INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 203,227.02 ROUTE : 52 CALL ORDER : 720 CONTRACT ID : M -27762-A COUNTIES : TIPPECANOE LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/27/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 190,589.60 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 198,509.30 104.1554% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 214,897.80 112.7542% ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-0999231 |( 3 ) 35-1917625 |PIONEER ASSOCIATES, INC. |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MEDIAN ISLAND RECONSTRUCTION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 4090.00000 4090.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1800.00000 7200.00| 1600.00000 6400.00| 2900.00000 11600.00 FIELD OFFICE, A | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 9500.00000 9500.00| 9930.00000 9930.00| 9700.00000 9700.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 4.000 SYS | 70.00000 280.00| 14.00000 56.00| 90.00000 360.00 PAVEMENT REMOVAL | | | 0006 202-02274 4241.000 LFT | 4.00000 16964.00| 3.50000 14843.50| 4.95000 20992.95 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-94749 645.000 LFT | 4.00000 2580.00| 6.00000 3870.00| 3.45000 2225.25 CURB, ASPHALT, REMOVE | | | 0008 203-02000 1308.000 CYS | 15.75000 20601.00| 19.00000 24852.00| 15.50000 20274.00 EXCAVATION, COMMON | | | 0009 211-07454 366.000 CYS | 33.00000 12078.00| 38.00000 13908.00| 36.00000 13176.00 STRUCTURE BACKFILL | | | 0010 304-07489 50.000 TON | 62.00000 3100.00| 100.00000 5000.00| 195.00000 9750.00 HMA PATCHING, TYPE A | | | 0011 605-06125 4896.000 LFT | 12.10000 59241.60| 10.50000 51408.00| 13.65000 66830.40 CURB, CONCRETE, MODIFIED | | | 0012 621-06570 916.000 CYS | 35.00000 32060.00| 28.00000 25648.00| 34.00000 31144.00 TOP SOIL | | | 0013 720-44296 1.000 EACH | 570.00000 570.00| 600.00000 600.00| 250.00000 250.00 CAP INLET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 203,227.02 ROUTE : 52 CALL ORDER : 720 CONTRACT ID : M -27762-A COUNTIES : TIPPECANOE LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-0999231 |( 3 ) 35-1917625 |PIONEER ASSOCIATES, INC. |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 34.000 EACH | 205.00000 6970.00| 90.00000 3060.00| 75.00000 2550.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 50.000 DAY | 20.00000 1000.00| 14.00000 700.00| 20.00000 1000.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 7250.00000 7250.00| 26100.00000 26100.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0017 805-96014 4796.000 LFT | 1.50000 7194.00| 1.80000 8632.80| 1.45000 6954.20 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 190,589.60| $ 198,509.30| $ 214,897.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 190,589.60| $ 198,509.30| $ 214,897.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,545.53 ROUTE : SR 62 CALL ORDER : 730 CONTRACT ID : M -27909-A COUNTIES : WARRICK LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 378,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 385,000.00 101.8519% 3 35-0626844 RUDOLPH, J.H. & CO $ 389,170.00 102.9550% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACE | | | 0001 105-07038 3.000 MOS | 1125.00000 3375.00| 2400.00000 7200.00| 2200.00000 6600.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 18900.00000 18900.00| 19000.00000 19000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07491 50.000 TON | 100.00000 5000.00| 150.00000 7500.00| 152.00000 7600.00 HMA PATCHING, TYPE C | | | 0007 306-08033 62300.000 SYS | 0.11000 6853.00| 0.32000 19936.00| 0.20000 12460.00 MILLING, ASPHALT, 1 IN. | | | 0008 306-08034 5000.000 SYS | 0.23000 1150.00| 0.65000 3250.00| 0.35000 1750.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0009 306-08043 2700.000 SYS | 1.10000 2970.00| 1.50000 4050.00| 0.35000 945.00 MILLING, TRANSITION | | | 0010 401-07328 4800.000 TON | 48.00000 230400.00| 42.00000 201600.00| 45.00000 216000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 401-07334 450.000 TON | 52.00000 23400.00| 50.00000 22500.00| 60.00000 27000.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0012 406-05520 17.500 TON | 170.00000 2975.00| 200.00000 3500.00| 197.00000 3447.50 ASPHALT FOR TACK COAT | | | 0013 610-07487 575.000 TON | 55.00000 31625.00| 60.00000 34500.00| 75.00000 43125.00 HMA FOR APPROACHES, TYPE B | | | 0014 801-06640 25.000 EACH | 89.00000 2225.00| 89.00000 2225.00| 90.00000 2250.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 730 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,545.53 ROUTE : SR 62 CALL ORDER : 730 CONTRACT ID : M -27909-A COUNTIES : WARRICK LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-06775 LUMP | 12283.00000 12283.00| 20837.50000 20837.50| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0016 805-78470 1300.000 LFT | 0.80000 1040.00| 0.25000 325.00| 0.25000 325.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78795 425.000 LFT | 8.50000 3612.50| 7.00000 2975.00| 7.00000 2975.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-04298 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0019 808-06712 2800.000 LFT | 0.09000 252.00| 0.09000 252.00| 0.09000 252.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 40000.000 LFT | 0.09000 3600.00| 0.09000 3600.00| 0.09000 3600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 24500.000 LFT | 0.09000 2205.00| 0.09000 2205.00| 0.09000 2205.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-06726 80.000 LFT | 2.50000 200.00| 2.50000 200.00| 2.50000 200.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0023 808-75056 550.000 LFT | 0.83000 456.50| 0.83000 456.50| 0.85000 467.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0024 808-75240 320.000 LFT | 1.10000 352.00| 1.10000 352.00| 1.10000 352.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 1300.000 LFT | 0.55000 715.00| 0.55000 715.00| 0.55000 715.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75320 4.000 EACH | 66.00000 264.00| 66.00000 264.00| 66.00000 264.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 5.000 EACH | 95.00000 475.00| 95.00000 475.00| 95.00000 475.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 460.000 EACH | 5.00000 2300.00| 4.25000 1955.00| 5.00000 2300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 460.000 EACH | 18.50000 8510.00| 18.50000 8510.00| 18.50000 8510.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 303-07449 300.000 TON | 24.00000 7200.00| 27.55000 8265.00| 28.70000 8610.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 730 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 523,545.53 ROUTE : SR 62 CALL ORDER : 730 CONTRACT ID : M -27909-A COUNTIES : WARRICK LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( 3 ) 35-0626844 |GOHMANN ASPHALT & CONSTR., I |E & B PAVING, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 401-06264 LUMP | 1900.00000 1900.00| 3600.00000 3600.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0032 801-06203 2200.000 LFT | 0.35000 770.00| 0.40000 880.00| 0.40000 880.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 2200.000 LFT | 0.95000 2090.00| 1.35000 2970.00| 1.80000 3960.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 378,000.00| $ 385,000.00| $ 389,170.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 378,000.00| $ 385,000.00| $ 389,170.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 736 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,639.50 ROUTE : VARIOUS ROUTES CALL ORDER : 736 CONTRACT ID : M -27994-B COUNTIES : VARIOUS LETTING DATE : 01/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/25/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED =================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 740 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,326.30 ROUTE : US 31 CALL ORDER : 740 CONTRACT ID : M -28010-A COUNTIES : HAMILTON TIPTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT HOWARD CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE, INC. $ 374,233.50 100.0000% ==================================================================================================================================== |( 1 ) 35-1526557 |( ) |( ) |MIDWEST MOLE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPAIRS | | | 0001 105-06845 LUMP | 1500.00000 1500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1000.00000 4000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02000 20.000 CYS | 100.00000 2000.00| | EXCAVATION, COMMON | | | 0007 213-08058 125.000 CYS | 195.00000 24375.00| | FLOWABLE BACKFILL | | | 0008 616-02320 401.000 SYS | 7.00000 2807.00| | GEOTEXTILES | | | 0009 616-06405 15.000 TON | 100.00000 1500.00| | RIPRAP, REVETMENT | | | 0010 616-06451 184.000 TON | 57.00000 10488.00| | RIPRAP, UNIFORM | | | 0011 621-01004 2.000 EACH | 350.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06559 135.000 SYS | 9.00000 1215.00| | MULCHED SEEDING, R | | | 0013 621-06570 94.000 CYS | 50.00000 4700.00| | TOP SOIL , ENCASEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 740 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,326.30 ROUTE : US 31 CALL ORDER : 740 CONTRACT ID : M -28010-A COUNTIES : HAMILTON TIPTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT HOWARD SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1526557 |( ) |( ) |MIDWEST MOLE, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 715-05048 10.000 LFT | 100.00000 1000.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0015 715-06004 1.000 EACH | 750.00000 750.00| | CONCRETE ANCHOR, 48 IN. | | | 0016 715-06675 28.000 LFT | 600.00000 16800.00| | PIPE LINER , THERMOPLASTIC, AREA 24.0 | | | SFT., ACTUAL | | | 0017 715-08306 32.500 TON | 75.00000 2437.50| | HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0018 725-06859 218.000 LFT | 210.00000 45780.00| | PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0019 725-06862 291.000 LFT | 218.00000 63438.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0020 725-06863 159.000 LFT | 227.00000 36093.00| | PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | | 0021 725-06867 76.000 LFT | 70.00000 5320.00| | PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0022 725-06872 32.000 LFT | 435.00000 13920.00| | PIPE LINER, THERMOPLASTIC, 42 IN. , | | | ACTUAL SIZE SOLID WALL HDPE, EXT. | | | 0023 725-06873 36.000 LFT | 480.00000 17280.00| | PIPE LINER, THERMOPLASTIC, 54 IN. , | | | ACTUAL SIZE SOLID WALL HDPE, EXT. | | | 0024 725-06875 194.000 LFT | 422.00000 81868.00| | PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0025 725-08079 28.000 LFT | 525.00000 14700.00| | PIPE LINER, THERMOPLASTIC, AREA 14.7 | | | SFT. , ACTUAL SIZE SOLID WALL HDPE, EXT.| | | 0026 801-06640 72.000 EACH | 80.00000 5760.00| | CONSTRUCTION SIGN, A | | | 0027 801-06710 120.000 DAY | 18.00000 2160.00| | FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 7200.00000 7200.00| | MAINTAINING TRAFFIC | | | 0029 804-06725 36.000 EACH | 40.00000 1440.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 374,233.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 374,233.50| $ 0.00| $ ====================================================================================================================================