE ,ELECTRIC | | | 0031 603-06040 100.000 LFT | 7.50000 750.00| | FENCE, FARM FIELD, 47 IN. | | | 0032 603-06060 400.000 LFT | 8.00000 3200.00| | FENCE, FARM FIELD, RESET | | | 0033 603-93088 100.000 LFT | 6.00000 600.00| | FENCE, FARM FIELD, REPAIR | | | 0034 611-95023 1.000 EACH| 130.00000 130.00| | MAILBOX ASSEMBLY, RESET | | | 0035 615-06490 8.000 EACH| 115.00000 920.00| | RIGHT OF WAY MARKER | | | 0036 615-06505 4.000 EACH| 450.00000 1800.00| | MONUMENT, B | | | 0037 616-02320 177.000 SYS | 2.50000 442.50| | GEOTEXTILES | | | 0038 616-05688 120.000 TON | 70.00000 8400.00| | RIPRAP, CLASS 1 | | | 0039 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06559 3000.000 SYS | 0.50000 1500.00| | MULCHED SEEDING, R | | | 0041 702-44240 32.300 CYS | 800.00000 25840.00| | CONCRETE, A, STRUCTURES | | | 0042 703-06028 2216.000 LBS | 1.50000 3324.00| | REINFORCING BARS | | | 0043 714-26712 75.000 LFT | 600.00000 45000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0044 715-02628 1.000 EACH| 500.00000 500.00| | SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0045 715-05169 30.000 LFT | 40.00000 1200.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-05203 64.000 LFT | 10.00000 640.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0047 715-06004 2.000 EACH| 1500.00000 3000.00| | CONCRETE ANCHOR, 48 IN. | | | 0048 715-46005 1.000 EACH| 400.00000 400.00| | PIPE END SECTION, 15 IN. | | | 0049 716-07637 149.000 LFT | 450.00000 67050.00| | PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0050 801-03290 3.000 EACH| 70.00000 210.00| | CONSTRUCTION SIGN, C | | | 0051 801-04308 2.000 EACH| 95.00000 190.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 23.000 EACH| 50.00000 1150.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 40.000 EACH| 55.00000 2200.00| | CONSTRUCTION SIGN, A | | | 0054 801-06645 3.000 EACH| 33.00000 99.00| | CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 16650.00000 16650.00| | MAINTAINING TRAFFIC | | | 0056 801-07118 72.000 LFT | 3.10000 223.20| | BARRICADE, III-A | | | 0057 804-06771 13.000 EACH| 25.00000 325.00| | DELINEATOR POST, FLEXIBLE | | | 0058 808-06713 700.000 LFT | 0.52000 364.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 700.000 LFT | 0.52000 364.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 700 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,453.75 ROUTE : 48 CALL ORDER : 700 CONTRACT ID : M -26204-A COUNTIES : RIPLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75996 6.000 EACH| 35.00000 210.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 6.000 EACH| 210.00000 1260.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 303-97820 17.500 TON | 25.00000 437.50| | AGGREGATE, 8 | | | SECTION TOTALS | $ 403,812.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,812.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 710 CONTRACT ID : M -26427-A COUNTIES : WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 433,713.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,634.64 ROUTE : 56 CALL ORDER : 720 CONTRACT ID : M -26652-A COUNTIES : SWITZERLAND LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/27/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 500000S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 93,973.27 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 144,731.68 154.0136% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2070195 | |MCALISTER EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 1800.00000 10800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 4500.00000 4500.00| 12500.00000 12500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-02240 97.780 SYS | 10.00000 977.80| 6.00000 586.68| PAVEMENT, REMOVE | | | 0006 202-02928 2.000 EACH| 400.00000 800.00| 350.00000 700.00| CATCH BASIN, REMOVE | | | 0007 202-60820 1075.600 SYS | 5.50000 5915.80| 2.85000 3065.46| SURFACE MILLING, ASPHALT | | | 0008 202-96133 329.000 LFT | 5.00000 1645.00| 11.50000 3783.50| PIPE, REMOVE | | | 0009 203-02000 208.000 CYS | 21.00000 4368.00| 17.50000 3640.00| EXCAVATION, COMMON | | | 0010 205-06932 30.000 LFT | 8.00000 240.00| 5.60000 168.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 100.000 LFT | 2.50000 250.00| 3.10000 310.00| TEMPORARY SILT FENCE | | | 0012 211-02060 168.070 CYS | 21.00000 3529.47| 25.25000 4243.77| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 68.970 TON | 20.00000 1379.40| 21.00000 1448.37| COMPACTED AGGREGATE, O, 53 | | | 0014 402-07433 96.800 TON | 110.00000 10648.00| 95.00000 9196.00| HMA SURFACE, TYPE B | | | 0015 402-07438 10.760 TON | 125.00000 1345.00| 90.00000 968.40| HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,634.64 ROUTE : 56 CALL ORDER : 720 CONTRACT ID : M -26652-A COUNTIES : SWITZERLAND LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2070195 | |MCALISTER EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07441 43.020 TON | 90.00000 3871.80| 100.00000 4302.00| HMA BASE, TYPE B | | | 0017 406-05520 0.570 TON | 250.00000 142.50| 450.00000 256.50| ASPHALT FOR TACK COAT | | | 0018 610-07487 39.100 TON | 100.00000 3910.00| 90.00000 3519.00| HMA FOR APPROACHES, TYPE B | | | 0019 616-02320 160.000 SYS | 2.50000 400.00| 2.25000 360.00| GEOTEXTILES | | | 0020 616-06405 100.000 TON | 22.00000 2200.00| 22.50000 2250.00| RIPRAP, REVETMENT | | | 0021 621-06567 1.000 MG | 2.00000 2.00| 60.00000 60.00| WATER | | | 0022 621-06575 410.000 SYS | 5.00000 2050.00| 10.25000 4202.50| SODDING, NURSERY | | | 0023 715-05244 44.000 LFT | 120.00000 5280.00| 145.00000 6380.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0024 715-07107 2.000 EACH| 1000.00000 2000.00| 1850.00000 3700.00| PIPE END SECTION, MIN. AREA 11.6 SFT. | | | 0025 715-07749 304.500 LFT | 31.00000 9439.50| 118.00000 35931.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 2.10 | | | SFT. | | | 0026 715-46060 5.000 EACH| 280.00000 1400.00| 750.00000 3750.00| PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0027 720-96275 3.000 EACH| 2000.00000 6000.00| 1850.00000 5550.00| MANHOLE, A2 | | | 0028 801-04308 3.000 EACH| 150.00000 450.00| 142.50000 427.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0029 801-06625 13.000 EACH| 44.00000 572.00| 40.00000 520.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 13.000 EACH| 90.00000 1170.00| 85.00000 1105.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0032 801-07119 108.000 LFT | 5.00000 540.00| 4.25000 459.00| BARRICADE, III-B , WITH SIGNS | | | 0033 802-76055 10.000 LFT | 9.50000 95.00| 2.50000 25.00| SIGN POST, A | | | 0034 808-06712 120.000 LFT | 0.90000 108.00| 0.80000 96.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 960.000 LFT | 0.90000 864.00| 0.80000 768.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 720 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,634.64 ROUTE : 56 CALL ORDER : 720 CONTRACT ID : M -26652-A COUNTIES : SWITZERLAND LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-2070195 | |MCALISTER EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-06714 200.000 LFT | 0.90000 180.00| 0.80000 160.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 93,973.27| $ 144,731.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 93,973.27| $ 144,731.68| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 10000AH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 157,711.78 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 160,017.70 101.4621% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 167,872.15 106.4423% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 175,000.00 110.9619% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 189,073.50 119.8854% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1523985 |(3) 35-1917625 |B & P CONSTRUCTION |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7550.00000 7550.00| 8000.00000 8000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1300.00000 7800.00| 2000.00000 12000.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 7000.00000 7000.00| 8300.00000 8300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 2.000 EACH| 4640.00000 9280.00| 5500.00000 11000.00| 3000.00000 6000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 620.000 SYS | 4.00000 2480.00| 5.00000 3100.00| 4.87000 3019.40 SURFACE MILLING, ASPHALT | | | 0006 203-02000 480.000 CYS | 25.00000 12000.00| 10.00000 4800.00| 31.00000 14880.00 EXCAVATION, COMMON | | | 0007 203-02070 105.000 CYS | 26.00000 2730.00| 13.00000 1365.00| 26.00000 2730.00 BORROW | | | 0008 205-06932 50.000 LFT | 10.00000 500.00| 9.00000 450.00| 7.75000 387.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 750.000 LFT | 2.25000 1687.50| 3.00000 2250.00| 1.70000 1275.00 TEMPORARY SILT FENCE | | | 0010 207-07503 2340.000 SYS | 2.50000 5850.00| 3.00000 7020.00| 1.56000 3650.40 SUBGRADE TREATMENT, TYPE E | | | 0011 211-07454 74.000 CYS | 26.00000 1924.00| 25.00000 1850.00| 18.00000 1332.00 STRUCTURE BACKFILL | | | 0012 303-04075 121.000 TON | 25.00000 3025.00| 25.00000 3025.00| 28.00000 3388.00 COMPACTED AGGREGATE, O, 73 | | | 0013 402-07433 183.000 TON | 61.50000 11254.50| 67.00000 12261.00| 59.25000 10842.75 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1523985 |(3) 35-1917625 |B & P CONSTRUCTION |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07438 216.000 TON | 52.00000 11232.00| 57.00000 12312.00| 54.50000 11772.00 HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 690.000 TON | 44.50000 30705.00| 49.21000 33954.90| 44.95000 31015.50 HMA BASE, TYPE B | | | 0016 404-05514 367.000 SYS | 5.89000 2161.63| 6.60000 2422.20| 5.00000 1835.00 SEAL COAT, 5 | | | 0017 406-05520 2.200 TON | 213.25000 469.15| 238.00000 523.60| 235.00000 517.00 ASPHALT FOR TACK COAT | | | 0018 616-02320 250.000 SYS | 5.00000 1250.00| 5.00000 1250.00| 4.00000 1000.00 GEOTEXTILES | | | 0019 616-06405 171.000 TON | 27.00000 4617.00| 30.00000 5130.00| 35.00000 5985.00 RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 800.00000 800.00| 900.00000 900.00| 740.00000 740.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06548 5.000 LBS | 20.00000 100.00| 50.00000 250.00| 38.50000 192.50 SEED MIXTURE, CV | | | 0022 621-06559 3600.000 SYS | 0.60000 2160.00| 0.65000 2340.00| 0.47000 1692.00 MULCHED SEEDING, R | | | 0023 715-05125 45.000 LFT | 35.00000 1575.00| 50.00000 2250.00| 80.00000 3600.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0024 715-05169 63.000 LFT | 20.00000 1260.00| 30.00000 1890.00| 46.00000 2898.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0025 715-07747 63.000 LFT | 75.00000 4725.00| 110.00000 6930.00| 130.00000 8190.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 23.2 | | | SQ. FT. | | | 0026 715-07748 2.000 EACH| 425.00000 850.00| 1000.00000 2000.00| 1500.00000 3000.00 CONCRETE ANCHOR, MIN. AREA 23.2 SQ. FT. | | | 0027 715-46005 2.000 EACH| 225.00000 450.00| 100.00000 200.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0028 715-46030 2.000 EACH| 350.00000 700.00| 300.00000 600.00| 500.00000 1000.00 PIPE END SECTION, 30 IN. | | | 0029 801-04308 5.000 EACH| 150.00000 750.00| 280.00000 1400.00| 145.00000 725.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0030 801-06207 400.000 LFT | 1.50000 600.00| 2.00000 800.00| 1.05000 420.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06625 26.000 EACH| 45.00000 1170.00| 65.00000 1690.00| 42.00000 1092.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0032 801-06640 18.000 EACH| 75.00000 1350.00| 82.00000 1476.00| 70.00000 1260.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1523985 |(3) 35-1917625 |B & P CONSTRUCTION |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06645 4.000 EACH| 25.00000 100.00| 50.00000 200.00| 26.50000 106.00 CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 10150.00000 10150.00| 2500.00000 2500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0035 801-07118 48.000 LFT | 5.00000 240.00| 8.00000 384.00| 4.20000 201.60 BARRICADE, III-A | | | 0036 801-07119 36.000 LFT | 6.00000 216.00| 9.00000 324.00| 5.25000 189.00 BARRICADE, III-B | | | 0037 805-96014 50.000 LFT | 10.00000 500.00| 20.00000 1000.00| 1.25000 62.50 SAW CUT, FULL DEPTH | | | 0038 808-06713 1700.000 LFT | 0.25000 425.00| 0.30000 510.00| 0.26000 442.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0039 808-06714 1700.000 LFT | 0.25000 425.00| 0.30000 510.00| 0.26000 442.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0040 808-75340 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0041 808-75996 10.000 EACH| 20.00000 200.00| 25.00000 250.00| 30.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 10.000 EACH| 65.00000 650.00| 90.00000 900.00| 64.00000 640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 157,711.78| $ 160,017.70| $ 167,872.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,711.78| $ 160,017.70| $ 167,872.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1386990 | |HARVEY, GEORGE R. & SON, INC|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 6800.00000 6800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 2500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 8429.20000 8429.20| 13000.00000 13000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 2.000 EACH| 6000.00000 12000.00| 8000.00000 16000.00| PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 620.000 SYS | 5.00000 3100.00| 5.00000 3100.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 480.000 CYS | 20.00000 9600.00| 12.00000 5760.00| EXCAVATION, COMMON | | | 0007 203-02070 105.000 CYS | 25.00000 2625.00| 15.00000 1575.00| BORROW | | | 0008 205-06932 50.000 LFT | 9.00000 450.00| 12.00000 600.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 750.000 LFT | 2.00000 1500.00| 5.00000 3750.00| TEMPORARY SILT FENCE | | | 0010 207-07503 2340.000 SYS | 5.00000 11700.00| 4.50000 10530.00| SUBGRADE TREATMENT, TYPE E | | | 0011 211-07454 74.000 CYS | 25.00000 1850.00| 20.00000 1480.00| STRUCTURE BACKFILL | | | 0012 303-04075 121.000 TON | 30.00000 3630.00| 18.00000 2178.00| COMPACTED AGGREGATE, O, 73 | | | 0013 402-07433 183.000 TON | 66.50000 12169.50| 71.00000 12993.00| HMA SURFACE, TYPE B | | | 0014 402-07438 216.000 TON | 53.00000 11448.00| 59.50000 12852.00| HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 690.000 TON | 50.00000 34500.00| 51.00000 35190.00| HMA BASE, TYPE B | | | 0016 404-05514 367.000 SYS | 6.50000 2385.50| 7.00000 2569.00| SEAL COAT, 5 | | | 0017 406-05520 2.200 TON | 235.00000 517.00| 405.00000 891.00| ASPHALT FOR TACK COAT | | | 0018 616-02320 250.000 SYS | 3.00000 750.00| 6.00000 1500.00| GEOTEXTILES | | | 0019 616-06405 171.000 TON | 25.00000 4275.00| 25.00000 4275.00| RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 835.00000 835.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1386990 | |HARVEY, GEORGE R. & SON, INC|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-06548 5.000 LBS | 43.00000 215.00| 35.00000 175.00| SEED MIXTURE, CV | | | 0022 621-06559 3600.000 SYS | 0.55000 1980.00| 1.05000 3780.00| MULCHED SEEDING, R | | | 0023 715-05125 45.000 LFT | 70.00000 3150.00| 52.00000 2340.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0024 715-05169 63.000 LFT | 30.00000 1890.00| 18.50000 1165.50| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0025 715-07747 63.000 LFT | 200.00000 12600.00| 145.00000 9135.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 23.2 | | | SQ. FT. | | | 0026 715-07748 2.000 EACH| 800.00000 1600.00| 2300.00000 4600.00| CONCRETE ANCHOR, MIN. AREA 23.2 SQ. FT. | | | 0027 715-46005 2.000 EACH| 200.00000 400.00| 300.00000 600.00| PIPE END SECTION, 15 IN. | | | 0028 715-46030 2.000 EACH| 450.00000 900.00| 450.00000 900.00| PIPE END SECTION, 30 IN. | | | 0029 801-04308 5.000 EACH| 161.00000 805.00| 195.00000 975.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0030 801-06207 400.000 LFT | 1.50000 600.00| 3.00000 1200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06625 26.000 EACH| 46.00000 1196.00| 75.00000 1950.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0032 801-06640 18.000 EACH| 78.00000 1404.00| 102.00000 1836.00| CONSTRUCTION SIGN, A | | | 0033 801-06645 4.000 EACH| 29.00000 116.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0035 801-07118 48.000 LFT | 4.60000 220.80| 7.00000 336.00| BARRICADE, III-A | | | 0036 801-07119 36.000 LFT | 5.75000 207.00| 8.00000 288.00| BARRICADE, III-B | | | 0037 805-96014 50.000 LFT | 10.00000 500.00| 20.00000 1000.00| SAW CUT, FULL DEPTH | | | 0038 808-06713 1700.000 LFT | 0.28000 476.00| 0.45000 765.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0039 808-06714 1700.000 LFT | 0.28000 476.00| 0.45000 765.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0040 808-75340 2.000 EACH| 405.00000 810.00| 500.00000 1000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 730 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 172,277.22 ROUTE : 26 CALL ORDER : 730 CONTRACT ID : M -26708-A COUNTIES : WARREN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1386990 | |HARVEY, GEORGE R. & SON, INC|ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-75996 10.000 EACH| 20.00000 200.00| 50.00000 500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 10.000 EACH| 69.00000 690.00| 122.00000 1220.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 175,000.00| $ 189,073.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,000.00| $ 189,073.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 740 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,060.00 ROUTE : SR 25 AND SR 26 CALL ORDER : 740 CONTRACT ID : M -26756-A COUNTIES : WARREN MONTGOMERY LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-2064912 B & P CONSTRUCTION $ 21,712.92 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 39,172.60 180.4114% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1817574 | |B & P CONSTRUCTION |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE SLIPLINING | | | 0001 105-06845 LUMP| 1650.00000 1650.00| 500.00000 500.00| CONSTRUCTION ENGINEERING STR. # 1 | | | 0002 105-06845 LUMP| 500.00000 500.00| 500.00000 500.00| CONSTRUCTION ENGINEERING STR. # 2 | | | 0003 110-01001 LUMP| 750.00000 750.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION STR. # 1| | | 0004 110-01001 LUMP| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION STR. # 2| | | 0005 725-06868 80.000 LFT | 67.63000 5410.40| 150.00000 12000.00| PIPE LINER, THERMOPLASTIC, 21 IN. | | | 0006 725-06872 84.000 LFT | 120.03000 10082.52| 261.90000 21999.60| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0007 801-06640 12.000 EACH| 85.00000 1020.00| 97.75000 1173.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 900.00000 900.00| 1000.00000 1000.00| MAINTAINING TRAFFIC STR. # 1 | | | 0009 801-06775 LUMP| 900.00000 900.00| 1000.00000 1000.00| MAINTAINING TRAFFIC STR. # 2 | | | SECTION TOTALS | $ 21,712.92| $ 39,172.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,712.92| $ 39,172.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 742 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,130.00 ROUTE : VARIOUS CALL ORDER : 742 CONTRACT ID : M -26757-A COUNTIES : VARIOUS LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 37,500.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 66,500.00 177.3333% 3 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 96,898.00 258.3946% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1817574 |(3) 35-2032723 |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 1650.00000 1650.00| 3000.00000 3000.00| 13002.00000 13002.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 12808.00000 12808.00 DEBRIS, REMOVE STR. NO. 1 | | | 0003 201-90788 LUMP| 19800.00000 19800.00| 28000.00000 28000.00| 25366.00000 25366.00 DEBRIS, REMOVE STR. NO. 2 | | | 0004 201-90788 LUMP| 10000.00000 10000.00| 24000.00000 24000.00| 39359.00000 39359.00 DEBRIS, REMOVE STR. NO. 3 | | | 0005 801-06775 LUMP| 50.00000 50.00| 3500.00000 3500.00| 6363.00000 6363.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 37,500.00| $ 66,500.00| $ 96,898.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 37,500.00| $ 66,500.00| $ 96,898.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 744 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,929.18 ROUTE : 52 CALL ORDER : 744 CONTRACT ID : M -26758-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 192,206.33 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 226,862.78 118.0308% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 4970.00000 4970.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2300.00000 6900.00| 2755.28000 8265.84| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9600.00000 9600.00| 14395.87000 14395.87| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 244.000 LFT | 6.50000 1586.00| 9.78000 2386.32| PAVED SIDE DITCH, REMOVE | | | 0005 202-60820 10127.000 SYS | 1.20000 12152.40| 1.42000 14380.34| SURFACE MILLING, ASPHALT | | | 0006 203-02376 LUMP| 10000.00000 10000.00| 1927.91000 1927.91| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0007 203-90014 8.830 STA | 600.00000 5298.00| 540.69000 4774.29| LINEAR GRADING | | | 0008 205-06933 2.000 EACH| 90.00000 180.00| 130.00000 260.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 303-52308 155.000 TON | 18.00000 2790.00| 27.76000 4302.80| COMPACTED AGGREGATE, O, 53 | | | 0010 402-07433 597.000 TON | 46.50000 27760.50| 62.69000 37425.93| HMA SURFACE, TYPE B | | | 0011 402-07433 71.000 TON | 60.00000 4260.00| 91.82000 6519.22| HMA SURFACE, TYPE B For Median Drain | | | 0012 402-07451 756.000 TON | 38.50000 29106.00| 54.02000 40839.12| HMA, TYPE B, WEDGE AND LEVEL | | | 0013 405-05518 646.000 SYS | 1.00000 646.00| 0.79000 510.34| ASPHALT FOR PRIME COAT | | | 0014 406-05520 5.070 TON | 400.00000 2028.00| 210.80000 1068.76| ASPHALT FOR TACK COAT | | | 0015 610-07487 600.000 TON | 42.50000 25500.00| 71.06000 42636.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 744 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,929.18 ROUTE : 52 CALL ORDER : 744 CONTRACT ID : M -26758-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-01004 1.000 EACH| 210.00000 210.00| 255.00000 255.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 393.000 SYS | 1.50000 589.50| 1.70000 668.10| MULCHED SEEDING, R | | | 0018 621-06574 164.000 SYS | 9.00000 1476.00| 8.42000 1380.88| SODDING | | | 0019 801-06203 65.000 LFT | 6.95000 451.75| 0.81000 52.65| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 296.000 LFT | 2.25000 666.00| 1.44000 426.24| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 18.000 EACH| 85.00000 1530.00| 55.00000 990.00| CONSTRUCTION SIGN, A | | | 0022 801-06710 60.000 DAY | 12.50000 750.00| 14.00000 840.00| FLASHING ARROW SIGN | | | 0023 801-06775 LUMP| 23000.00000 23000.00| 11997.73000 11997.73| MAINTAINING TRAFFIC | | | 0024 805-02328 2490.000 LFT | 0.19000 473.10| 0.80000 1992.00| SIGNAL CABLE, 1C 14GA. | | | 0025 805-78785 2.000 EACH| 450.00000 900.00| 781.13000 1562.26| SIGNAL DETECTOR HOUSING | | | 0026 805-78795 870.000 LFT | 8.30000 7221.00| 11.26000 9796.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 805-92951 6.000 EACH| 235.00000 1410.00| 218.05000 1308.30| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0028 808-06701 700.000 LFT | 0.38000 266.00| 0.24000 168.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 5842.000 LFT | 0.36000 2103.12| 0.24000 1402.08| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-75245 3331.000 LFT | 0.36000 1199.16| 0.24000 799.44| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0031 808-75297 208.000 LFT | 4.40000 915.20| 3.25000 676.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 9.000 EACH| 51.00000 459.00| 49.00000 441.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 6.000 EACH| 63.00000 378.00| 66.00000 396.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 744 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,929.18 ROUTE : 52 CALL ORDER : 744 CONTRACT ID : M -26758-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75994 62.000 EACH| 4.00000 248.00| 1.50000 93.00| PRISMATIC REFLECTOR | | | 0035 808-75996 62.000 EACH| 15.80000 979.60| 17.18000 1065.16| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 62.000 EACH| 27.00000 1674.00| 95.00000 5890.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 192,206.33| $ 226,862.78| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 192,206.33| $ 226,862.78| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 750 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,974.44 ROUTE : PURDUE CALL ORDER : 750 CONTRACT ID : M -26770-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 10000AH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 178,729.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 197,104.90 110.2810% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |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| 8935.00000 8935.00| 12251.87000 12251.87| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 8100.000 SYS | 2.25000 18225.00| 3.89000 31509.00| SURFACE MILLING, ASPHALT | | | 0003 202-90277 1.000 EACH| 200.00000 200.00| 200.00000 200.00| DETECTOR HOUSING, REMOVE SEE AREA 2 PLAN| | | 0004 301-07448 300.000 TON | 25.00000 7500.00| 18.75000 5625.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-04075 250.000 TON | 40.00000 10000.00| 31.13000 7782.50| COMPACTED AGGREGATE, O, 73 FOR SHOULDER | | | 0006 304-07490 265.000 TON | 75.00000 19875.00| 85.68000 22705.20| HMA PATCHING, TYPE B | | | 0007 402-07433 2100.000 TON | 42.00000 88200.00| 47.81000 100401.00| HMA SURFACE, TYPE B | | | 0008 402-07451 100.000 TON | 52.00000 5200.00| 43.97000 4397.00| HMA, TYPE B, WEDGE AND LEVEL AREA 5 | | | 0009 406-05520 6.000 TON | 180.00000 1080.00| 208.29000 1249.74| ASPHALT FOR TACK COAT | | | 0010 801-06207 450.000 LFT | 1.00000 450.00| 1.39000 625.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 34.000 EACH| 50.00000 1700.00| 49.00000 1666.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 14550.00000 14550.00| 5913.49000 5913.49| MAINTAINING TRAFFIC | | | 0013 808-06713 20.000 LFT | 0.13000 2.60| 0.13000 2.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 8900.000 LFT | 0.13000 1157.00| 0.13000 1157.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 750 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,974.44 ROUTE : PURDUE CALL ORDER : 750 CONTRACT ID : M -26770-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 180.000 LFT | 3.35000 603.00| 3.30000 594.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75300 500.000 LFT | 0.90000 450.00| 0.85000 425.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0017 808-75320 2.000 EACH| 51.00000 102.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75340 2.000 EACH| 250.00000 500.00| 250.00000 500.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 178,729.60| $ 197,104.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,729.60| $ 197,104.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 754 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 654,755.16 ROUTE : 227 CALL ORDER : 754 CONTRACT ID : M -26775-B COUNTIES : WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 660,125.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |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 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2200.00000 8800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33000.00000 33000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1946.000 SYS | 2.75000 5351.50| | SURFACE MILLING, ASPHALT | | | 0005 303-01180 637.000 TON | 28.00000 17836.00| | COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 2410.000 TON | 81.00000 195210.00| | HMA PATCHING, TYPE B | | | 0007 401-07321 7635.000 TON | 42.00000 320670.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 19.200 TON | 212.00000 4070.40| | ASPHALT FOR TACK COAT | | | 0009 610-07487 142.000 TON | 87.00000 12354.00| | HMA FOR APPROACHES, TYPE B | | | 0010 801-06203 3475.000 LFT | 1.05000 3648.75| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 22.000 EACH| 79.00000 1738.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 43183.74000 43183.74| | MAINTAINING TRAFFIC | | | 0013 808-06712 2762.000 LFT | 0.08000 220.96| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 69040.000 LFT | 0.09000 6213.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0015 808-06714 53645.000 LFT | 0.09000 4828.05| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 754 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 654,755.16 ROUTE : 227 CALL ORDER : 754 CONTRACT ID : M -26775-B COUNTIES : WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 660,125.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 660,125.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 760 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 760 CONTRACT ID : M -26778-A COUNTIES : DELAWARE MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 598,930.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 744,344.00 124.2789% 3 31-4351261 SHELLY & SANDS, INC. $ 787,192.22 131.4330% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 770 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,825.00 ROUTE : SR 19 CALL ORDER : 770 CONTRACT ID : M -26781-A COUNTIES : HAMILTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 362,103.12 100.0000% 2 35-1139301 E & B PAVING, INC. $ 563,000.00 155.4805% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 604,913.71 167.0556% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 611,287.00 168.8157% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 772 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,627.75 ROUTE : 44 CALL ORDER : 772 CONTRACT ID : M -26782-B COUNTIES : UNION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 643,783.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |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 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1900.00000 7600.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32000.00000 32000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 3821.000 SYS | 2.75000 10507.75| | SURFACE MILLING, ASPHALT | | | 0005 303-01180 573.000 TON | 28.00000 16044.00| | COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 1727.000 TON | 94.00000 162338.00| | HMA PATCHING, TYPE B | | | 0007 401-07321 7410.000 TON | 45.50000 337155.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 19.000 TON | 210.00000 3990.00| | ASPHALT FOR TACK COAT | | | 0009 610-07487 186.000 TON | 84.00000 15624.00| | HMA FOR APPROACHES, TYPE B | | | 0010 720-44000 2.000 EACH| 325.00000 650.00| | CASTING, ADJUST TO GRADE | | | 0011 801-06203 3126.000 LFT | 1.10000 3438.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06640 35.000 EACH| 80.00000 2800.00| | CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 37775.74000 37775.74| | MAINTAINING TRAFFIC | | | 0014 808-06712 4311.000 LFT | 0.08000 344.88| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 62516.000 LFT | 0.09000 5626.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 772 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,627.75 ROUTE : 44 CALL ORDER : 772 CONTRACT ID : M -26782-B COUNTIES : UNION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 39587.000 LFT | 0.09000 3562.83| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-06723 4.000 EACH| 53.00000 212.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0018 808-06724 2.000 EACH| 57.00000 114.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0019 808-06726 36.000 LFT | 3.15000 113.40| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0020 808-75060 688.500 LFT | 0.46000 316.71| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0021 808-75100 165.200 LFT | 0.24000 39.65| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0022 808-75140 2.000 EACH| 265.00000 530.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | SECTION TOTALS | $ 643,783.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 643,783.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 780 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,155.07 ROUTE : 6 AND 427 CALL ORDER : 780 CONTRACT ID : M -26837-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/18/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 200000Z SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 430,243.67 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 459,442.39 106.7865% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 570,789.47 132.6665% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 1500.00000 6000.00| 1747.00000 6988.00| 1800.00000 7200.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 21000.00000 21000.00| 22900.00000 22900.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 3681.000 LFT | 3.00000 11043.00| 1.00000 3681.00| 6.00000 22086.00 CURB, CONCRETE, REMOVE | | | 0004 202-60820 79890.000 SYS | 0.30000 23967.00| 0.01000 798.90| 0.13000 10385.70 SURFACE MILLING, ASPHALT | | | 0005 202-93741 4.000 EACH| 125.00000 500.00| 177.60000 710.40| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-01180 165.000 TON | 8.50000 1402.50| 5.00000 825.00| 10.00000 1650.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 303-52308 874.000 TON | 12.00000 10488.00| 10.00000 8740.00| 13.50000 11799.00 COMPACTED AGGREGATE, O, 53 | | | 0008 304-07490 495.000 TON | 55.75000 27596.25| 67.12000 33224.40| 68.00000 33660.00 HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 1340.00000 1340.00| 1200.00000 1200.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0010 401-07321 1171.000 TON | 39.00000 45669.00| 50.00000 58550.00| 34.00000 39814.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | Shoulder | | | 0011 401-07328 4587.000 TON | 30.00000 137610.00| 30.00000 137610.00| 38.75000 177746.25 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 401-07372 324.000 TON | 29.00000 9396.00| 35.00000 11340.00| 34.00000 11016.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0013 406-05520 161.650 TON | 0.01000 1.62| 1.00000 161.65| 5.00000 808.25 ASPHALT FOR TACK COAT | | | 0014 601-06038 1.000 EACH| 2275.00000 2275.00| 2275.00000 2275.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 780 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,155.07 ROUTE : 6 AND 427 CALL ORDER : 780 CONTRACT ID : M -26837-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 5.000 EACH| 2981.98000 14909.90| 2075.00000 10375.00| 2100.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0017 601-99105 375.000 LFT | 10.00000 3750.00| 10.00000 3750.00| 12.00000 4500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 604-06069 42.000 SYS | 35.16000 1476.72| 52.00000 2184.00| 52.00000 2184.00 CURB RAMP, CONCRETE | | | 0019 605-06140 3131.000 LFT | 9.20000 28805.20| 9.76000 30558.56| 9.95000 31153.45 CURB AND GUTTER, CONCRETE | | | 0020 610-07487 523.000 TON | 52.82000 27624.86| 53.31000 27881.13| 52.00000 27196.00 HMA FOR APPROACHES, TYPE B | | | 0021 615-06520 2.000 EACH| 250.00000 500.00| 292.38000 584.76| 400.00000 800.00 MONUMENT, RE-ESTABLISH | | | 0022 720-44000 5.000 EACH| 300.00000 1500.00| 405.85000 2029.25| 250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0023 801-06203 1456.000 LFT | 0.21000 305.76| 0.11000 160.16| 0.21000 305.76 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 1456.000 LFT | 0.75000 1092.00| 0.72000 1048.32| 0.90000 1310.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 43.000 EACH| 105.00000 4515.00| 95.00000 4085.00| 100.00000 4300.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 26700.00000 26700.00| 71783.90000 71783.90| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0027 805-01843 2.000 EACH| 320.00000 640.00| 450.00000 900.00| 250.00000 500.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0028 805-78470 656.000 LFT | 0.60000 393.60| 0.10000 65.60| 0.20000 131.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0029 805-78795 191.000 LFT | 7.80000 1489.80| 5.50000 1050.50| 6.00000 1146.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 808-03439 69.000 LFT | 10.00000 690.00| 3.00000 207.00| 3.00000 207.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0031 808-06713 28735.000 LFT | 0.10000 2873.50| 0.10000 2873.50| 0.10000 2873.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-75240 2620.000 LFT | 0.24000 628.80| 0.24000 628.80| 0.24000 628.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0033 808-75245 19334.000 LFT | 0.24000 4640.16| 0.24000 4640.16| 0.24000 4640.16 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 780 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,155.07 ROUTE : 6 AND 427 CALL ORDER : 780 CONTRACT ID : M -26837-A COUNTIES : DEKALB LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75297 30.000 LFT | 10.00000 300.00| 3.00000 90.00| 3.00000 90.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75996 208.000 EACH| 10.00000 2080.00| 2.80000 582.40| 6.00000 1248.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 208.000 EACH| 30.00000 6240.00| 20.00000 4160.00| 20.00000 4160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 430,243.67| $ 459,442.39| $ 570,789.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,243.67| $ 459,442.39| $ 570,789.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 790 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,426.01 ROUTE : 61 AND 62 CALL ORDER : 790 CONTRACT ID : M -26844-A COUNTIES : WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 286,872.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 308,000.00 107.3649% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | 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| 14300.00000 14300.00| 15400.00000 15400.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 30500.000 SYS | 0.80000 24400.00| 1.05000 32025.00| SURFACE MILLING, ASPHALT | | | 0003 202-90277 2.000 EACH| 177.50000 355.00| 160.00000 320.00| DETECTOR HOUSING, REMOVE | | | 0004 303-07449 90.000 TON | 20.00000 1800.00| 45.00000 4050.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 50.000 TON | 175.00000 8750.00| 160.00000 8000.00| HMA PATCHING, TYPE B | | | 0006 401-07334 2370.000 TON | 49.00000 116130.00| 50.00000 118500.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0007 402-07451 50.000 TON | 95.00000 4750.00| 66.00000 3300.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0008 405-05517 4.000 TON | 400.00000 1600.00| 433.00000 1732.00| ASPHALT FOR PRIME COAT | | | 0009 406-05520 9.000 TON | 184.00000 1656.00| 234.00000 2106.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 100.000 TON | 110.00000 11000.00| 110.00000 11000.00| HMA FOR APPROACHES | | | 0011 720-44000 6.000 EACH| 560.00000 3360.00| 850.00000 5100.00| CASTING, ADJUST TO GRADE | | | 0012 801-06203 1180.000 LFT | 1.10000 1298.00| 1.30000 1534.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 790.000 LFT | 2.80000 2212.00| 2.25000 1777.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 41.000 EACH| 52.00000 2132.00| 50.00000 2050.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 790 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,426.01 ROUTE : 61 AND 62 CALL ORDER : 790 CONTRACT ID : M -26844-A COUNTIES : WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 15000.00000 15000.00| 14986.30000 14986.30| MAINTAINING TRAFFIC | | | 0016 805-78470 500.000 LFT | 0.40000 200.00| 0.30000 150.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78785 2.000 EACH| 465.00000 930.00| 450.00000 900.00| SIGNAL DETECTOR HOUSING | | | 0018 805-78795 96.000 LFT | 8.25000 792.00| 8.00000 768.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0019 808-06713 4720.000 LFT | 0.20000 944.00| 0.16000 755.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-75240 900.000 LFT | 0.63000 567.00| 0.60000 540.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0021 808-75245 2200.000 LFT | 0.63000 1386.00| 0.60000 1320.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0022 808-75256 60.000 LFT | 1.20000 72.00| 1.10000 66.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0023 808-75297 72.000 LFT | 3.50000 252.00| 3.25000 234.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75300 120.000 LFT | 1.00000 120.00| 0.85000 102.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0025 808-75320 3.000 EACH| 52.00000 156.00| 49.00000 147.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 3.000 EACH| 70.00000 210.00| 67.00000 201.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75340 2.000 EACH| 260.00000 520.00| 248.00000 496.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0028 808-75996 100.000 EACH| 8.00000 800.00| 13.00000 1300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 100.000 EACH| 26.00000 2600.00| 24.75000 2475.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 808-96016 100.000 LFT | 1.80000 180.00| 1.65000 165.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 790 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,426.01 ROUTE : 61 AND 62 CALL ORDER : 790 CONTRACT ID : M -26844-A COUNTIES : WARRICK LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 401-07385 1800.000 TON | 38.00000 68400.00| 42.50000 76500.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | SECTION TOTALS | $ 286,872.00| $ 308,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,872.00| $ 308,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 800 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,999.99 ROUTE : INSTITUTION ROADS CALL ORDER : 800 CONTRACT ID : M -26849-A COUNTIES : DELAWARE MADISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 30000AF SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 122,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 144,485.00 118.4303% ==================================================================================================================================== |(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| 6100.00000 6100.00| 12900.50000 12900.50| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 165.000 TON | 75.00000 12375.00| 74.00000 12210.00| COMPACTED AGGREGATE, O, 53 | | | 0003 402-07432 1421.000 TON | 55.00000 78155.00| 59.50000 84549.50| HMA SURFACE, TYPE A | | | 0004 402-07435 402.000 TON | 55.00000 22110.00| 72.50000 29145.00| HMA INTERMEDIATE, TYPE A | | | 0005 406-05520 3.400 TON | 225.00000 765.00| 200.00000 680.00| ASPHALT FOR TACK COAT | | | 0006 720-44000 1.000 EACH| 450.00000 450.00| 1000.00000 1000.00| CASTING, ADJUST TO GRADE | | | 0007 801-06775 LUMP| 2045.00000 2045.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 122,000.00| $ 144,485.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,000.00| $ 144,485.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 802 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : INST CALL ORDER : 802 CONTRACT ID : M -26850-A COUNTIES : HENRY WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999OAA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 78,427.50 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 79,922.50 101.9062% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 812 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 812 CONTRACT ID : M -26860-A COUNTIES : HENRY WAYNE LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 286,527.28 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 324,510.10 113.2562% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 818 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 441 CALL ORDER : 818 CONTRACT ID : M -26864-A COUNTIES : KNOX LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 667,653.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 822 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 57 CALL ORDER : 822 CONTRACT ID : M -26866-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 349,352.30 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 355,396.45 101.7301% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 830 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 5 CALL ORDER : 830 CONTRACT ID : M -26874-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 179,952.40 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 250,869.79 ROUTE : 218 CALL ORDER : 840 CONTRACT ID : M -26879-A COUNTIES : CARROLL CASS LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4000OOV SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 249,935.30 100.0000% ==================================================================================================================================== |(1) 35-1621699 | | |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 110-01001 LUMP| 12400.00000 12400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 2420.000 SYS | 5.00000 12100.00| | SURFACE MILLING, ASPHALT | | | 0003 303-04075 900.000 TON | 20.00000 18000.00| | COMPACTED AGGREGATE, O, 73 | | | 0004 402-07451 4200.000 TON | 44.00000 184800.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0005 406-05520 14.000 TON | 170.00000 2380.00| | ASPHALT FOR TACK COAT | | | 0006 610-07487 80.000 TON | 65.00000 5200.00| | HMA FOR APPROACHES, TYPE B | | | 0007 801-06207 1941.000 LFT | 1.10000 2135.10| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 15.000 EACH| 80.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 7200.00000 7200.00| | MAINTAINING TRAFFIC | | | 0010 808-06712 4798.000 LFT | 0.10000 479.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 38814.000 LFT | 0.10000 3881.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 1590.000 LFT | 0.10000 159.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 249,935.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,935.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 850 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,000.00 ROUTE : SR 10 CALL ORDER : 850 CONTRACT ID : M -26885-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE 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. $ 159,919.76 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 163,618.40 102.3128% 3 35-1065659 BROOKS CONSTRUCTION $ 167,535.44 104.7621% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 223,580.20 139.8077% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 1000.00000 3000.00| 100.00000 300.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 8400.00000 8400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2940.000 SYS | 3.26000 9584.40| 4.00000 11760.00| 3.20000 9408.00 SURFACE MILLING, ASPHALT | | | 0004 303-04075 700.000 TON | 20.00000 14000.00| 17.50000 12250.00| 16.85000 11795.00 COMPACTED AGGREGATE, O, 73 | | | 0005 402-07451 3500.000 TON | 31.00000 108500.00| 35.00000 122500.00| 30.50000 106750.00 HMA, TYPE B, WEDGE AND LEVEL , 9.5 mm | | | 0006 406-05520 11.000 TON | 148.00000 1628.00| 150.00000 1650.00| 1.00000 11.00 ASPHALT FOR TACK COAT | | | 0007 801-06207 1632.000 LFT | 1.03000 1680.96| 1.00000 1632.00| 0.72000 1175.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 30.000 EACH| 50.00000 1500.00| 50.00000 1500.00| 50.00000 1500.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 7700.00000 7700.00| 1000.00000 1000.00| 24870.00000 24870.00 MAINTAINING TRAFFIC | | | 0010 808-06712 3720.000 LFT | 0.08000 297.60| 0.08000 297.60| 0.08000 297.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 32640.000 LFT | 0.08000 2611.20| 0.08000 2611.20| 0.08000 2611.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 5220.000 LFT | 0.08000 417.60| 0.08000 417.60| 0.08000 417.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 159,919.76| $ 163,618.40| $ 167,535.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,919.76| $ 163,618.40| $ 167,535.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 850 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,000.00 ROUTE : SR 10 CALL ORDER : 850 CONTRACT ID : M -26885-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 1800.00000 5400.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2940.000 SYS | 3.00000 8820.00| | SURFACE MILLING, ASPHALT | | | 0004 303-04075 700.000 TON | 20.00000 14000.00| | COMPACTED AGGREGATE, O, 73 | | | 0005 402-07451 3500.000 TON | 46.00000 161000.00| | HMA, TYPE B, WEDGE AND LEVEL , 9.5 mm | | | 0006 406-05520 11.000 TON | 500.00000 5500.00| | ASPHALT FOR TACK COAT | | | 0007 801-06207 1632.000 LFT | 0.90000 1468.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 30.000 EACH| 66.20000 1986.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0010 808-06712 3720.000 LFT | 0.13000 483.60| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 32640.000 LFT | 0.13000 4243.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 5220.000 LFT | 0.13000 678.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 223,580.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,580.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 852 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,340.00 ROUTE : SR 55 CALL ORDER : 852 CONTRACT ID : M -26886-A COUNTIES : NEWTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 213,811.80 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 227,155.12 106.2406% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 10690.00000 10690.00| 10970.13000 10970.13| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1800.000 SYS | 5.00000 9000.00| 4.22000 7596.00| SURFACE MILLING, ASPHALT | | | 0003 303-04075 780.000 TON | 16.00000 12480.00| 21.49000 16762.20| COMPACTED AGGREGATE, O, 73 | | | 0004 402-07450 4200.000 TON | 37.00000 155400.00| 38.98000 163716.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0005 406-05520 13.000 TON | 165.00000 2145.00| 196.23000 2550.99| ASPHALT FOR TACK COAT | | | 0006 610-07486 60.000 TON | 140.00000 8400.00| 157.17000 9430.20| HMA FOR APPROACHES, TYPE A | | | 0007 801-06207 2130.000 LFT | 1.15000 2449.50| 1.00000 2130.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 21.000 EACH| 54.00000 1134.00| 54.00000 1134.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 5600.00000 5600.00| 7076.00000 7076.00| MAINTAINING TRAFFIC | | | 0010 808-06712 370.000 LFT | 0.09000 33.30| 0.08000 29.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06714 27500.000 LFT | 0.09000 2475.00| 0.08000 2200.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0012 808-06713 44500.000 LFT | 0.09000 4005.00| 0.08000 3560.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 213,811.80| $ 227,155.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,811.80| $ 227,155.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 854 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 107,511.97 ROUTE : 458 CALL ORDER : 854 CONTRACT ID : M -26887-A COUNTIES : LAWRENCE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 91,458.00 100.0000% 2 35-1056038 CALCAR QUARRIES, INC. $ 103,321.80 112.9718% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 104,491.40 114.2506% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1056038 |(3) 35-1357381 |ROGERS GROUP, INC. |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 2.000 MOS | 1365.00000 2730.00| 1800.00000 3600.00| 800.00000 1600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 6450.00000 6450.00| 6200.00000 6200.00| 4900.00000 4900.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 360.000 SYS | 7.00000 2520.00| 10.00000 3600.00| 7.50000 2700.00 SURFACE MILLING, ASPHALT | | | 0004 303-07449 221.000 TON | 19.75000 4364.75| 20.00000 4420.00| 23.00000 5083.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 25.000 TON | 109.95000 2748.75| 125.00000 3125.00| 135.00000 3375.00 HMA PATCHING, TYPE B | | | 0006 401-07321 1000.000 TON | 36.80000 36800.00| 43.00000 43000.00| 41.50000 41500.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0007 402-07451 210.000 TON | 33.45000 7024.50| 50.00000 10500.00| 60.00000 12600.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0008 405-05517 9.000 TON | 409.75000 3687.75| 350.00000 3150.00| 200.00000 1800.00 ASPHALT FOR PRIME COAT | | | 0009 406-05520 3.500 TON | 204.60000 716.10| 300.00000 1050.00| 100.00000 350.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 155.000 TON | 63.60000 9858.00| 50.00000 7750.00| 85.00000 13175.00 HMA FOR APPROACHES | | | 0011 801-06207 602.000 LFT | 1.10000 662.20| 1.40000 842.80| 2.00000 1204.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 14.000 EACH| 68.70000 961.80| 90.00000 1260.00| 85.00000 1190.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 4633.35000 4633.35| 6500.00000 6500.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0014 808-06713 12040.000 LFT | 0.12000 1444.80| 0.15000 1806.00| 0.13000 1565.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 854 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 107,511.97 ROUTE : 458 CALL ORDER : 854 CONTRACT ID : M -26887-A COUNTIES : LAWRENCE LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1056038 |(3) 35-1357381 |ROGERS GROUP, INC. |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 12040.000 LFT | 0.12000 1444.80| 0.15000 1806.00| 0.13000 1565.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75996 152.000 EACH| 9.55000 1451.60| 6.00000 912.00| 6.00000 912.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0017 808-75998 152.000 EACH| 26.05000 3959.60| 25.00000 3800.00| 36.00000 5472.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 91,458.00| $ 103,321.80| $ 104,491.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,458.00| $ 103,321.80| $ 104,491.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 856 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 106,866.64 ROUTE : 558 CALL ORDER : 856 CONTRACT ID : M -26888-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 101,558.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 102,922.33 101.3433% 3 35-0626844 RUDOLPH, J.H. & CO $ 115,743.21 113.9675% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 |(3) 35-0626844 |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 2.000 MOS | 1395.00000 2790.00| 800.00000 1600.00| 1800.00000 3600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1350.000 SYS | 3.70000 4995.00| 4.00000 5400.00| 3.50000 4725.00 SURFACE MILLING, ASPHALT | | | 0004 303-07449 215.000 TON | 22.80000 4902.00| 23.00000 4945.00| 28.00000 6020.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 401-07321 1362.000 TON | 39.95000 54411.90| 39.50000 53799.00| 46.10000 62788.20 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0006 402-07451 50.000 TON | 44.35000 2217.50| 100.00000 5000.00| 96.70000 4835.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0007 405-05517 9.000 TON | 420.00000 3780.00| 200.00000 1800.00| 380.00000 3420.00 ASPHALT FOR PRIME COAT | | | 0008 406-05520 4.500 TON | 209.00000 940.50| 125.00000 562.50| 180.00000 810.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 73.000 TON | 77.10000 5628.30| 105.00000 7665.00| 100.00000 7300.00 HMA FOR APPROACHES | | | 0010 801-06207 587.000 LFT | 1.12000 657.44| 2.00000 1174.00| 2.00000 1174.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 15.000 EACH| 78.40000 1176.00| 100.00000 1500.00| 75.00000 1125.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 4530.79000 4530.79| 5000.00000 5000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0013 808-06712 516.000 LFT | 0.12000 61.92| 0.13000 67.08| 0.11000 56.76 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 11722.000 LFT | 0.12000 1406.64| 0.13000 1523.86| 0.11000 1289.42 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 856 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 106,866.64 ROUTE : 558 CALL ORDER : 856 CONTRACT ID : M -26888-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 |(3) 35-0626844 |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 9453.000 LFT | 0.12000 1134.36| 0.13000 1228.89| 0.11000 1039.83 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 12.000 LFT | 14.20000 170.40| 3.50000 42.00| 12.50000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75996 147.000 EACH| 10.20000 1499.40| 6.00000 882.00| 5.00000 735.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 147.000 EACH| 25.55000 3755.85| 39.00000 5733.00| 25.00000 3675.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 101,558.00| $ 102,922.33| $ 115,743.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 101,558.00| $ 102,922.33| $ 115,743.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 858 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,220.38 ROUTE : 645 CALL ORDER : 858 CONTRACT ID : M -26889-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 147,731.40 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 152,645.00 103.3260% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 2.000 MOS | 800.00000 1600.00| 1400.00000 2800.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 8790.00000 8790.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 900.000 SYS | 4.00000 3600.00| 5.05000 4545.00| SURFACE MILLING, ASPHALT | | | 0004 303-07449 374.000 TON | 22.00000 8228.00| 23.05000 8620.70| COMPACTED AGGREGATE, NO. 73 | | | 0005 401-07321 2243.000 TON | 38.50000 86355.50| 40.55000 90953.65| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0006 405-05517 7.000 TON | 280.00000 1960.00| 456.00000 3192.00| ASPHALT FOR PRIME COAT | | | 0007 406-05520 7.000 TON | 100.00000 700.00| 210.00000 1470.00| ASPHALT FOR TACK COAT | | | 0008 610-05527 178.000 TON | 95.00000 16910.00| 69.50000 12371.00| HMA FOR APPROACHES | | | 0009 801-06207 1020.000 LFT | 2.00000 2040.00| 1.12000 1142.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 20.000 EACH| 90.00000 1800.00| 70.00000 1400.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 5000.00000 5000.00| 5965.86000 5965.86| MAINTAINING TRAFFIC | | | 0012 808-06712 1072.000 LFT | 0.10000 107.20| 0.11000 117.92| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06713 20382.000 LFT | 0.10000 2038.20| 0.11000 2242.02| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 14945.000 LFT | 0.10000 1494.50| 0.11000 1643.95| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 858 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,220.38 ROUTE : 645 CALL ORDER : 858 CONTRACT ID : M -26889-A COUNTIES : DAVIESS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1418333 | |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 15.000 LFT | 10.00000 150.00| 0.22000 3.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75996 243.000 EACH| 6.00000 1458.00| 9.40000 2284.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0017 808-75998 243.000 EACH| 30.00000 7290.00| 21.00000 5103.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 147,731.40| $ 152,645.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 147,731.40| $ 152,645.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 862 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 229,813.50 ROUTE : 231, 162 CALL ORDER : 862 CONTRACT ID : M -26891-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 184,922.90 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 230,000.00 124.3761% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |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 105-07038 3.000 MOS | 1700.00000 5100.00| 1350.00000 4050.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 8500.00000 8500.00| 11500.00000 11500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 24000.000 SYS | 0.52000 12480.00| 0.50000 12000.00| SURFACE MILLING, ASPHALT | | | 0005 304-07490 100.000 TON | 210.00000 21000.00| 120.00000 12000.00| HMA PATCHING, TYPE B | | | 0006 305-98794 100.000 TON | 22.00000 2200.00| 33.50000 3350.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-07337 2000.000 TON | 41.60000 83200.00| 66.00000 132000.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0008 402-07438 25.000 TON | 65.00000 1625.00| 132.00000 3300.00| HMA INTERMEDIATE, TYPE B | | | 0009 402-07441 70.000 TON | 75.00000 5250.00| 82.00000 5740.00| HMA BASE, TYPE B | | | 0010 402-07451 150.000 TON | 60.00000 9000.00| 57.00000 8550.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 6.000 TON | 168.00000 1008.00| 172.00000 1032.00| ASPHALT FOR TACK COAT | | | 0012 801-06640 60.000 EACH| 70.00000 4200.00| 56.00000 3360.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 16000.00000 16000.00| 10126.10000 10126.10| MAINTAINING TRAFFIC | | | 0014 808-04298 2.000 EACH| 255.00000 510.00| 255.00000 510.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0015 808-06703 420.000 LFT | 0.27000 113.40| 0.27000 113.40| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 862 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 229,813.50 ROUTE : 231, 162 CALL ORDER : 862 CONTRACT ID : M -26891-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06713 900.000 LFT | 0.27000 243.00| 0.27000 243.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 550.000 LFT | 0.27000 148.50| 0.27000 148.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75240 2400.000 LFT | 0.27000 648.00| 0.27000 648.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0019 808-75245 11300.000 LFT | 0.27000 3051.00| 0.27000 3051.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0020 808-75260 55.000 LFT | 1.70000 93.50| 1.70000 93.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0021 808-75290 20.000 LFT | 3.35000 67.00| 3.35000 67.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0022 808-75297 120.000 LFT | 3.35000 402.00| 3.35000 402.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75300 770.000 LFT | 0.85000 654.50| 0.85000 654.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75320 16.000 EACH| 50.00000 800.00| 50.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 15.000 EACH| 68.00000 1020.00| 68.00000 1020.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 100.000 EACH| 4.12000 412.00| 4.00000 400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 19.000 EACH| 59.00000 1121.00| 59.00000 1121.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 202-02676 1960.000 TON | 3.10000 6076.00| 7.00000 13720.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | SECTION TOTALS | $ 184,922.90| $ 230,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,922.90| $ 230,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 502,940.08 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 532,915.14 105.9599% 3 35-1065659 BROOKS CONSTRUCTION $ 620,047.84 123.2846% 4 35-0997978 PHEND & BROWN, INC. $ 631,353.01 125.5324% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 5300.00000 5300.00| 2400.00000 2400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 900.00000 5400.00| 1600.00000 9600.00| 1656.70000 9940.20 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 26500.00000 26500.00| 30950.00000 30950.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 4102.000 LFT | 4.77000 19566.54| 1.00000 4102.00| 4.06000 16654.12 CURB, CONCRETE, REMOVE | | | 0005 202-60820 83441.000 SYS | 0.55000 45892.55| 0.25000 20860.25| 0.90000 75096.90 SURFACE MILLING, ASPHALT | | | 0006 202-74035 4.000 EACH| 1.00000 4.00| 125.00000 500.00| 30.00000 120.00 SIGN, REMOVE | | | 0007 202-90277 2.000 EACH| 280.00000 560.00| 200.00000 400.00| 280.00000 560.00 DETECTOR HOUSING, REMOVE | | | 0008 202-93741 5.000 EACH| 300.00000 1500.00| 130.00000 650.00| 177.60000 888.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 303-07449 218.000 TON | 17.84000 3889.12| 16.50000 3597.00| 13.00000 2834.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 275.000 TON | 56.13000 15435.75| 75.00000 20625.00| 56.25000 15468.75 HMA PATCHING, TYPE C | | | 0011 401-07335 6337.000 TON | 34.00000 215458.00| 36.00000 228132.00| 40.48000 256521.76 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0012 406-05520 20.500 TON | 134.45000 2756.23| 250.00000 5125.00| 212.47000 4355.64 ASPHALT FOR TACK COAT | | | 0013 601-01846 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-94689 4.000 EACH| 2468.40000 9873.60| 3450.00000 13800.00| 2175.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 36.000 LFT | 20.00000 720.00| 14.50000 522.00| 14.00000 504.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 604-06069 54.000 SYS | 46.95000 2535.30| 55.00000 2970.00| 73.00000 3942.00 CURB RAMP, CONCRETE | | | 0017 605-06120 4102.000 LFT | 9.08000 37246.16| 10.50000 43071.00| 8.18000 33554.36 CURB, CONCRETE | | | 0018 605-94811 1.000 EACH| 994.70000 994.70| 275.00000 275.00| 522.72000 522.72 CURB TURNOUT | | | 0019 610-07488 684.000 TON | 68.23000 46669.32| 53.00000 36252.00| 58.35000 39911.40 HMA FOR APPROACHES, TYPE C | | | 0020 615-06520 1.000 EACH| 150.00000 150.00| 300.00000 300.00| 291.90000 291.90 MONUMENT, RE-ESTABLISH | | | 0021 720-01894 7.000 EACH| 652.63000 4568.41| 550.00000 3850.00| 744.95000 5214.65 CASTING, FURNISH AND ADJUST TO GRADE | | | 0022 720-44000 25.000 EACH| 239.37000 5984.25| 265.00000 6625.00| 100.00000 2500.00 CASTING, ADJUST TO GRADE | | | 0023 720-45605 10.000 LFT | 50.00000 500.00| 175.00000 1750.00| 100.00000 1000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0024 720-45610 10.000 LFT | 50.00000 500.00| 175.00000 1750.00| 100.00000 1000.00 STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0025 720-45615 25.000 LFT | 50.00000 1250.00| 172.00000 4300.00| 100.00000 2500.00 STRUCTURE, INLET, RECONSTRUCT | | | 0026 720-99315 4.000 EACH| 217.62000 870.48| 1600.00000 6400.00| 208.73000 834.92 CLEAN EXISTING CATCH BASINS | | | 0027 801-06203 3408.000 LFT | 0.21000 715.68| 0.22000 749.76| 0.01000 34.08 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 3408.000 LFT | 0.53000 1806.24| 1.65000 5623.20| 0.01000 34.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 55.000 EACH| 95.00000 5225.00| 125.00000 6875.00| 95.00000 5225.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 2700.00000 2700.00| 20200.00000 20200.00| 57837.07000 57837.07 MAINTAINING TRAFFIC | | | 0031 805-78470 6310.000 LFT | 0.40000 2524.00| 0.21000 1325.10| 0.10000 631.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78795 2072.000 LFT | 7.20000 14918.40| 8.48000 17570.56| 5.00000 10360.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 805-92951 12.000 EACH| 300.00000 3600.00| 238.50000 2862.00| 450.00000 5400.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06701 1198.000 LFT | 0.23000 275.54| 0.53000 634.94| 0.23000 275.54 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0035 808-06703 13244.000 LFT | 0.05000 662.20| 0.32000 4238.08| 0.23000 3046.12 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75071 3.000 EACH| 150.00000 450.00| 212.00000 636.00| 150.00000 450.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0037 808-75240 1143.000 LFT | 0.23000 262.89| 1.00000 1143.00| 0.23000 262.89 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0038 808-75245 24442.000 LFT | 0.23000 5621.66| 0.35000 8554.70| 0.23000 5621.66 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75274 1990.000 LFT | 1.00000 1990.00| 0.35000 696.50| 1.00000 1990.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0040 808-75278 371.000 LFT | 3.00000 1113.00| 0.55000 204.05| 3.00000 1113.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0041 808-75297 802.000 LFT | 3.00000 2406.00| 1.00000 802.00| 3.00000 2406.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75300 1554.000 LFT | 0.90000 1398.60| 1.00000 1554.00| 0.90000 1398.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0043 808-75320 56.000 EACH| 45.00000 2520.00| 100.00000 5600.00| 45.00000 2520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 36.000 EACH| 65.00000 2340.00| 100.00000 3600.00| 65.00000 2340.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75340 2.000 EACH| 350.00000 700.00| 100.00000 200.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0046 808-75996 118.000 EACH| 4.97000 586.46| 5.00000 590.00| 2.86000 337.48 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 502,940.08| $ 532,915.14| $ 620,047.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,940.08| $ 532,915.14| $ 620,047.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1350.00000 8100.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 4102.000 LFT | 7.50000 30765.00| | CURB, CONCRETE, REMOVE | | | 0005 202-60820 83441.000 SYS | 0.80000 66752.80| | SURFACE MILLING, ASPHALT | | | 0006 202-74035 4.000 EACH| 30.00000 120.00| | SIGN, REMOVE | | | 0007 202-90277 2.000 EACH| 280.00000 560.00| | DETECTOR HOUSING, REMOVE | | | 0008 202-93741 5.000 EACH| 300.00000 1500.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 303-07449 218.000 TON | 22.50000 4905.00| | COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 275.000 TON | 85.00000 23375.00| | HMA PATCHING, TYPE C | | | 0011 401-07335 6337.000 TON | 40.00000 253480.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0012 406-05520 20.500 TON | 150.00000 3075.00| | ASPHALT FOR TACK COAT | | | 0013 601-01846 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0014 601-94689 4.000 EACH| 2660.00000 10640.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 36.000 LFT | 14.00000 504.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 604-06069 54.000 SYS | 45.00000 2430.00| | CURB RAMP, CONCRETE | | | 0017 605-06120 4102.000 LFT | 12.50000 51275.00| | CURB, CONCRETE | | | 0018 605-94811 1.000 EACH| 800.00000 800.00| | CURB TURNOUT | | | 0019 610-07488 684.000 TON | 70.00000 47880.00| | HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 615-06520 1.000 EACH| 350.00000 350.00| | MONUMENT, RE-ESTABLISH | | | 0021 720-01894 7.000 EACH| 750.00000 5250.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0022 720-44000 25.000 EACH| 315.00000 7875.00| | CASTING, ADJUST TO GRADE | | | 0023 720-45605 10.000 LFT | 315.00000 3150.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0024 720-45610 10.000 LFT | 315.00000 3150.00| | STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0025 720-45615 25.000 LFT | 315.00000 7875.00| | STRUCTURE, INLET, RECONSTRUCT | | | 0026 720-99315 4.000 EACH| 250.00000 1000.00| | CLEAN EXISTING CATCH BASINS | | | 0027 801-06203 3408.000 LFT | 0.50000 1704.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 3408.000 LFT | 1.00000 3408.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 55.000 EACH| 110.00000 6050.00| | CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0031 805-78470 6310.000 LFT | 0.40000 2524.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78795 2072.000 LFT | 7.20000 14918.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 805-92951 12.000 EACH| 300.00000 3600.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0034 808-06701 1198.000 LFT | 0.23000 275.54| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0035 808-06703 13244.000 LFT | 0.23000 3046.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75071 3.000 EACH| 150.00000 450.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0037 808-75240 1143.000 LFT | 0.23000 262.89| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0038 808-75245 24442.000 LFT | 0.23000 5621.66| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 870 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 694,914.90 ROUTE : SR 205 AND SR 9 CALL ORDER : 870 CONTRACT ID : M -26896-A COUNTIES : WHITLEY LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75274 1990.000 LFT | 1.00000 1990.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0040 808-75278 371.000 LFT | 3.00000 1113.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0041 808-75297 802.000 LFT | 3.00000 2406.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75300 1554.000 LFT | 0.90000 1398.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0043 808-75320 56.000 EACH| 45.00000 2520.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 36.000 EACH| 65.00000 2340.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75340 2.000 EACH| 350.00000 700.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0046 808-75996 118.000 EACH| 3.50000 413.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 631,353.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 631,353.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 880 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,243.25 ROUTE : SR 3 CALL ORDER : 880 CONTRACT ID : M -26940-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 50000AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 106,418.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 138,450.00 130.1001% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 140,875.00 132.3789% 4 35-1815287 DENNEY EXCAVATING INC. $ 164,450.00 154.5321% 5 35-1366374 CLARK NICKLES, INC. $ 173,001.00 162.5674% 6 35-1817574 YARDBERRY LANDSCAPE $ 181,331.88 170.3958% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-2040801 |(3) 35-1364963 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-07038 3.000 MOS | 800.00000 2400.00| 1800.00000 5400.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 6200.00000 6200.00| 6500.00000 6500.00| 6500.00000 6500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51330 LUMP| 66158.00000 66158.00| 55000.00000 55000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE | | | 0004 203-02000 1000.000 CYS | 1.00000 1000.00| 15.00000 15000.00| 7.50000 7500.00 EXCAVATION, COMMON | | | 0005 605-06090 50.000 LFT | 40.00000 2000.00| 35.00000 1750.00| 20.00000 1000.00 CURB, INTEGRAL, CONCRETE | | | 0006 605-06215 50.000 LFT | 40.00000 2000.00| 50.00000 2500.00| 32.50000 1625.00 CENTER CURB, D, CONCRETE | | | 0009 621-06574 1000.000 SYS | 4.65000 4650.00| 5.00000 5000.00| 5.00000 5000.00 SODDING | | | 0010 801-06207 1000.000 LFT | 1.00000 1000.00| 1.20000 1200.00| 2.00000 2000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06624 10.000 EACH| 130.00000 1300.00| 225.00000 2250.00| 200.00000 2000.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0012 801-06640 18.000 EACH| 70.00000 1260.00| 85.00000 1530.00| 100.00000 1800.00 CONSTRUCTION SIGN, A | | | 0013 801-06710 30.000 DAY | 15.00000 450.00| 20.00000 600.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 8500.00000 8500.00| 26720.00000 26720.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 880 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,243.25 ROUTE : SR 3 CALL ORDER : 880 CONTRACT ID : M -26940-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-2040801 |(3) 35-1364963 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-53072 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 7500.00000 7500.00 TEMPORARY TRAFFIC SIGNAL , MAINTAIN | | | EXISTING | | | SECTION TOTALS | $ 106,418.00| $ 138,450.00| $ 140,875.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,418.00| $ 138,450.00| $ 140,875.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 880 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,243.25 ROUTE : SR 3 CALL ORDER : 880 CONTRACT ID : M -26940-A COUNTIES : CLARK LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1815287 |(5) 35-1366374 |(6) 35-1817574 |DENNEY EXCAVATING INC. |CLARK NICKLES, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 2000.00000 6000.00| 2100.00000 6300.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3900.00000 3900.00| 14871.00000 14871.00| 8634.00000 8634.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51330 LUMP| 110500.00000 110500.00| 111000.00000 111000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE | | | 0004 203-02000 1000.000 CYS | 22.00000 22000.00| 2.50000 2500.00| 12.00000 12000.00 EXCAVATION, COMMON | | | 0005 605-06090 50.000 LFT | 50.00000 2500.00| 100.00000 5000.00| 30.00000 1500.00 CURB, INTEGRAL, CONCRETE | | | 0006 605-06215 50.000 LFT | 50.00000 2500.00| 100.00000 5000.00| 28.00000 1400.00 CENTER CURB, D, CONCRETE | | | 0009 621-06574 1000.000 SYS | 6.00000 6000.00| 9.50000 9500.00| 3.50000 3500.00 SODDING | | | 0010 801-06207 1000.000 LFT | 1.50000 1500.00| 2.00000 2000.00| 1.20000 1200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06624 10.000 EACH| 210.00000 2100.00| 135.00000 1350.00| 270.00000 2700.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0012 801-06640 18.000 EACH| 150.00000 2700.00| 100.00000 1800.00| 110.00000 1980.00 CONSTRUCTION SIGN, A | | | 0013 801-06710 30.000 DAY | 17.00000 510.00| 16.00000 480.00| 45.00000 1350.00 FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 3240.00000 3240.00| 3500.00000 3500.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0015 801-53072 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 13267.88000 13267.88 TEMPORARY TRAFFIC SIGNAL , MAINTAIN | | | EXISTING | | | SECTION TOTALS | $ 164,450.00| $ 173,001.00| $ 181,331.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,450.00| $ 173,001.00| $ 181,331.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 890 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,108.00 ROUTE : SR 46 CALL ORDER : 890 CONTRACT ID : M -26945-A COUNTIES : CLAY OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1357381 O'MARA, DAVE CONTRACTOR $ 387,759.30 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 432,056.58 111.4239% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2126716 | |O'MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LL| 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| 3000.00000 3000.00| 2904.47000 2904.47| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1000.00000 6000.00| 630.00000 3780.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 21000.00000 21000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 7280.000 SYS | 1.50000 10920.00| 3.01000 21912.80| SURFACE MILLING, ASPHALT | | | 0005 301-07448 225.000 TON | 20.00000 4500.00| 27.73000 6239.25| COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-04075 698.000 TON | 26.00000 18148.00| 26.22000 18301.56| COMPACTED AGGREGATE, O, 73 FOR SHOULDERS| | | 0007 304-07490 250.000 TON | 90.00000 22500.00| 128.50000 32125.00| HMA PATCHING, TYPE B | | | 0009 406-05520 19.000 TON | 120.00000 2280.00| 205.80000 3910.20| ASPHALT FOR TACK COAT | | | 0010 615-06505 6.000 EACH| 200.00000 1200.00| 1785.00000 10710.00| MONUMENT, B | | | 0011 801-06207 2511.000 LFT | 2.00000 5022.00| 1.85000 4645.35| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 53.000 EACH| 85.00000 4505.00| 63.00000 3339.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 13500.00000 13500.00| 3780.00000 3780.00| MAINTAINING TRAFFIC | | | 0014 808-06712 5275.000 LFT | 0.08000 422.00| 0.11000 580.25| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 50300.000 LFT | 0.08000 4024.00| 0.08000 4024.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/04/03 PAGE : 890 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,108.00 ROUTE : SR 46 CALL ORDER : 890 CONTRACT ID : M -26945-A COUNTIES : CLAY OWEN LETTING DATE : 05/20/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2126716 | |O'MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 31025.000 LFT | 0.08000 2482.00| 0.08000 2482.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75994 562.000 EACH| 0.15000 84.30| 3.94000 2214.28| PRISMATIC REFLECTOR | | | 0018 808-75996 562.000 EACH| 6.00000 3372.00| 11.56000 6496.72| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 562.000 EACH| 20.00000 11240.00| 22.84000 12836.08| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0020 402-07451 6714.000 TON | 40.00000 268560.00| 40.33000 270775.62| HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 387,759.30| $ 432,056.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,759.30| $ 432,056.58| ====================================================================================================================================