INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 444,134.75 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 448,557.25 100.9958% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 530,571.00 119.4617% 4 35-1875662 CRIDER & CRIDER, INC. $ 532,447.70 119.8843% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 54-1342714 |( 3 ) 35-1618530 |O`MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION AND CURVE CORRECTION | | | 0001 105-06845 LUMP | 16500.00000 16500.00| 17000.00000 17000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1500.00000 15000.00| 700.00000 7000.00| 2000.00000 20000.00 FIELD OFFICE, A | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 22000.00000 22000.00| 40000.00000 40000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 9500.00000 9500.00| 4500.00000 4500.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0008 202-96133 50.000 LFT | 18.00000 900.00| 11.50000 575.00| 30.00000 1500.00 PIPE, REMOVE | | | 0009 203-02000 1720.000 CYS | 14.50000 24940.00| 15.00000 25800.00| 20.00000 34400.00 EXCAVATION, COMMON | | | 0010 203-02070 1875.000 CYS | 17.50000 32812.50| 25.00000 46875.00| 20.00000 37500.00 BORROW | | | 0011 203-02131 150.000 CYS | 35.00000 5250.00| 20.00000 3000.00| 25.00000 3750.00 EXPLORATORY EXCAVATION | | | 0012 203-96153 15.000 TON | 39.50000 592.50| 20.40000 306.00| 50.00000 750.00 BACKFILL, STONE | | | 0013 205-06931 45.000 TON | 44.00000 1980.00| 29.00000 1305.00| 50.00000 2250.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 54-1342714 |( 3 ) 35-1618530 |O`MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06933 4.000 EACH | 130.00000 520.00| 129.00000 516.00| 125.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 1450.000 LFT | 1.50000 2175.00| 1.50000 2175.00| 1.50000 2175.00 TEMPORARY SILT FENCE | | | 0016 213-08058 250.000 CYS | 85.00000 21250.00| 66.00000 16500.00| 125.00000 31250.00 FLOWABLE BACKFILL | | | 0017 301-07448 750.000 TON | 22.00000 16500.00| 17.50000 13125.00| 30.00000 22500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-08210 300.000 TON | 22.00000 6600.00| 20.00000 6000.00| 35.00000 10500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0019 304-07490 50.000 TON | 132.00000 6600.00| 110.25000 5512.50| 160.00000 8000.00 HMA PATCHING, TYPE B | | | 0020 306-08042 2600.000 SYS | 2.75000 7150.00| 2.80000 7280.00| 3.00000 7800.00 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 2600.000 SYS | 2.75000 7150.00| 2.90000 7540.00| 3.00000 7800.00 MILLING, TRANSITION | | | 0022 306-08432 760.000 SYS | 4.75000 3610.00| 4.20000 3192.00| 3.00000 2280.00 MILLING, APPROACH | | | 0026 402-07451 320.000 TON | 66.00000 21120.00| 59.00000 18880.00| 60.00000 19200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 3.000 TON | 330.00000 990.00| 357.00000 1071.00| 300.00000 900.00 ASPHALT FOR TACK COAT | | | 0028 605-01870 250.000 LFT | 29.50000 7375.00| 37.00000 9250.00| 30.00000 7500.00 CURB, CONCRETE, A | | | 0029 610-07487 100.000 TON | 134.00000 13400.00| 45.15000 4515.00| 50.00000 5000.00 HMA FOR APPROACHES, TYPE B | | | 0030 611-06497 3.000 EACH | 193.00000 579.00| 193.00000 579.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 24.000 EACH | 495.00000 11880.00| 495.00000 11880.00| 500.00000 12000.00 MONUMENT, B | | | 0032 615-06510 1.000 EACH | 385.00000 385.00| 385.00000 385.00| 400.00000 400.00 MONUMENT, C | | | 0033 616-02320 1400.000 SYS | 3.20000 4480.00| 2.15000 3010.00| 4.00000 5600.00 GEOTEXTILES | | | 0034 616-06405 195.000 TON | 22.00000 4290.00| 20.00000 3900.00| 30.00000 5850.00 RIPRAP, REVETMENT | | | 0035 616-06451 1400.000 TON | 19.00000 26600.00| 22.00000 30800.00| 25.00000 35000.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 54-1342714 |( 3 ) 35-1618530 |O`MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 621-01004 1.000 EACH | 660.00000 660.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06567 8.000 kGAL | 20.00000 160.00| 22.00000 176.00| 20.00000 160.00 WATER | | | 0038 621-06575 325.000 SYS | 13.00000 4225.00| 9.00000 2925.00| 8.50000 2762.50 SODDING, NURSERY | | | 0039 702-90915 10.000 CYS | 350.00000 3500.00| 117.30000 1173.00| 1500.00000 15000.00 CONCRETE, A | | | 0040 715-05119 37.000 LFT | 33.00000 1221.00| 33.50000 1239.50| 60.00000 2220.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0041 715-05121 71.000 LFT | 87.50000 6212.50| 79.00000 5609.00| 65.00000 4615.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0042 715-05151 437.000 LFT | 33.00000 14421.00| 33.50000 14639.50| 50.00000 21850.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0043 715-08305 30.000 TON | 153.00000 4590.00| 86.00000 2580.00| 100.00000 3000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 715-46010 1.000 EACH | 395.00000 395.00| 372.00000 372.00| 600.00000 600.00 PIPE END SECTION, 18 IN. | | | 0045 720-45055 2.000 EACH | 1450.00000 2900.00| 1362.00000 2724.00| 4500.00000 9000.00 INLET, M10 | | | 0046 720-45075 2.000 EACH | 1675.00000 3350.00| 1495.00000 2990.00| 4500.00000 9000.00 INLET, R13 | | | 0047 720-45410 1.000 EACH | 3400.00000 3400.00| 4066.00000 4066.00| 5000.00000 5000.00 MANHOLE, C4 | | | 0048 801-04308 3.000 EACH | 182.00000 546.00| 315.00000 945.00| 175.00000 525.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 200.000 LFT | 1.65000 330.00| 1.05000 210.00| 1.00000 200.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 145.000 LFT | 1.65000 239.25| 1.05000 152.25| 1.00000 145.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06625 30.000 EACH | 83.00000 2490.00| 133.00000 3990.00| 100.00000 3000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 20.000 EACH | 165.00000 3300.00| 21.50000 430.00| 175.00000 3500.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 20000.00000 20000.00| 27500.00000 27500.00| 29000.00000 29000.00 MAINTAINING TRAFFIC | | | 0054 801-07118 60.000 LFT | 12.25000 735.00| 18.00000 1080.00| 12.00000 720.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 54-1342714 |( 3 ) 35-1618530 |O`MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-07119 60.000 LFT | 12.75000 765.00| 23.00000 1380.00| 12.00000 720.00 BARRICADE, III-B | | | 0056 802-05701 34.000 LFT | 15.50000 527.00| 12.00000 408.00| 12.00000 408.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76035 18.000 SFT | 27.00000 486.00| 22.00000 396.00| 20.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 808-06703 3725.000 LFT | 0.55000 2048.75| 0.42000 1564.50| 0.55000 2048.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-75245 2825.000 LFT | 0.55000 1553.75| 0.42000 1186.50| 0.55000 1553.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 80.000 LFT | 5.25000 420.00| 6.50000 520.00| 5.00000 400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 35.000 EACH | 9.00000 315.00| 1.10000 38.50| 35.00000 1225.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 35.000 EACH | 40.00000 1400.00| 70.00000 2450.00| 40.00000 1400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 402-07433 350.000 TON | 65.00000 22750.00| 65.00000 22750.00| 61.00000 21350.00 HMA SURFACE, TYPE B | | | 0064 402-07438 225.000 TON | 63.50000 14287.50| 67.00000 15075.00| 62.00000 13950.00 HMA INTERMEDIATE, TYPE B | | | 0065 402-07441 590.000 TON | 57.50000 33925.00| 61.00000 35990.00| 60.00000 35400.00 HMA BASE, TYPE B | | | 0066 105-08520 1.000 EACH | 250.00000 250.00| 173.00000 173.00| 300.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0067 105-08521 10.000 MOS | 60.00000 600.00| 70.00000 700.00| 150.00000 1500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0068 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 444,134.75| $ 448,557.25| $ 530,571.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 444,134.75| $ 448,557.25| $ 530,571.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION AND CURVE CORRECTION | | | 0001 105-06845 LUMP | 21500.00000 21500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2180.00000 21800.00| | FIELD OFFICE, A | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 18300.00000 18300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 32200.00000 32200.00| | CLEARING AND GRUBBING | | | 0008 202-96133 50.000 LFT | 23.00000 1150.00| | PIPE, REMOVE | | | 0009 203-02000 1720.000 CYS | 25.50000 43860.00| | EXCAVATION, COMMON | | | 0010 203-02070 1875.000 CYS | 17.00000 31875.00| | BORROW | | | 0011 203-02131 150.000 CYS | 16.00000 2400.00| | EXPLORATORY EXCAVATION | | | 0012 203-96153 15.000 TON | 23.50000 352.50| | BACKFILL, STONE | | | 0013 205-06931 45.000 TON | 53.50000 2407.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 4.000 EACH | 108.00000 432.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 1450.000 LFT | 3.56000 5162.00| | TEMPORARY SILT FENCE | | | 0016 213-08058 250.000 CYS | 98.00000 24500.00| | FLOWABLE BACKFILL | | | 0017 301-07448 750.000 TON | 19.00000 14250.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-08210 300.000 TON | 23.50000 7050.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0019 304-07490 50.000 TON | 125.00000 6250.00| | HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08042 2600.000 SYS | 2.13000 5538.00| | MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 2600.000 SYS | 2.13000 5538.00| | MILLING, TRANSITION | | | 0022 306-08432 760.000 SYS | 1.41000 1071.60| | MILLING, APPROACH | | | 0026 402-07451 320.000 TON | 67.00000 21440.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 3.000 TON | 406.00000 1218.00| | ASPHALT FOR TACK COAT | | | 0028 605-01870 250.000 LFT | 36.00000 9000.00| | CURB, CONCRETE, A | | | 0029 610-07487 100.000 TON | 51.50000 5150.00| | HMA FOR APPROACHES, TYPE B | | | 0030 611-06497 3.000 EACH | 221.00000 663.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 24.000 EACH | 598.00000 14352.00| | MONUMENT, B | | | 0032 615-06510 1.000 EACH | 598.00000 598.00| | MONUMENT, C | | | 0033 616-02320 1400.000 SYS | 3.53000 4942.00| | GEOTEXTILES | | | 0034 616-06405 195.000 TON | 34.50000 6727.50| | RIPRAP, REVETMENT | | | 0035 616-06451 1400.000 TON | 27.00000 37800.00| | RIPRAP, UNIFORM | | | 0036 621-01004 1.000 EACH | 956.00000 956.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06567 8.000 kGAL | 1.20000 9.60| | WATER | | | 0038 621-06575 325.000 SYS | 3.59000 1166.75| | SODDING, NURSERY | | | 0039 702-90915 10.000 CYS | 355.00000 3550.00| | CONCRETE, A | | | 0040 715-05119 37.000 LFT | 94.00000 3478.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0041 715-05121 71.000 LFT | 117.00000 8307.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 715-05151 437.000 LFT | 43.50000 19009.50| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0043 715-08305 30.000 TON | 98.00000 2940.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 715-46010 1.000 EACH | 929.00000 929.00| | PIPE END SECTION, 18 IN. | | | 0045 720-45055 2.000 EACH | 2860.00000 5720.00| | INLET, M10 | | | 0046 720-45075 2.000 EACH | 3070.00000 6140.00| | INLET, R13 | | | 0047 720-45410 1.000 EACH | 6360.00000 6360.00| | MANHOLE, C4 | | | 0048 801-04308 3.000 EACH | 197.00000 591.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 200.000 LFT | 1.17000 234.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 145.000 LFT | 1.17000 169.65| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06625 30.000 EACH | 89.50000 2685.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 20.000 EACH | 179.00000 3580.00| | CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 27600.00000 27600.00| | MAINTAINING TRAFFIC | | | 0054 801-07118 60.000 LFT | 13.00000 780.00| | BARRICADE, III-A | | | 0055 801-07119 60.000 LFT | 13.00000 780.00| | BARRICADE, III-B | | | 0056 802-05701 34.000 LFT | 16.00000 544.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76035 18.000 SFT | 25.50000 459.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 808-06703 3725.000 LFT | 0.60000 2235.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-75245 2825.000 LFT | 0.60000 1695.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,669.77 ROUTE : SR 450 CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 808-75297 80.000 LFT | 5.67000 453.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 35.000 EACH | 25.50000 892.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 35.000 EACH | 42.00000 1470.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 402-07433 350.000 TON | 71.50000 25025.00| | HMA SURFACE, TYPE B | | | 0064 402-07438 225.000 TON | 73.00000 16425.00| | HMA INTERMEDIATE, TYPE B | | | 0065 402-07441 590.000 TON | 67.00000 39530.00| | HMA BASE, TYPE B | | | 0066 105-08520 1.000 EACH | 253.00000 253.00| | CELLULAR TELEPHONE/RADIO | | | 0067 105-08521 10.000 MOS | 95.00000 950.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0068 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 532,447.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 532,447.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,383.89 ROUTE : SR 3 AND SR 116 CALL ORDER : 731 CONTRACT ID : M -28377-A COUNTIES : WELLS HUNTINGTON LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 337,845.21 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 399,506.52 118.2513% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 16500.00000 16500.00| 19000.00000 19000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02260 1.000 EACH | 1000.00000 1000.00| 1200.00000 1200.00| TREE, 30 IN., REMOVE | | | 0007 202-02772 1.000 EACH | 300.00000 300.00| 551.44000 551.44| CASTING, REMOVE | | | 0008 202-91011 1.000 EACH | 1150.00000 1150.00| 1900.00000 1900.00| TREE, 36 IN., REMOVE | | | 0009 203-90014 7.700 STA | 1000.00000 7700.00| 1029.97000 7930.77| LINEAR GRADING | | | 0010 301-07448 455.000 TON | 5.00000 2275.00| 30.99000 14100.45| COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-07449 224.000 TON | 15.00000 3360.00| 16.09000 3604.16| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 708.000 TON | 90.00000 63720.00| 73.30000 51896.40| HMA PATCHING, TYPE B | | | 0013 304-07493 510.000 TON | 60.00000 30600.00| 53.88000 27478.80| WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 731 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,383.89 ROUTE : SR 3 AND SR 116 CALL ORDER : 731 CONTRACT ID : M -28377-A COUNTIES : WELLS HUNTINGTON LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08034 19065.000 SYS | 0.80000 15252.00| 1.32000 25165.80| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08432 2626.000 SYS | 0.01000 26.26| 2.65000 6958.90| MILLING, APPROACH | | | 0016 401-07321 1573.000 TON | 46.00000 72358.00| 58.39000 91847.47| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 402-07451 27.000 TON | 89.00000 2403.00| 63.54000 1715.58| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 7.000 TON | 100.00000 700.00| 377.65000 2643.55| ASPHALT FOR TACK COAT | | | 0019 604-06070 165.000 SYS | 30.00000 4950.00| 70.51000 11634.15| SIDEWALK, CONCRETE | | | 0020 604-07894 42.000 SYS | 400.00000 16800.00| 275.21000 11558.82| CURB RAMP, CONCRETE, A | | | 0021 604-07896 99.000 SYS | 150.00000 14850.00| 281.74000 27892.26| CURB RAMP, CONCRETE, B | | | 0022 605-06120 375.000 LFT | 20.00000 7500.00| 27.36000 10260.00| CURB, CONCRETE | | | 0023 610-07486 289.000 TON | 23.00000 6647.00| 76.18000 22016.02| HMA FOR APPROACHES, TYPE A | | | 0024 621-06575 218.000 SYS | 5.00000 1090.00| 8.00000 1744.00| SODDING, NURSERY | | | 0025 720-44000 1.000 EACH | 600.00000 600.00| 555.99000 555.99| CASTING, ADJUST TO GRADE | | | 0026 720-45105 1.000 EACH | 3000.00000 3000.00| 2389.15000 2389.15| INLET, A2, MODIFIED | | | 0027 801-06203 572.000 LFT | 0.30000 171.60| 0.23000 131.56| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 572.000 LFT | 0.80000 457.60| 0.88000 503.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 31.000 EACH | 95.50000 2960.50| 95.50000 2960.50| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 50700.00000 50700.00| 40803.54000 40803.54| MAINTAINING TRAFFIC | | | 0031 801-92448 360.000 DAY | 1.00000 360.00| 2.00000 720.00| CONSTRUCTION SIGNS, MOBILE | | | 0032 802-05701 42.000 LFT | 7.25000 304.50| 7.25000 304.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 731 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,383.89 ROUTE : SR 3 AND SR 116 CALL ORDER : 731 CONTRACT ID : M -28377-A COUNTIES : WELLS HUNTINGTON LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 802-91122 4.000 EACH | 150.00000 600.00| 150.00000 600.00| SIGN, GROUND MOUNTED, RESET | | | 0034 808-06703 4529.000 LFT | 0.37000 1675.73| 0.37000 1675.73| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0035 808-75245 11236.000 LFT | 0.37000 4157.32| 0.37000 4157.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0036 808-75297 112.000 LFT | 6.35000 711.20| 6.35000 711.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 808-75300 532.000 LFT | 2.00000 1064.00| 2.00000 1064.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0038 808-75996 55.000 EACH | 5.00000 275.00| 3.72000 204.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 55.000 EACH | 29.50000 1622.50| 29.50000 1622.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 337,845.21| $ 399,506.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 337,845.21| $ 399,506.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 741 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,910.27 ROUTE : CALL ORDER : 741 CONTRACT ID : M -28379-A COUNTIES : WHITLEY WABASH LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON CONTRACT TIME : 08/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 248,909.56 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 356,527.02 143.2356% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-08520 1.000 EACH | 50.00000 50.00| 79.97000 79.97| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 3.000 MOS | 50.00000 150.00| 35.99000 107.97| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 12000.00000 12000.00| 17000.00000 17000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 303-07449 150.000 TON | 26.00000 3900.00| 78.17000 11725.50| COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07491 100.000 TON | 50.00000 5000.00| 158.59000 15859.00| HMA PATCHING, TYPE C | | | 0010 306-08034 2889.000 SYS | 2.50000 7222.50| 3.43000 9909.27| MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08043 22000.000 SYS | 0.20000 4400.00| 2.92000 64240.00| MILLING, TRANSITION | | | 0012 402-07452 2364.000 TON | 75.00000 177300.00| 69.29000 163801.56| HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 741 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,910.27 ROUTE : CALL ORDER : 741 CONTRACT ID : M -28379-A COUNTIES : WHITLEY WABASH LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 406-05520 8.000 TON | 100.00000 800.00| 445.68000 3565.44| ASPHALT FOR TACK COAT | | | 0014 610-07486 75.000 TON | 80.00000 6000.00| 109.86000 8239.50| HMA FOR APPROACHES, TYPE A | | | 0015 801-06203 2600.000 LFT | 0.01000 26.00| 0.01000 26.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 2600.000 LFT | 0.80000 2080.00| 0.01000 26.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06775 LUMP | 14400.00000 14400.00| 40161.32000 40161.32| MAINTAINING TRAFFIC | | | 0018 801-92448 35.000 DAY | 1.00000 35.00| 50.00000 1750.00| CONSTRUCTION SIGNS, MOBILE | | | 0019 808-06711 215.000 LFT | 0.18000 38.70| 0.30000 64.50| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06712 1270.000 LFT | 0.18000 228.60| 0.30000 381.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 20528.000 LFT | 0.18000 3695.04| 0.30000 6158.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 13354.000 LFT | 0.18000 2403.72| 0.30000 4006.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 64.000 LFT | 15.00000 960.00| 20.00000 1280.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75300 70.000 LFT | 4.00000 280.00| 5.00000 350.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0025 808-75320 1.000 EACH | 175.00000 175.00| 120.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 1.000 EACH | 250.00000 250.00| 172.00000 172.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75340 2.000 EACH | 415.00000 830.00| 998.00000 1996.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0028 808-75996 61.000 EACH | 6.00000 366.00| 4.59000 279.99| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 741 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,910.27 ROUTE : CALL ORDER : 741 CONTRACT ID : M -28379-A COUNTIES : WHITLEY WABASH LETTING DATE : 05/24/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 808-75998 61.000 EACH | 75.00000 4575.00| 85.00000 5185.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 306-08432 840.000 SYS | 2.00000 1680.00| 0.01000 8.40| MILLING, APPROACH | | | 0031 801-06710 2.000 DAY | 30.00000 60.00| 15.00000 30.00| FLASHING ARROW SIGN | | | SECTION TOTALS | $ 248,909.56| $ 356,527.02| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 248,909.56| $ 356,527.02| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 751 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,499.19 ROUTE : CALL ORDER : 751 CONTRACT ID : M -28465-A COUNTIES : JACKSON LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 248,057.50 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 266,000.00 107.2332% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |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 4.000 MOS | 1500.00000 6000.00| 1400.00000 5600.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP | 5000.00000 5000.00| 13300.00000 13300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 304-07490 100.000 TON | 150.00000 15000.00| 145.00000 14500.00| HMA PATCHING, TYPE B | | | 0005 306-08043 213.000 SYS | 10.00000 2130.00| 15.00000 3195.00| MILLING, TRANSITION | | | 0006 306-08432 98.000 SYS | 10.00000 980.00| 15.00000 1470.00| MILLING, APPROACH | | | 0007 402-07433 2511.000 TON | 65.00000 163215.00| 73.00000 183303.00| HMA SURFACE, TYPE B | | | 0008 402-07451 450.000 TON | 100.00000 45000.00| 73.00000 32850.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0009 406-05520 10.130 TON | 250.00000 2532.50| 275.00000 2785.75| ASPHALT FOR TACK COAT | | | 0010 801-06640 6.000 EACH | 200.00000 1200.00| 150.00000 900.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP | 7000.00000 7000.00| 8096.25000 8096.25| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 248,057.50| $ 266,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 248,057.50| $ 266,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 761 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,579.45 ROUTE : VARIOUS CALL ORDER : 761 CONTRACT ID : M -28565-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 415,621.13 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 607,409.00 146.1449% ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( ) |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-07038 6.000 MOS | 1800.00000 10800.00| 1484.00000 8904.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP | 22500.00000 22500.00| 19500.00000 19500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 9142.500 LFT | 2.00000 18285.00| 3.60000 32913.00| GUARDRAIL, REMOVE | | | 0004 202-93741 87.000 EACH | 112.00000 9744.00| 465.00000 40455.00| GUARD RAIL END TREATMENT, REMOVE | | | 0005 202-95027 4.000 EACH | 400.00000 1600.00| 925.00000 3700.00| IMPACT ATTENUATOR, REMOVE | | | 0006 601-01522 1.000 EACH | 1585.00000 1585.00| 1745.00000 1745.00| GUARDRAIL TRANSITION TYPE TGB | | | 0007 601-01700 8.000 EACH | 1615.00000 12920.00| 2245.00000 17960.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0008 601-02103 290.000 LFT | 18.05000 5234.50| 25.00000 7250.00| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0009 601-05999 15.000 EACH | 45.00000 675.00| 32.00000 480.00| CURVED TERMINAL END | | | 0010 601-06234 4.000 EACH | 9355.00000 37420.00| 14500.00000 58000.00| IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0011 601-06854 2.000 EACH | 2350.00000 4700.00| 1185.00000 2370.00| GUARDRAIL, W-BEAM, NESTED | | | 0012 601-52501 121.000 EACH | 55.00000 6655.00| 105.00000 12705.00| GUARDRAIL POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 761 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,579.45 ROUTE : VARIOUS CALL ORDER : 761 CONTRACT ID : M -28565-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( ) |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 601-62540 200.000 EACH | 17.50000 3500.00| 25.00000 5000.00| GUARD RAIL POST, PLUMB | | | 0014 601-94689 64.000 EACH | 1930.00000 123520.00| 3165.00000 202560.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 9027.500 LFT | 13.55000 122322.63| 16.80000 151662.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 611-08232 1.000 EACH | 110.00000 110.00| 155.00000 155.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0017 616-06401 30.000 TON | 35.00000 1050.00| 85.00000 2550.00| RIPRAP, DUMPED | | | 0018 801-06775 LUMP | 33000.00000 33000.00| 39500.00000 39500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 415,621.13| $ 607,409.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 415,621.13| $ 607,409.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 765 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,010.34 ROUTE : 44 CALL ORDER : 765 CONTRACT ID : M -28598-B COUNTIES : SHELBY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/13/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 157,465.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | 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| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1200.00000 4800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP | 6000.00000 6000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 1590.00000 1590.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP | 2000.00000 2000.00| | DEBRIS, REMOVE | | | 0006 202-51328 LUMP | 6200.00000 6200.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 203-02000 300.000 CYS | 28.00000 8400.00| | EXCAVATION, COMMON | | | 0008 203-02070 110.000 CYS | 28.00000 3080.00| | BORROW | | | 0009 205-06932 50.000 LFT | 4.75000 237.50| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 207-08266 1075.000 SYS | 8.40000 9030.00| | SUBGRADE TREATMENT, TYPE III | | | 0011 303-01180 500.000 TON | 21.00000 10500.00| | COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07490 7.000 TON | 305.00000 2135.00| | HMA PATCHING, TYPE B | | | 0013 402-07433 55.000 TON | 160.00000 8800.00| | HMA SURFACE, TYPE B | | | 0014 402-07438 160.000 TON | 90.00000 14400.00| | HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 765 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,010.34 ROUTE : 44 CALL ORDER : 765 CONTRACT ID : M -28598-B COUNTIES : SHELBY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 406-05520 0.400 TON | 590.00000 236.00| | ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH | 2075.00000 8300.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH | 2500.00000 10000.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 675.000 LFT | 16.75000 11306.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 602-06729 4.000 EACH | 6.00000 24.00| | BARRIER DELINEATOR | | | 0020 611-06497 2.000 EACH | 250.00000 500.00| | MAILBOX ASSEMBLY, SINGLE | | | 0021 616-02320 120.000 SYS | 2.25000 270.00| | GEOTEXTILES | | | 0022 616-06405 80.000 TON | 85.00000 6800.00| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 425.00000 425.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 850.000 SYS | 0.85000 722.50| | MULCHED SEEDING, R | | | 0025 702-51863 38.000 EACH | 10.50000 399.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-51032 679.000 LBS | 1.50000 1018.50| | REINFORCING STEEL, EPOXY COATED | | | 0027 706-51020 6.100 CYS | 1800.00000 10980.00| | CONCRETE, C, RAILING | | | 0028 801-06207 110.000 LFT | 3.50000 385.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 26.000 EACH | 160.00000 4160.00| | CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 10175.00000 10175.00| | MAINTAINING TRAFFIC | | | 0031 801-08400 340.000 LFT | 20.00000 6800.00| | TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0032 804-06725 10.000 EACH | 60.00000 600.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0033 808-06712 275.000 LFT | 1.15000 316.25| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 765 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,010.34 ROUTE : 44 CALL ORDER : 765 CONTRACT ID : M -28598-B COUNTIES : SHELBY LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-06713 2200.000 LFT | 1.15000 2530.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06716 300.000 LFT | 1.15000 345.00| | LINE, REMOVE | | | SECTION TOTALS | $ 157,465.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 157,465.00| $ 607,409.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 769 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,072.60 ROUTE : CALL ORDER : 769 CONTRACT ID : M -28619-B COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/04/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 198,800.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP | 9900.00000 9900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02771 1.000 EACH | 3500.00000 3500.00| | CONCRETE APRON, REMOVE | | | 0003 203-02000 454.500 CYS | 32.00000 14544.00| | EXCAVATION, COMMON | | | 0004 203-02070 135.000 CYS | 48.00000 6480.00| | BORROW | | | 0005 303-01180 200.500 TON | 26.00000 5213.00| | COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07489 14.700 TON | 130.00000 1911.00| | HMA PATCHING, TYPE A | | | 0007 306-08043 1760.000 SYS | 7.00000 12320.00| | MILLING, TRANSITION | | | 0008 306-08432 32.000 SYS | 7.00000 224.00| | MILLING, APPROACH | | | 0009 402-07432 574.000 TON | 95.00000 54530.00| | HMA SURFACE, TYPE A | | | 0010 402-07435 395.500 TON | 82.00000 32431.00| | HMA INTERMEDIATE, TYPE A | | | 0011 402-07440 152.500 TON | 76.00000 11590.00| | HMA BASE, TYPE A | | | 0012 406-05520 2.500 TON | 300.00000 750.00| | ASPHALT FOR TACK COAT | | | 0013 604-06070 378.000 SYS | 30.00000 11340.00| | SIDEWALK, CONCRETE | | | 0014 621-01004 1.000 EACH | 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 769 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,072.60 ROUTE : CALL ORDER : 769 CONTRACT ID : M -28619-B COUNTIES : VARIOUS LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 621-06559 343.000 SYS | 3.00000 1029.00| | MULCHED SEEDING, R | | | 0016 715-05118 7.000 LFT | 66.00000 462.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0017 715-05128 11.000 LFT | 196.00000 2156.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0018 720-44000 3.000 EACH | 240.00000 720.00| | CASTING, ADJUST TO GRADE | | | 0019 725-06859 56.000 LFT | 275.00000 15400.00| | PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0020 801-06775 LUMP | 14000.00000 14000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 198,800.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 198,800.00| $ 607,409.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,071.82 ROUTE : 35 CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 122,538.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 128,510.00 104.8736% 3 90-0177865 HIS CONSTRUCTORS LLC $ 134,396.00 109.6770% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 145,688.82 118.8928% ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1364963 |( 3 ) 90-0177865 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC 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 | 4600.00000 4600.00| 2000.00000 2000.00| 1600.00000 1600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1300.00000 5200.00| 1150.00000 4600.00| 1600.00000 6400.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 400.00000 800.00| 250.00000 500.00| 50.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 300.00000 2400.00| 100.00000 800.00| 150.00000 1200.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 5200.00000 5200.00| 6400.00000 6400.00| 6700.00000 6700.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 200.000 LFT | 1.00000 200.00| 4.50000 900.00| 7.00000 1400.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 14120.00000 14120.00| 12000.00000 12000.00| 9400.00000 9400.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 45.000 CYS | 25.00000 1125.00| 20.00000 900.00| 100.00000 4500.00 EXCAVATION, COMMON | | | 0010 203-02070 200.000 CYS | 12.00000 2400.00| 10.00000 2000.00| 29.00000 5800.00 BORROW | | | 0011 205-06932 50.000 LFT | 5.00000 250.00| 3.50000 175.00| 20.50000 1025.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 303-01180 75.000 TON | 17.00000 1275.00| 25.00000 1875.00| 45.00000 3375.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,071.82 ROUTE : 35 CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1364963 |( 3 ) 90-0177865 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-60012 220.000 TON | 16.25000 3575.00| 22.00000 4840.00| 29.00000 6380.00 AGGREGATE, 2 | | | 0014 303-94433 70.000 CYS | 15.00000 1050.00| 45.00000 3150.00| 44.00000 3080.00 AGGREGATE, 12 | | | 0015 601-06854 2.000 EACH | 3500.00000 7000.00| 3650.00000 7300.00| 3700.00000 7400.00 GUARDRAIL, W-BEAM, NESTED | | | 0016 601-92948 50.000 LFT | 5.00000 250.00| 6.50000 325.00| 6.25000 312.50 GUARDRAIL, ADJUST HEIGHT | | | 0017 601-99132 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 75.00000 150.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0018 616-02320 710.000 SYS | 1.70000 1207.00| 3.00000 2130.00| 2.50000 1775.00 GEOTEXTILES | | | 0019 616-05688 55.000 TON | 33.00000 1815.00| 30.00000 1650.00| 48.00000 2640.00 RIPRAP, CLASS 1 | | | 0020 616-06405 181.000 TON | 20.00000 3620.00| 24.00000 4344.00| 36.00000 6516.00 RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 720.000 SYS | 1.00000 720.00| 1.00000 720.00| 1.10000 792.00 MULCHED SEEDING, R | | | 0023 621-06570 43.000 CYS | 25.00000 1075.00| 20.00000 860.00| 35.00000 1505.00 TOP SOIL , ENCASEMENT | | | 0024 714-03028 71.000 LFT | 545.00000 38695.00| 750.00000 53250.00| 650.00000 46150.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 6 FT. | | | 0025 715-08305 50.000 TON | 236.00000 11800.00| 100.00000 5000.00| 100.00000 5000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0026 801-04308 4.000 EACH | 160.00000 640.00| 200.00000 800.00| 165.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06207 30.000 LFT | 0.10000 3.00| 1.00000 30.00| 8.00000 240.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06625 42.000 EACH | 80.00000 3360.00| 90.00000 3780.00| 85.00000 3570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 14.000 EACH | 120.00000 1680.00| 150.00000 2100.00| 125.00000 1750.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 5500.00000 5500.00| 2500.00000 2500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,071.82 ROUTE : 35 CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1364963 |( 3 ) 90-0177865 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-07118 120.000 LFT | 8.50000 1020.00| 10.00000 1200.00| 8.80000 1056.00 BARRICADE, III-A | | | 0032 801-07119 48.000 LFT | 9.00000 432.00| 10.00000 480.00| 9.50000 456.00 BARRICADE, III-B | | | 0033 808-06712 50.000 LFT | 1.50000 75.00| 2.00000 100.00| 1.55000 77.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0034 808-06713 400.000 LFT | 1.25000 500.00| 1.50000 600.00| 1.35000 540.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 200.000 LFT | 1.25000 250.00| 1.50000 300.00| 1.35000 270.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 122,538.00| $ 128,510.00| $ 134,396.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 122,538.00| $ 128,510.00| $ 134,396.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,071.82 ROUTE : 35 CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, 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 | 1750.00000 1750.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2000.00000 8000.00| | FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 450.00000 900.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 270.00000 2160.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 7283.44000 7283.44| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 200.000 LFT | 7.50000 1500.00| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 15109.38000 15109.38| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 45.000 CYS | 25.00000 1125.00| | EXCAVATION, COMMON | | | 0010 203-02070 200.000 CYS | 17.00000 3400.00| | BORROW | | | 0011 205-06932 50.000 LFT | 21.00000 1050.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 303-01180 75.000 TON | 28.00000 2100.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0013 303-60012 220.000 TON | 20.50000 4510.00| | AGGREGATE, 2 | | | 0014 303-94433 70.000 CYS | 50.00000 3500.00| | AGGREGATE, 12 | | | 0015 601-06854 2.000 EACH | 3600.00000 7200.00| | GUARDRAIL, W-BEAM, NESTED | | | 0016 601-92948 50.000 LFT | 6.50000 325.00| | GUARDRAIL, ADJUST HEIGHT | | | 0017 601-99132 2.000 EACH | 76.00000 152.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,071.82 ROUTE : 35 CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 616-02320 710.000 SYS | 3.20000 2272.00| | GEOTEXTILES | | | 0019 616-05688 55.000 TON | 40.00000 2200.00| | RIPRAP, CLASS 1 | | | 0020 616-06405 181.000 TON | 30.00000 5430.00| | RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH | 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 720.000 SYS | 1.50000 1080.00| | MULCHED SEEDING, R | | | 0023 621-06570 43.000 CYS | 30.00000 1290.00| | TOP SOIL , ENCASEMENT | | | 0024 714-03028 71.000 LFT | 600.00000 42600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 6 FT. | | | 0025 715-08305 50.000 TON | 275.00000 13750.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0026 801-04308 4.000 EACH | 450.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06207 30.000 LFT | 2.00000 60.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06625 42.000 EACH | 125.00000 5250.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 14.000 EACH | 150.00000 2100.00| | CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | 0031 801-07118 120.000 LFT | 8.75000 1050.00| | BARRICADE, III-A | | | 0032 801-07119 48.000 LFT | 10.75000 516.00| | BARRICADE, III-B | | | 0033 808-06712 50.000 LFT | 2.50000 125.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0034 808-06713 400.000 LFT | 2.50000 1000.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 200.000 LFT | 2.50000 500.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 145,688.82| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 145,688.82| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 785 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,763.04 ROUTE : CALL ORDER : 785 CONTRACT ID : M -28643-B COUNTIES : MONROE LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 448,494.00 100.0000% 35-1418333 ROGERS GROUP, INC. IRREGULAR ==================================================================================================================================== |( 1 ) 35-1357381 |( ) |( ) |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 3.000 MOS | 1200.00000 3600.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP | 9000.00000 9000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 86.500 TON | 20.00000 1730.00| | COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07491 200.000 TON | 70.00000 14000.00| | HMA PATCHING, TYPE C | | | 0005 306-08043 500.000 SYS | 4.00000 2000.00| | MILLING, TRANSITION | | | 0006 306-08432 2200.000 SYS | 4.00000 8800.00| | MILLING, APPROACH | | | 0007 402-07434 7442.000 TON | 52.00000 386984.00| | HMA SURFACE, TYPE C | | | 0008 402-07452 200.000 TON | 57.00000 11400.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0009 406-05520 25.500 TON | 180.00000 4590.00| | ASPHALT FOR TACK COAT | | | 0010 720-44000 1.000 EACH | 400.00000 400.00| | CASTING, ADJUST TO GRADE | | | 0011 801-06640 12.000 EACH | 150.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 3900.00000 3900.00| | MAINTAINING TRAFFIC | | | 0013 808-04767 200.000 LFT | 1.00000 200.00| | LINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 785 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,763.04 ROUTE : CALL ORDER : 785 CONTRACT ID : M -28643-B COUNTIES : MONROE LETTING DATE : 05/24/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( ) |( ) |O`MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 808-97222 3.000 EACH | 30.00000 90.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 448,494.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 448,494.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 791 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,183.97 ROUTE : I-65 CALL ORDER : 791 CONTRACT ID : M -28660-A COUNTIES : MARION HENDRICKS LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT BOONE CONTRACT TIME : 08/04/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 110,781.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 177,471.00 160.1999% ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( ) |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SHOULDER REHABILITATION AND REPAIR | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 12500.00000 12500.00| 8100.00000 8100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 3400.000 TON | 22.00000 74800.00| 39.00000 132600.00| COMPACTED AGGREGATE, NO. 53 | | | 0005 801-06640 36.000 EACH | 89.00000 3204.00| 104.00000 3744.00| CONSTRUCTION SIGN, A | | | 0006 801-06710 45.000 DAY | 30.00000 1350.00| 35.00000 1575.00| FLASHING ARROW SIGN | | | 0007 801-06775 LUMP | 16000.00000 16000.00| 28000.00000 28000.00| MAINTAINING TRAFFIC | | | 0008 801-07215 15.000 DAY | 195.00000 2925.00| 230.00000 3450.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 110,781.00| $ 177,471.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 110,781.00| $ 177,471.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 801 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 202,836.96 ROUTE : CALL ORDER : 801 CONTRACT ID : M -28675-A COUNTIES : BENTON LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 133,379.25 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 199,316.40 149.4358% 3 35-1817574 YARDBERRY LANDSCAPE $ 221,373.00 165.9726% ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1526557 |( 3 ) 35-1817574 |INDIANA RELINE INC |MIDWEST MOLE, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE STRUCTURE SLIP LINE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 1250.00000 1250.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 5000.00000 5000.00| 9000.00000 9000.00| 10500.00000 10500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 500.00000 500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0007 621-06559 600.000 SYS | 2.50000 1500.00| 2.09000 1254.00| 2.00000 1200.00 MULCHED SEEDING, R | | | 0008 725-06861 260.000 LFT | 209.30000 54418.00| 330.00000 85800.00| 383.00000 99580.00 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | , STR. NO. 1 | | | 0009 725-06862 185.000 LFT | 323.45000 59838.25| 475.00000 87875.00| 506.00000 93610.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | , STR. NO. 2 | | | 0010 801-03290 2.000 EACH | 100.00000 200.00| 154.00000 308.00| 200.00000 400.00 CONSTRUCTION SIGN, C | | | 0011 801-06640 28.000 EACH | 140.00000 3920.00| 118.80000 3326.40| 110.00000 3080.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 801 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 202,836.96 ROUTE : CALL ORDER : 801 CONTRACT ID : M -28675-A COUNTIES : BENTON LETTING DATE : 05/24/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1526557 |( 3 ) 35-1817574 |INDIANA RELINE INC |MIDWEST MOLE, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 801-06775 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 133,379.25| $ 199,316.40| $ 221,373.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 133,379.25| $ 199,316.40| $ 221,373.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 811 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,721.74 ROUTE : SR 1 CALL ORDER : 811 CONTRACT ID : M -28694-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 392,502.30 100.0000% ==================================================================================================================================== |( 1 ) 35-1145884 |( ) |( ) |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PATCH AND REHAB ASPHALT PAVEMENT | | | 0001 105-06845 LUMP | 2250.00000 2250.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2250.00000 9000.00| | FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 200.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 80.00000 960.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 18900.00000 18900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 304-07489 3860.000 TON | 87.10000 336206.00| | HMA PATCHING, TYPE A | | | 0010 406-05520 2.000 TON | 485.00000 970.00| | ASPHALT FOR TACK COAT | | | 0011 801-06640 28.000 EACH | 200.00000 5600.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 12950.00000 12950.00| | MAINTAINING TRAFFIC | | | 0013 808-06713 15038.000 LFT | 0.35000 5263.30| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 392,502.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 392,502.30| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 825 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,684,096.78 ROUTE : 90 CALL ORDER : 825 CONTRACT ID : MT-28461-B COUNTIES : LAPORTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1136995 BOWEN ENGINEERING $ 2,295,000.00 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 2,424,151.00 105.6275% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,452,201.00 106.8497% ==================================================================================================================================== |( 1 ) 35-1136995 |( 2 ) 35-1657131 |( 3 ) 35-1035114 |BOWEN ENGINEERING |MICHIANA CONTRACTING INC |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WASTE WATER TREATMENT PLANT | | | 0001 105-08520 4.000 EACH | 275.00000 1100.00| 150.00000 600.00| 200.00000 800.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 60.000 MOS | 165.00000 9900.00| 70.00000 4200.00| 75.00000 4500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 110-01001 LUMP | 114750.00000 114750.00| 118600.00000 118600.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-06587 2.000 ACRE | 3100.00000 6200.00| 11200.00000 22400.00| 4850.00000 9700.00 CLEARING AND GRUBBING | | | 0006 202-91840 375.000 LFT | 11.00000 4125.00| 6.00000 2250.00| 10.00000 3750.00 FENCE, CHAIN LINK, REMOVE | | | 0007 301-07448 50.000 TON | 86.00000 4300.00| 90.00000 4500.00| 22.00000 1100.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 402-07434 25.000 TON | 195.00000 4875.00| 200.00000 5000.00| 190.00000 4750.00 HMA SURFACE, TYPE C | | | 0009 715-97206 LUMP | 1944369.00000 1944369.00| 1987000.00000 1987000.00| 2248000.00000 2248000.00 WASTE WATER TREATMENT PLANT | | | 0010 715-97206 LUMP | 187500.00000 187500.00| 265000.00000 265000.00| 40000.00000 40000.00 WASTE WATER TREATMENT PLANT BUILDING | | | AND CONTENTS REMOVE | | | 0011 805-01842 2.000 EACH | 2820.00000 5640.00| 1050.00000 2100.00| 850.00000 1700.00 HANDHOLE, SIGNAL | | | 0012 805-04973 100.000 LFT | 26.40000 2640.00| 35.00000 3500.00| 24.00000 2400.00 CONDUIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 825 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,684,096.78 ROUTE : 90 CALL ORDER : 825 CONTRACT ID : MT-28461-B COUNTIES : LAPORTE LETTING DATE : 05/24/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1136995 |( 2 ) 35-1657131 |( 3 ) 35-1035114 |BOWEN ENGINEERING |MICHIANA CONTRACTING INC |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 807-04967 750.000 LFT | 7.20000 5400.00| 9.00000 6750.00| 7.00000 5250.00 CABLE FIBRE OBTIC | | | 0014 807-04967 750.000 LFT | 5.60000 4200.00| 3.00000 2250.00| 7.00000 5250.00 CABLE TELEPHONE | | | SECTION TOTALS | $ 2,295,000.00| $ 2,424,151.00| $ 2,452,201.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,295,000.00| $ 2,424,151.00| $ 2,452,201.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -1 LOW BID ITEM ANALYSIS CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 CONTRACT TIME : 12/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 60000AV ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 444,134.75 1 78.9335 100.0000 2 54-1342714 TRI COUNTY BUILDERS CO $ 448,557.25 2 79.7195 100.9958 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 530,571.00 3 94.2953 119.4617 4 35-1875662 CRIDER & CRIDER, INC. $ 532,447.70 4 94.6288 119.8843 5 -EST- ENGINEER'S ESTIMATE $ 562,669.77 5 100.0000 126.6890 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ROAD RECONSTRUCTION AND CURVE CORRECTION 0001 105-06845 1.000 15,200.00000 16,500.00000 16,500.00000 108.5526 CONSTRUCTION ENGINEERING LS 15,200.00 1,300.00 0002 105-07038 10.000 1,600.00000 1,500.00000 15,000.00000 93.7500 FIELD OFFICE, A MOS 16,000.00 -1,000.00 0004 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0005 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0006 110-01001 1.000 32,700.00000 22,000.00000 22,000.00000 67.2783 MOBILIZATION AND DEMOBILIZATION LS 32,700.00 -10,700.00 0007 201-01015 1.000 3,300.00000 9,500.00000 9,500.00000 287.8788 CLEARING AND GRUBBING LS 3,300.00 6,200.00 0008 202-96133 50.000 23.95000 18.00000 900.00000 75.1566 PIPE, REMOVE LFT 1,197.50 -297.50 0009 203-02000 1,720.000 35.00000 14.50000 24,940.00000 41.4286 EXCAVATION, COMMON CYS 60,200.00 -35,260.00 0010 203-02070 1,875.000 35.00000 17.50000 32,812.50000 50.0000 BORROW CYS 65,625.00 -32,812.50 0011 203-02131 150.000 48.82000 35.00000 5,250.00000 71.6919 EXPLORATORY EXCAVATION CYS 7,323.00 -2,073.00 0012 203-96153 15.000 35.78000 39.50000 592.50000 110.3969 BACKFILL, STONE TON 536.70 55.80 0013 205-06931 45.000 45.99000 44.00000 1,980.00000 95.6730 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 2,069.55 -89.55 0014 205-06933 4.000 72.81851 130.00000 520.00000 178.5285 TEMPORARY DITCH INLET PROTECTION EACH 291.27 228.73 0015 205-06937 1,450.000 2.15000 1.50000 2,175.00000 69.7674 TEMPORARY SILT FENCE LFT 3,117.50 -942.50 0016 213-08058 250.000 85.00000 85.00000 21,250.00000 100.0000 FLOWABLE BACKFILL CYS 21,250.00 0.00 0017 301-07448 750.000 30.00000 22.00000 16,500.00000 73.3333 COMPACT AGG, NO. 53, BASE TON 22,500.00 -6,000.00 0018 303-08210 300.000 30.00000 22.00000 6,600.00000 73.3333 COMPACT AGG NO 53, TEMP FOR DRIVEWAYS TON 9,000.00 -2,400.00 0019 304-07490 50.000 86.70000 132.00000 6,600.00000 152.2491 HMA PATCHING, TYPE B TON 4,335.00 2,265.00 0020 306-08042 2,600.000 3.00000 2.75000 7,150.00000 91.6667 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -2 LOW BID ITEM ANALYSIS CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MILLING, SCARIFICATION/PROFILE SYS 7,800.00 -650.00 0021 306-08043 2,600.000 5.00000 2.75000 7,150.00000 55.0000 MILLING, TRANSITION SYS 13,000.00 -5,850.00 0022 306-08432 760.000 6.00000 4.75000 3,610.00000 79.1667 MILLING, APPROACH SYS 4,560.00 -950.00 0026 402-07451 320.000 70.48738 66.00000 21,120.00000 93.6338 HMA, TYPE B, WEDGE AND LEVEL TON 22,555.96 -1,435.96 0027 406-05520 3.000 400.00000 330.00000 990.00000 82.5000 ASPHALT FOR TACK COAT TON 1,200.00 -210.00 0028 605-01870 250.000 50.00000 29.50000 7,375.00000 59.0000 CURB, CONCRETE, A LFT 12,500.00 -5,125.00 0029 610-07487 100.000 90.00000 134.00000 13,400.00000 148.8889 HMA FOR APPROACHES, TYPE B TON 9,000.00 4,400.00 0030 611-06497 3.000 161.88070 193.00000 579.00000 119.2241 MAILBOX ASSEMBLY, SINGLE EACH 485.64 93.36 0031 615-06505 24.000 464.86658 495.00000 11,880.00000 106.4821 MONUMENT, B EACH 11,156.80 723.20 0032 615-06510 1.000 331.52802 385.00000 385.00000 116.1283 MONUMENT, C EACH 331.53 53.47 0033 616-02320 1,400.000 2.75000 3.20000 4,480.00000 116.3636 GEOTEXTILES SYS 3,850.00 630.00 0034 616-06405 195.000 37.00000 22.00000 4,290.00000 59.4595 RIPRAP, REVETMENT TON 7,215.00 -2,925.00 0035 616-06451 1,400.000 32.42389 19.00000 26,600.00000 58.5988 RIPRAP, UNIFORM TON 45,393.45 -18,793.45 0036 621-01004 1.000 695.00000 660.00000 660.00000 94.9640 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 695.00 -35.00 0037 621-06567 8.000 7.00000 20.00000 160.00000 285.7143 WATER kGAL 56.00 104.00 0038 621-06575 325.000 6.80000 13.00000 4,225.00000 191.1765 SODDING, NURSERY SYS 2,210.00 2,015.00 0039 702-90915 10.000 554.40000 350.00000 3,500.00000 63.1313 CONCRETE, A CYS 5,544.00 -2,044.00 0040 715-05119 37.000 31.00000 33.00000 1,221.00000 106.4516 PIPE, TYPE 1, CIRCULAR, 15 IN. LFT 1,147.00 74.00 0041 715-05121 71.000 47.45000 87.50000 6,212.50000 184.4046 PIPE, TYPE 1, CIRCULAR, 18 IN. LFT 3,368.95 2,843.55 0042 715-05151 437.000 43.83417 33.00000 14,421.00000 75.2837 PIPE, TYPE 2, CIRCULAR, 15 IN. LFT 19,155.53 -4,734.53 0043 715-08305 30.000 150.00000 153.00000 4,590.00000 102.0000 HMA FOR STRUCTURE INSTALLATION, TYPE B TON 4,500.00 90.00 0044 715-46010 1.000 422.63000 395.00000 395.00000 93.4624 PIPE END SECTION, 18 IN. EACH 422.63 -27.63 0045 720-45055 2.000 25.00000 1,450.00000 2,900.00000 5800 INLET, M10 EACH 50.00 2,850.00 0046 720-45075 2.000 1,710.59999 1,675.00000 3,350.00000 97.9189 INLET, R13 EACH 3,421.20 -71.20 0047 720-45410 1.000 2,500.00000 3,400.00000 3,400.00000 136.0000 MANHOLE, C4 EACH 2,500.00 900.00 0048 801-04308 3.000 351.74286 182.00000 546.00000 51.7423 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 721 -3 LOW BID ITEM ANALYSIS CALL ORDER : 721 CONTRACT ID : M -28363-A COUNTIES : LAWRENCE LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ ROAD CLOSURE SIGN ASSEMBLY EACH 1,055.23 -509.23 0049 801-06203 200.000 0.95000 1.65000 330.00000 173.6842 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 190.00 140.00 0050 801-06207 145.000 2.31000 1.65000 239.25000 71.4286 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 334.95 -95.70 0051 801-06625 30.000 89.50000 83.00000 2,490.00000 92.7374 DETOUR ROUTE MARKER ASSEMBLY EACH 2,685.00 -195.00 0052 801-06640 20.000 143.00000 165.00000 3,300.00000 115.3846 CONSTRUCTION SIGN, A EACH 2,860.00 440.00 0053 801-06775 1.000 38,500.00000 20,000.00000 20,000.00000 51.9481 MAINTAINING TRAFFIC LS 38,500.00 -18,500.00 0054 801-07118 60.000 18.00000 12.25000 735.00000 68.0556 BARRICADE, III-A LFT 1,080.00 -345.00 0055 801-07119 60.000 16.00000 12.75000 765.00000 79.6875 BARRICADE, III-B LFT 960.00 -195.00 0056 802-05701 34.000 11.92000 15.50000 527.00000 130.0336 SIGN POST, SQUARE, 1, REINFORCED ANCHOR LFT 405.28 121.72 0057 802-76035 18.000 19.44000 27.00000 486.00000 138.8889 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND SFT 349.92 136.08 0058 808-06703 3,725.000 0.35000 0.55000 2,048.75000 157.1429 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 1,303.75 745.00 0059 808-75245 2,825.000 0.40155 0.55000 1,553.75000 136.9691 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 1,134.38 419.37 0060 808-75297 80.000 4.64000 5.25000 420.00000 113.1466 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 371.20 48.80 0061 808-75996 35.000 8.78000 9.00000 315.00000 102.5057 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 307.30 7.70 0062 808-75998 35.000 45.38000 40.00000 1,400.00000 88.1446 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,588.30 -188.30 0063 402-07433 350.000 58.46000 65.00000 22,750.00000 111.1871 HMA SURFACE, TYPE B TON 20,461.00 2,289.00 0064 402-07438 225.000 54.45000 63.50000 14,287.50000 116.6208 HMA INTERMEDIATE, TYPE B TON 12,251.25 2,036.25 0065 402-07441 590.000 48.00000 57.50000 33,925.00000 119.7917 HMA BASE, TYPE B TON 28,320.00 5,605.00 0066 105-08520 1.000 145.00000 250.00000 250.00000 172.4138 CELLULAR TELEPHONE/RADIO EACH 145.00 105.00 0067 105-08521 10.000 160.00000 60.00000 600.00000 37.5000 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,600.00 -1,000.00 0068 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 562,669.77 444,134.75 78.9335 -118,535.02 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 562,669.77 444,134.75 78.9335 -118,535.02 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 731 -1 LOW BID ITEM ANALYSIS CALL ORDER : 731 CONTRACT ID : M -28377-A COUNTIES : WELLS HUNTINGTON LETTING DATE : 05/24/06 CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 20000BH ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 327,383.89 1 100.0000 96.9035 2 35-1139301 E & B PAVING, INC. $ 337,845.21 2 103.1954 100.0000 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 399,506.52 3 122.0300 118.2513 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 106-03289 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ASSURANCE ADJUSTMENT DOL 1.00 0.00 0002 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0003 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0004 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0005 110-01001 1.000 18,531.00000 16,500.00000 16,500.00000 89.0400 MOBILIZATION AND DEMOBILIZATION LS 18,531.00 -2,031.00 0006 202-02260 1.000 800.00000 1,000.00000 1,000.00000 125.0000 TREE, 30 IN, REMOVE EACH 800.00 200.00 0007 202-02772 1.000 457.00000 300.00000 300.00000 65.6455 CASTING, REMOVE EACH 457.00 -157.00 0008 202-91011 1.000 900.00000 1,150.00000 1,150.00000 127.7778 TREE, 36 IN, REMOVE EACH 900.00 250.00 0009 203-90014 7.700 1,950.00000 1,000.00000 7,700.00000 51.2821 LINEAR GRADING STA 15,015.00 -7,315.00 0010 301-07448 455.000 24.20263 5.00000 2,275.00000 20.6589 COMPACT AGG, NO. 53, BASE TON 11,012.20 -8,737.20 0011 303-07449 224.000 38.52000 15.00000 3,360.00000 38.9408 COMPACT AGG, NO. 73 TON 8,628.48 -5,268.48 0012 304-07490 708.000 91.00000 90.00000 63,720.00000 98.9011 HMA PATCHING, TYPE B TON 64,428.00 -708.00 0013 304-07493 510.000 65.45000 60.00000 30,600.00000 91.6730 WIDENING WITH HMA, TYPE B TON 33,379.50 -2,779.50 0014 306-08034 19,065.000 0.36000 0.80000 15,252.00000 222.2222 MILLING, ASPHALT, 1 1/2 IN SYS 6,863.40 8,388.60 0015 306-08432 2,626.000 1.43000 0.01000 26.26000 0.6993 MILLING, APPROACH SYS 3,755.18 -3,728.92 0016 401-07321 1,573.000 42.50000 46.00000 72,358.00000 108.2353 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 66,852.50 5,505.50 0017 402-07451 27.000 41.30000 89.00000 2,403.00000 215.4964 HMA, TYPE B, WEDGE AND LEVEL TON 1,115.10 1,287.90 0018 406-05520 7.000 229.71000 100.00000 700.00000 43.5332 ASPHALT FOR TACK COAT TON 1,607.97 -907.97 0019 604-06070 165.000 53.00000 30.00000 4,950.00000 56.6038 SIDEWALK, CONCRETE SYS 8,745.00 -3,795.00 0020 604-07894 42.000 145.00000 400.00000 16,800.00000 275.8621 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 731 -2 LOW BID ITEM ANALYSIS CALL ORDER : 731 CONTRACT ID : M -28377-A COUNTIES : WELLS HUNTINGTON LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ CURB RAMP, CONCRETE, A SYS 6,090.00 10,710.00 0021 604-07896 99.000 127.00000 150.00000 14,850.00000 118.1102 CURB RAMP, CONCRETE, B SYS 12,573.00 2,277.00 0022 605-06120 375.000 28.00000 20.00000 7,500.00000 71.4286 CURB, CONCRETE LFT 10,500.00 -3,000.00 0023 610-07486 289.000 81.00000 23.00000 6,647.00000 28.3951 HMA FOR APPROACHES, TYPE A TON 23,409.00 -16,762.00 0024 621-06575 218.000 31.09290 5.00000 1,090.00000 16.0808 SODDING, NURSERY SYS 6,778.25 -5,688.25 0025 720-44000 1.000 535.00000 600.00000 600.00000 112.1495 CASTING, ADJUST TO GRADE EACH 535.00 65.00 0026 720-45105 1.000 1,202.00000 3,000.00000 3,000.00000 249.5840 INLET, A2, MODIFIED EACH 1,202.00 1,798.00 0027 801-06203 572.000 0.41000 0.30000 171.60000 73.1707 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 234.52 -62.92 0028 801-06207 572.000 0.84000 0.80000 457.60000 95.2381 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 480.48 -22.88 0029 801-06640 31.000 161.97000 95.50000 2,960.50000 58.9615 CONSTRUCTION SIGN, A EACH 5,021.07 -2,060.57 0030 801-06775 1.000 8,369.00000 50,700.00000 50,700.00000 605.8071 MAINTAINING TRAFFIC LS 8,369.00 42,331.00 0031 801-92448 360.000 4.25000 1.00000 360.00000 23.5294 CONSTRUCTION SIGNS, MOBILE DAY 1,530.00 -1,170.00 0032 802-05701 42.000 11.00000 7.25000 304.50000 65.9091 SIGN POST, SQUARE, 1, REINFORCED ANCHOR LFT 462.00 -157.50 0033 802-91122 4.000 98.31818 150.00000 600.00000 152.5669 SIGN, GROUND MOUNTED, RESET EACH 393.27 206.73 0034 808-06703 4,529.000 0.39000 0.37000 1,675.73000 94.8718 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 1,766.31 -90.58 0035 808-75245 11,236.000 0.13000 0.37000 4,157.32000 284.6154 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 1,460.68 2,696.64 0036 808-75297 112.000 14.39000 6.35000 711.20000 44.1279 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 1,611.68 -900.48 0037 808-75300 532.000 2.50000 2.00000 1,064.00000 80.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 1,330.00 -266.00 0038 808-75996 55.000 4.73000 5.00000 275.00000 105.7082 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 260.15 14.85 0039 808-75998 55.000 23.33000 29.50000 1,622.50000 126.4466 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,283.15 339.35 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 327,383.89 337,845.21 103.1954 10,461.32 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 327,383.89 337,845.21 103.1954 10,461.32 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 741 -1 LOW BID ITEM ANALYSIS CALL ORDER : 741 CONTRACT ID : M -28379-A COUNTIES : WHITLEY WABASH LETTING DATE : 05/24/06 HUNTINGTON CONTRACT TIME : 08/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 20000BK ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1139301 E & B PAVING, INC. $ 248,909.56 1 81.3669 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 305,910.27 2 100.0000 122.9002 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 356,527.02 3 116.5463 143.2356 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 WEDGE AND LEVEL 0001 105-08520 1.000 140.00000 50.00000 50.00000 35.7143 CELLULAR TELEPHONE/RADIO EACH 140.00 -90.00 0002 105-08521 3.000 100.00000 50.00000 150.00000 50.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 300.00 -150.00 0003 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0004 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0005 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0006 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0007 110-01001 1.000 15,000.00000 12,000.00000 12,000.00000 80.0000 MOBILIZATION AND DEMOBILIZATION LS 15,000.00 -3,000.00 0008 303-07449 150.000 23.52000 26.00000 3,900.00000 110.5442 COMPACT AGG, NO. 73 TON 3,528.00 372.00 0009 304-07491 100.000 140.00000 50.00000 5,000.00000 35.7143 HMA PATCHING, TYPE C TON 14,000.00 -9,000.00 0010 306-08034 2,889.000 0.60000 2.50000 7,222.50000 416.6667 MILLING, ASPHALT, 1 1/2 IN SYS 1,733.40 5,489.10 0011 306-08043 22,000.000 6.50000 0.20000 4,400.00000 3.0769 MILLING, TRANSITION SYS 143,000.00 -138,600.00 0012 402-07452 2,364.000 40.00000 75.00000 177,300.00000 187.5000 HMA, TYPE C, WEDGE AND LEVEL TON 94,560.00 82,740.00 0013 406-05520 8.000 220.00000 100.00000 800.00000 45.4545 ASPHALT FOR TACK COAT TON 1,760.00 -960.00 0014 610-07486 75.000 77.56800 80.00000 6,000.00000 103.1353 HMA FOR APPROACHES, TYPE A TON 5,817.60 182.40 0015 801-06203 2,600.000 0.40000 0.01000 26.00000 2.5000 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 1,040.00 -1,014.00 0016 801-06207 2,600.000 1.00000 0.80000 2,080.00000 80.0000 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 2,600.00 -520.00 0017 801-06775 1.000 9,000.00000 14,400.00000 14,400.00000 160.0000 MAINTAINING TRAFFIC LS 9,000.00 5,400.00 0018 801-92448 35.000 9.00000 1.00000 35.00000 11.1111 CONSTRUCTION SIGNS, MOBILE DAY 315.00 -280.00 0019 808-06711 215.000 0.15000 0.18000 38.70000 120.0000 LINE, PAINT, BROKEN, WHITE, 4 IN. LFT 32.25 6.45 0020 808-06712 1,270.000 0.15000 0.18000 228.60000 120.0000 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 741 -2 LOW BID ITEM ANALYSIS CALL ORDER : 741 CONTRACT ID : M -28379-A COUNTIES : WHITLEY WABASH LETTING DATE : 05/24/06 HUNTINGTON ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 190.50 38.10 0021 808-06713 20,528.000 0.20000 0.18000 3,695.04000 90.0000 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 4,105.60 -410.56 0022 808-06714 13,354.000 0.20000 0.18000 2,403.72000 90.0000 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 2,670.80 -267.08 0023 808-75297 64.000 3.00000 15.00000 960.00000 500.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 192.00 768.00 0024 808-75300 70.000 0.80000 4.00000 280.00000 500.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 56.00 224.00 0025 808-75320 1.000 70.00000 175.00000 175.00000 250.0000 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 70.00 105.00 0026 808-75325 1.000 76.00000 250.00000 250.00000 328.9474 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 76.00 174.00 0027 808-75340 2.000 533.00000 415.00000 830.00000 77.8612 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC EACH 1,066.00 -236.00 0028 808-75996 61.000 8.00000 6.00000 366.00000 75.0000 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 488.00 -122.00 0029 808-75998 61.000 30.00000 75.00000 4,575.00000 250.0000 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,830.00 2,745.00 0030 306-08432 840.000 2.75000 2.00000 1,680.00000 72.7273 MILLING, APPROACH SYS 2,310.00 -630.00 0031 801-06710 2.000 12.56000 30.00000 60.00000 238.8535 FLASHING ARROW SIGN DAY 25.12 34.88 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 305,910.27 248,909.56 81.3669 -57,000.71 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 305,910.27 248,909.56 81.3669 -57,000.71 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 751 -1 LOW BID ITEM ANALYSIS CALL ORDER : 751 CONTRACT ID : M -28465-A COUNTIES : JACKSON LETTING DATE : 05/24/06 CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 993600G ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 248,057.50 1 83.3809 100.0000 2 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 266,000.00 2 89.4120 107.2332 3 -EST- ENGINEER'S ESTIMATE $ 297,499.19 3 100.0000 119.9315 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-07038 4.000 1,600.00000 1,500.00000 6,000.00000 93.7500 FIELD OFFICE, A MOS 6,400.00 -400.00 0002 110-01001 1.000 13,440.00000 5,000.00000 5,000.00000 37.2024 MOBILIZATION AND DEMOBILIZATION LS 13,440.00 -8,440.00 0003 304-07490 100.000 87.00000 150.00000 15,000.00000 172.4138 HMA PATCHING, TYPE B TON 8,700.00 6,300.00 0005 306-08043 213.000 2.17000 10.00000 2,130.00000 460.8295 MILLING, TRANSITION SYS 462.21 1,667.79 0006 306-08432 98.000 1.86000 10.00000 980.00000 537.6344 MILLING, APPROACH SYS 182.28 797.72 0007 402-07433 2,511.000 88.00000 65.00000 163,215.00000 73.8636 HMA SURFACE, TYPE B TON 220,968.00 -57,753.00 0008 402-07451 450.000 61.50000 100.00000 45,000.00000 162.6016 HMA, TYPE B, WEDGE AND LEVEL TON 27,675.00 17,325.00 0009 406-05520 10.130 290.00000 250.00000 2,532.50000 86.2069 ASPHALT FOR TACK COAT TON 2,937.70 -405.20 0010 801-06640 6.000 189.00000 200.00000 1,200.00000 105.8201 CONSTRUCTION SIGN, A EACH 1,134.00 66.00 0011 801-06775 1.000 15,600.00000 7,000.00000 7,000.00000 44.8718 MAINTAINING TRAFFIC LS 15,600.00 -8,600.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 297,499.19 248,057.50 83.3809 -49,441.69 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 297,499.19 248,057.50 83.3809 -49,441.69 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 761 -1 LOW BID ITEM ANALYSIS CALL ORDER : 761 CONTRACT ID : M -28565-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 50000BD ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1643252 C-TECH CORPORATION, INC. $ 415,621.13 1 62.4450 100.0000 2 35-0821499 DREW, JAMES H. CORPORATION $ 607,409.00 2 91.2602 146.1449 3 -EST- ENGINEER'S ESTIMATE $ 665,579.45 3 100.0000 160.1409 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 GUARDRAIL MAINTENANCE 0001 105-07038 6.000 1,600.00000 1,800.00000 10,800.00000 112.5000 FIELD OFFICE, A MOS 9,600.00 1,200.00 0002 110-01001 1.000 30,720.00000 22,500.00000 22,500.00000 73.2422 MOBILIZATION AND DEMOBILIZATION LS 30,720.00 -8,220.00 0003 202-02241 9,142.500 3.72000 2.00000 18,285.00000 53.7634 GUARDRAIL, REMOVE LFT 34,010.10 -15,725.10 0004 202-93741 87.000 165.00000 112.00000 9,744.00000 67.8788 GUARD RAIL END TREATMENT, REMOVE EACH 14,355.00 -4,611.00 0005 202-95027 4.000 1,900.00000 400.00000 1,600.00000 21.0526 IMPACT ATTENUATOR, REMOVE EACH 7,600.00 -6,000.00 0006 601-01522 1.000 1,980.00000 1,585.00000 1,585.00000 80.0505 GUARDRAIL TRANSITION TYPE TGB EACH 1,980.00 -395.00 0007 601-01700 8.000 1,960.00000 1,615.00000 12,920.00000 82.3980 GUARDRAIL TERMINAL SYS, W BEAM, CURVED,1 EACH 15,680.00 -2,760.00 0008 601-02103 290.000 24.70000 18.05000 5,234.50000 73.0769 GUARDRAIL,W BM,SHP CURVE,6 FT 3 IN SPACE LFT 7,163.00 -1,928.50 0009 601-05999 15.000 46.95000 45.00000 675.00000 95.8466 CURVED TERMINAL END EACH 704.25 -29.25 0010 601-06234 4.000 30,000.00000 9,355.00000 37,420.00000 31.1833 IMPACT ATTENUATOR, R1, W1, TL-2 EACH 120,000.00 -82,580.00 0011 601-06854 2.000 3,500.00000 2,350.00000 4,700.00000 67.1429 GUARDRAIL, W-BEAM, NESTED EACH 7,000.00 -2,300.00 0012 601-52501 121.000 200.00000 55.00000 6,655.00000 27.5000 GUARDRAIL POST EACH 24,200.00 -17,545.00 0013 601-62540 200.000 20.00000 17.50000 3,500.00000 87.5000 GUARDRAIL POST, PLUMB EACH 4,000.00 -500.00 0014 601-94689 64.000 2,890.00000 1,930.00000 123,520.00000 66.7820 GUARDRAIL END TREATMENT, OS EACH 184,960.00 -61,440.00 0015 601-99105 9,027.500 18.44000 13.55000 122,322.63000 73.4816 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 166,467.10 -44,144.47 0016 611-08232 1.000 280.00000 110.00000 110.00000 39.2857 MAILBOX ASSEMBLY, SINGLE, RESET EACH 280.00 -170.00 0017 616-06401 30.000 34.00000 35.00000 1,050.00000 102.9412 RIPRAP, DUMPED TON 1,020.00 30.00 0018 801-06775 1.000 35,840.00000 33,000.00000 33,000.00000 92.0759 MAINTAINING TRAFFIC LS 35,840.00 -2,840.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 665,579.45 415,621.13 62.4450 -249,958.32 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 761 -2 LOW BID ITEM ANALYSIS CALL ORDER : 761 CONTRACT ID : M -28565-A COUNTIES : VARIOUS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 665,579.45 415,621.13 62.4450 -249,958.32 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 765 -1 LOW BID ITEM ANALYSIS CALL ORDER : 765 CONTRACT ID : M -28598-B COUNTIES : SHELBY LETTING DATE : 05/24/06 CONTRACT TIME : 09/13/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000CA ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 151,010.34 1 100.0000 95.9009 2 35-1128289 BEATY CONSTRUCTION, INC. $ 157,465.00 2 104.2743 100.0000 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 DRAINAGE DITCH CORRECTION 0001 105-06845 1.000 754.65000 4,000.00000 4,000.00000 530.0470 CONSTRUCTION ENGINEERING LS 754.65 3,245.35 0002 105-07038 4.000 1,600.00000 1,200.00000 4,800.00000 75.0000 FIELD OFFICE, A MOS 6,400.00 -1,600.00 0003 110-01001 1.000 8,580.00000 6,000.00000 6,000.00000 69.9301 MOBILIZATION AND DEMOBILIZATION LS 8,580.00 -2,580.00 0004 201-52370 1.000 500.00000 1,590.00000 1,590.00000 318.0000 CLEARING RIGHT OF WAY LS 500.00 1,090.00 0005 201-90788 1.000 1,000.00000 2,000.00000 2,000.00000 200.0000 DEBRIS, REMOVE LS 1,000.00 1,000.00 0006 202-51328 1.000 2,500.00000 6,200.00000 6,200.00000 248.0000 PRESENT STRUCTURE, REMOVE PORTIONS LS 2,500.00 3,700.00 0007 203-02000 300.000 31.00000 28.00000 8,400.00000 90.3226 EXCAVATION, COMMON CYS 9,300.00 -900.00 0008 203-02070 110.000 50.00000 28.00000 3,080.00000 56.0000 BORROW CYS 5,500.00 -2,420.00 0009 205-06932 50.000 9.65000 4.75000 237.50000 49.2228 TEMPORARY CHECK DAM, STRAW BALES LFT 482.50 -245.00 0010 207-08266 1,075.000 5.28000 8.40000 9,030.00000 159.0909 SUBGRADE TREATMENT, TYPE III SYS 5,676.00 3,354.00 0011 303-01180 500.000 38.00000 21.00000 10,500.00000 55.2632 COMPACT AGG, NO. 53 TON 19,000.00 -8,500.00 0012 304-07490 7.000 105.00000 305.00000 2,135.00000 290.4762 HMA PATCHING, TYPE B TON 735.00 1,400.00 0013 402-07433 55.000 100.00000 160.00000 8,800.00000 160.0000 HMA SURFACE, TYPE B TON 5,500.00 3,300.00 0014 402-07438 160.000 95.00000 90.00000 14,400.00000 94.7368 HMA INTERMEDIATE, TYPE B TON 15,200.00 -800.00 0015 406-05520 0.400 275.00000 590.00000 236.00000 214.5455 ASPHALT FOR TACK COAT TON 110.00 126.00 0016 601-01522 4.000 1,890.00000 2,075.00000 8,300.00000 109.7884 GUARDRAIL TRANSITION TYPE TGB EACH 7,560.00 740.00 0017 601-94689 4.000 3,000.00000 2,500.00000 10,000.00000 83.3333 GUARDRAIL END TREATMENT, OS EACH 12,000.00 -2,000.00 0018 601-99105 675.000 17.00000 16.75000 11,306.25000 98.5294 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 11,475.00 -168.75 0019 602-06729 4.000 25.00000 6.00000 24.00000 24.0000 BARRIER DELINEATOR EACH 100.00 -76.00 0020 611-06497 2.000 110.00000 250.00000 500.00000 227.2727 MAILBOX ASSEMBLY, SINGLE EACH 220.00 280.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 765 -2 LOW BID ITEM ANALYSIS CALL ORDER : 765 CONTRACT ID : M -28598-B COUNTIES : SHELBY LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0021 616-02320 120.000 5.38571 2.25000 270.00000 41.7769 GEOTEXTILES SYS 646.29 -376.29 0022 616-06405 80.000 30.00000 85.00000 6,800.00000 283.3333 RIPRAP, REVETMENT TON 2,400.00 4,400.00 0023 621-01004 1.000 500.00000 425.00000 425.00000 85.0000 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 500.00 -75.00 0024 621-06559 850.000 1.53877 0.85000 722.50000 55.2391 MULCHED SEEDING, R SYS 1,307.95 -585.45 0025 702-51863 38.000 12.50000 10.50000 399.00000 84.0000 FIELD DRILLED HOLE IN CONCRETE EACH 475.00 -76.00 0026 703-51032 679.000 1.20000 1.50000 1,018.50000 125.0000 REINFORCING STEEL, EPOXY COATED LBS 814.80 203.70 0027 706-51020 6.100 600.00000 1,800.00000 10,980.00000 300.0000 CONCRETE, C, RAILING CYS 3,660.00 7,320.00 0028 801-06207 110.000 4.00000 3.50000 385.00000 87.5000 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 440.00 -55.00 0029 801-06640 26.000 142.65000 160.00000 4,160.00000 112.1626 CONSTRUCTION SIGN, A EACH 3,708.90 451.10 0030 801-06775 1.000 10,000.00000 10,175.00000 10,175.00000 101.7500 MAINTAINING TRAFFIC LS 10,000.00 175.00 0031 801-08400 340.000 35.00000 20.00000 6,800.00000 57.1429 TEMPORARY TRAFFIC BARRIER, TYPE 1 LFT 11,900.00 -5,100.00 0032 804-06725 10.000 120.00000 60.00000 600.00000 50.0000 DELINEATOR WITH POST, D1, 3 IN. DIA EACH 1,200.00 -600.00 0033 808-06712 275.000 0.75000 1.15000 316.25000 153.3333 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 206.25 110.00 0034 808-06713 2,200.000 0.39000 1.15000 2,530.00000 294.8718 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 858.00 1,672.00 0035 808-06716 300.000 1.00000 1.15000 345.00000 115.0000 LINE, REMOVE LFT 300.00 45.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 151,010.34 157,465.00 104.2743 6,454.66 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 151,010.34 157,465.00 104.2743 6,454.66 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 769 -1 LOW BID ITEM ANALYSIS CALL ORDER : 769 CONTRACT ID : M -28619-B COUNTIES : VARIOUS LETTING DATE : 05/24/06 CONTRACT TIME : 08/04/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000CC ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 196,072.60 1 100.0000 98.6281 2 35-1139301 E & B PAVING, INC. $ 198,800.00 2 101.3910 100.0000 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 INSTITUTION AND PARK ROAD MAINTENANCE 0001 110-01001 1.000 11,400.00000 9,900.00000 9,900.00000 86.8421 MOBILIZATION AND DEMOBILIZATION LS 11,400.00 -1,500.00 0002 202-02771 1.000 2,000.00000 3,500.00000 3,500.00000 175.0000 CONCRETE APRON, REMOVE EACH 2,000.00 1,500.00 0003 203-02000 454.500 31.00000 32.00000 14,544.00000 103.2258 EXCAVATION, COMMON CYS 14,089.50 454.50 0004 203-02070 135.000 50.00000 48.00000 6,480.00000 96.0000 BORROW CYS 6,750.00 -270.00 0005 303-01180 200.500 35.00000 26.00000 5,213.00000 74.2857 COMPACT AGG, NO. 53 TON 7,017.50 -1,804.50 0006 304-07489 14.700 100.00000 130.00000 1,911.00000 130.0000 HMA PATCHING, TYPE A TON 1,470.00 441.00 0007 306-08043 1,760.000 6.01000 7.00000 12,320.00000 116.4725 MILLING, TRANSITION SYS 10,577.60 1,742.40 0008 306-08432 32.000 5.00000 7.00000 224.00000 140.0000 MILLING, APPROACH SYS 160.00 64.00 0009 402-07432 574.000 85.00000 95.00000 54,530.00000 111.7647 HMA SURFACE, TYPE A TON 48,790.00 5,740.00 0010 402-07435 395.500 85.00000 82.00000 32,431.00000 96.4706 HMA INTERMEDIATE, TYPE A TON 33,617.50 -1,186.50 0011 402-07440 152.500 85.00000 76.00000 11,590.00000 89.4118 HMA BASE, TYPE A TON 12,962.50 -1,372.50 0012 406-05520 2.500 275.00000 300.00000 750.00000 109.0909 ASPHALT FOR TACK COAT TON 687.50 62.50 0013 604-06070 378.000 56.00000 30.00000 11,340.00000 53.5714 SIDEWALK, CONCRETE SYS 21,168.00 -9,828.00 0014 621-01004 1.000 625.76000 300.00000 300.00000 47.9417 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 625.76 -325.76 0015 621-06559 343.000 1.18000 3.00000 1,029.00000 254.2373 MULCHED SEEDING, R SYS 404.74 624.26 0016 715-05118 7.000 47.00000 66.00000 462.00000 140.4255 PIPE, TYPE 1, CIRCULAR, 12 IN. LFT 329.00 133.00 0017 715-05128 11.000 92.00000 196.00000 2,156.00000 213.0435 PIPE, TYPE 1, CIRCULAR, 48 IN. LFT 1,012.00 1,144.00 0018 720-44000 3.000 437.00000 240.00000 720.00000 54.9199 CASTING, ADJUST TO GRADE EACH 1,311.00 -591.00 0019 725-06859 56.000 150.00000 275.00000 15,400.00000 183.3333 PIPE LINER, THERMOPLASTIC, 48 IN. LFT 8,400.00 7,000.00 0020 801-06775 1.000 13,300.00000 14,000.00000 14,000.00000 105.2632 MAINTAINING TRAFFIC LS 13,300.00 700.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 769 -2 LOW BID ITEM ANALYSIS CALL ORDER : 769 CONTRACT ID : M -28619-B COUNTIES : VARIOUS LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------- SECTION 0001 SUBTOTAL 196,072.60 198,800.00 101.3910 2,727.40 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 196,072.60 198,800.00 101.3910 2,727.40 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -1 LOW BID ITEM ANALYSIS CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000CD ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2064912 B & P CONSTRUCTION $ 122,538.00 1 89.3969 100.0000 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 128,510.00 2 93.7538 104.8736 3 90-0177865 HIS CONSTRUCTORS LLC $ 134,396.00 3 98.0479 109.6770 4 -EST- ENGINEER'S ESTIMATE $ 137,071.82 4 100.0000 111.8607 5 35-1128289 BEATY CONSTRUCTION, INC. $ 145,688.82 5 106.2865 118.8928 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SMALL STRUCTURE REPLACEMENT 0001 105-06845 1.000 963.99940 4,600.00000 4,600.00000 477.1784 CONSTRUCTION ENGINEERING LS 964.00 3,636.00 0002 105-07039 4.000 2,200.00000 1,300.00000 5,200.00000 59.0909 FIELD OFFICE, B MOS 8,800.00 -3,600.00 0003 105-08520 2.000 70.00000 400.00000 800.00000 571.4286 CELLULAR TELEPHONE/RADIO EACH 140.00 660.00 0004 105-08521 8.000 100.00000 300.00000 2,400.00000 300.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 800.00 1,600.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 110-01001 1.000 7,910.00000 5,200.00000 5,200.00000 65.7396 MOBILIZATION AND DEMOBILIZATION LS 7,910.00 -2,710.00 0007 202-02241 200.000 6.50000 1.00000 200.00000 15.3846 GUARDRAIL, REMOVE LFT 1,300.00 -1,100.00 0008 202-51330 1.000 5,000.00000 14,120.00000 14,120.00000 282.4000 PRESENT STRUCTURE, REMOVE LS 5,000.00 9,120.00 0009 203-02000 45.000 31.00000 25.00000 1,125.00000 80.6452 EXCAVATION, COMMON CYS 1,395.00 -270.00 0010 203-02070 200.000 50.00000 12.00000 2,400.00000 24.0000 BORROW CYS 10,000.00 -7,600.00 0011 205-06932 50.000 9.65000 5.00000 250.00000 51.8135 TEMPORARY CHECK DAM, STRAW BALES LFT 482.50 -232.50 0012 303-01180 75.000 40.00000 17.00000 1,275.00000 42.5000 COMPACT AGG, NO. 53 TON 3,000.00 -1,725.00 0013 303-60012 220.000 35.00000 16.25000 3,575.00000 46.4286 AGGREGATE, 2 TON 7,700.00 -4,125.00 0014 303-94433 70.000 38.00000 15.00000 1,050.00000 39.4737 AGGREGATE, 12 CYS 2,660.00 -1,610.00 0015 601-06854 2.000 2,750.00000 3,500.00000 7,000.00000 127.2727 GUARDRAIL, W-BEAM, NESTED EACH 5,500.00 1,500.00 0016 601-92948 50.000 10.00000 5.00000 250.00000 50.0000 GUARDRAIL, ADJUST HEIGHT LFT 500.00 -250.00 0017 601-99132 2.000 250.00000 150.00000 300.00000 60.0000 GUARDRAIL TRANSITION, VH, 6 FT 3 IN EACH 500.00 -200.00 0018 616-02320 710.000 3.00000 1.70000 1,207.00000 56.6667 GEOTEXTILES SYS 2,130.00 -923.00 0019 616-05688 55.000 42.00000 33.00000 1,815.00000 78.5714 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 771 -2 LOW BID ITEM ANALYSIS CALL ORDER : 771 CONTRACT ID : M -28620-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ RIPRAP, CLASS 1 TON 2,310.00 -495.00 0020 616-06405 181.000 32.00000 20.00000 3,620.00000 62.5000 RIPRAP, REVETMENT TON 5,792.00 -2,172.00 0021 621-01004 1.000 500.00000 400.00000 400.00000 80.0000 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 500.00 -100.00 0022 621-06559 720.000 1.00000 1.00000 720.00000 100.0000 MULCHED SEEDING, R SYS 720.00 0.00 0023 621-06570 43.000 15.00000 25.00000 1,075.00000 166.6667 TOP SOIL CYS 645.00 430.00 0024 714-03028 71.000 650.00000 545.00000 38,695.00000 83.8462 CULVERT, PRECAST BOX, REINF.CONC.,9FTX6F LFT 46,150.00 -7,455.00 0025 715-08305 50.000 75.00000 236.00000 11,800.00000 314.6667 HMA FOR STRUCTURE INSTALLATION, TYPE B TON 3,750.00 8,050.00 0026 801-04308 4.000 340.00000 160.00000 640.00000 47.0588 ROAD CLOSURE SIGN ASSEMBLY EACH 1,360.00 -720.00 0027 801-06207 30.000 4.00000 0.10000 3.00000 2.5000 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 120.00 -117.00 0028 801-06625 42.000 102.00000 80.00000 3,360.00000 78.4314 DETOUR ROUTE MARKER ASSEMBLY EACH 4,284.00 -924.00 0029 801-06640 14.000 156.00000 120.00000 1,680.00000 76.9231 CONSTRUCTION SIGN, A EACH 2,184.00 -504.00 0030 801-06775 1.000 7,600.00000 5,500.00000 5,500.00000 72.3684 MAINTAINING TRAFFIC LS 7,600.00 -2,100.00 0031 801-07118 120.000 14.60000 8.50000 1,020.00000 58.2192 BARRICADE, III-A LFT 1,752.00 -732.00 0032 801-07119 48.000 17.34000 9.00000 432.00000 51.9031 BARRICADE, III-B LFT 832.32 -400.32 0033 808-06712 50.000 1.20000 1.50000 75.00000 125.0000 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 60.00 15.00 0034 808-06713 400.000 0.40000 1.25000 500.00000 312.5000 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 160.00 340.00 0035 808-06714 200.000 0.35000 1.25000 250.00000 357.1429 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 70.00 180.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 137,071.82 122,538.00 89.3969 -14,533.82 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 137,071.82 122,538.00 89.3969 -14,533.82 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 785 -1 LOW BID ITEM ANALYSIS CALL ORDER : 785 CONTRACT ID : M -28643-B COUNTIES : MONROE LETTING DATE : 05/24/06 CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 995300G ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 448,494.00 1 74.5300 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 601,763.04 2 100.0000 134.1742 35-1418333 ROGERS GROUP, INC. IRREGULAR ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-07038 3.000 1,600.00000 1,200.00000 3,600.00000 75.0000 FIELD OFFICE, A MOS 4,800.00 -1,200.00 0002 110-01001 1.000 33,000.00000 9,000.00000 9,000.00000 27.2727 MOBILIZATION AND DEMOBILIZATION LS 33,000.00 -24,000.00 0003 303-01180 86.500 35.00000 20.00000 1,730.00000 57.1429 COMPACT AGG, NO. 53 TON 3,027.50 -1,297.50 0004 304-07491 200.000 100.00000 70.00000 14,000.00000 70.0000 HMA PATCHING, TYPE C TON 20,000.00 -6,000.00 0005 306-08043 500.000 6.01000 4.00000 2,000.00000 66.5557 MILLING, TRANSITION SYS 3,005.00 -1,005.00 0006 306-08432 2,200.000 4.50000 4.00000 8,800.00000 88.8889 MILLING, APPROACH SYS 9,900.00 -1,100.00 0007 402-07434 7,442.000 62.00000 52.00000 386,984.00000 83.8710 HMA SURFACE, TYPE C TON 461,404.00 -74,420.00 0008 402-07452 200.000 76.00000 57.00000 11,400.00000 75.0000 HMA, TYPE C, WEDGE AND LEVEL TON 15,200.00 -3,800.00 0009 406-05520 25.500 250.00000 180.00000 4,590.00000 72.0000 ASPHALT FOR TACK COAT TON 6,375.00 -1,785.00 0010 720-44000 1.000 671.54000 400.00000 400.00000 59.5646 CASTING, ADJUST TO GRADE EACH 671.54 -271.54 0011 801-06640 12.000 145.00000 150.00000 1,800.00000 103.4483 CONSTRUCTION SIGN, A EACH 1,740.00 60.00 0012 801-06775 1.000 42,000.00000 3,900.00000 3,900.00000 9.2857 MAINTAINING TRAFFIC LS 42,000.00 -38,100.00 0013 808-04767 200.000 1.85000 1.00000 200.00000 54.0541 LINE LFT 370.00 -170.00 0014 808-97222 3.000 90.00000 30.00000 90.00000 33.3333 PAVEMENT MESSAGE MARKINGS, PAINT, HANDIC EACH 270.00 -180.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 601,763.04 448,494.00 74.5300 -153,269.04 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 601,763.04 448,494.00 74.5300 -153,269.04 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 791 -1 LOW BID ITEM ANALYSIS CALL ORDER : 791 CONTRACT ID : M -28660-A COUNTIES : MARION HENDRICKS LETTING DATE : 05/24/06 BOONE CONTRACT TIME : 08/04/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000CF ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 110,781.00 1 94.5360 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 117,183.97 2 100.0000 105.7798 3 35-0918397 RIETH RILEY CONSTRUCTION $ 177,471.00 3 151.4465 160.1999 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SHOULDER REHABILITATION AND REPAIR 0001 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0002 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0003 110-01001 1.000 6,583.00000 12,500.00000 12,500.00000 189.8830 MOBILIZATION AND DEMOBILIZATION LS 6,583.00 5,917.00 0004 303-01180 3,400.000 28.00000 22.00000 74,800.00000 78.5714 COMPACT AGG, NO. 53 TON 95,200.00 -20,400.00 0005 801-06640 36.000 164.00000 89.00000 3,204.00000 54.2683 CONSTRUCTION SIGN, A EACH 5,904.00 -2,700.00 0006 801-06710 45.000 35.16600 30.00000 1,350.00000 85.3097 FLASHING ARROW SIGN DAY 1,582.47 -232.47 0007 801-06775 1.000 7,200.00000 16,000.00000 16,000.00000 222.2222 MAINTAINING TRAFFIC LS 7,200.00 8,800.00 0008 801-07215 15.000 47.50000 195.00000 2,925.00000 410.5263 TEMP CHANGEABLE MESSAGE SIGN DAY 712.50 2,212.50 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 117,183.97 110,781.00 94.5360 -6,402.97 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 117,183.97 110,781.00 94.5360 -6,402.97 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 801 -1 LOW BID ITEM ANALYSIS CALL ORDER : 801 CONTRACT ID : M -28675-A COUNTIES : BENTON LETTING DATE : 05/24/06 CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 10000BZ ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2097364 INDIANA RELINE INC $ 133,379.25 1 65.7569 100.0000 2 35-1526557 MIDWEST MOLE, INC. $ 199,316.40 2 98.2643 149.4358 3 -EST- ENGINEER'S ESTIMATE $ 202,836.96 3 100.0000 152.0753 4 35-1817574 YARDBERRY LANDSCAPE $ 221,373.00 4 109.1384 165.9726 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 PIPE STRUCTURE SLIP LINE 0001 105-06845 1.000 7,500.00000 2,500.00000 2,500.00000 33.3333 CONSTRUCTION ENGINEERING LS 7,500.00 -5,000.00 0002 106-03289 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ASSURANCE ADJUSTMENT DOL 1.00 0.00 0003 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0004 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0005 110-01001 1.000 8,700.00000 5,000.00000 5,000.00000 57.4713 MOBILIZATION AND DEMOBILIZATION LS 8,700.00 -3,700.00 0006 201-52370 1.000 13,000.00000 2,000.00000 2,000.00000 15.3846 CLEARING RIGHT OF WAY LS 13,000.00 -11,000.00 0007 621-06559 600.000 2.00000 2.50000 1,500.00000 125.0000 MULCHED SEEDING, R SYS 1,200.00 300.00 0008 725-06861 260.000 312.00000 209.30000 54,418.00000 67.0833 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT LFT 81,120.00 -26,702.00 0009 725-06862 185.000 404.00000 323.45000 59,838.25000 80.0619 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT LFT 74,740.00 -14,901.75 0010 801-03290 2.000 206.98000 100.00000 200.00000 48.3138 CONSTRUCTION SIGN, C EACH 413.96 -213.96 0011 801-06640 28.000 220.00000 140.00000 3,920.00000 63.6364 CONSTRUCTION SIGN, A EACH 6,160.00 -2,240.00 0012 801-06775 1.000 10,000.00000 4,000.00000 4,000.00000 40.0000 MAINTAINING TRAFFIC LS 10,000.00 -6,000.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 202,836.96 133,379.25 65.7569 -69,457.71 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 202,836.96 133,379.25 65.7569 -69,457.71 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 811 -1 LOW BID ITEM ANALYSIS CALL ORDER : 811 CONTRACT ID : M -28694-A COUNTIES : RANDOLPH LETTING DATE : 05/24/06 CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000CG ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 386,721.74 1 100.0000 98.5273 2 35-1145884 L I C A CONSTRUCTION $ 392,502.30 2 101.4948 100.0000 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 PATCH AND REHAB ASPHALT PAVEMENT 0001 105-06845 1.000 6,999.00000 2,250.00000 2,250.00000 32.1474 CONSTRUCTION ENGINEERING LS 6,999.00 -4,749.00 0002 105-07039 4.000 2,200.00000 2,250.00000 9,000.00000 102.2727 FIELD OFFICE, B MOS 8,800.00 200.00 0003 105-08520 2.000 145.00000 200.00000 400.00000 137.9310 CELLULAR TELEPHONE/RADIO EACH 290.00 110.00 0004 105-08521 12.000 225.00000 80.00000 960.00000 35.5556 CELLULAR TELEPHONE/RADIO SERVICE MOS 2,700.00 -1,740.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0007 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0008 110-01001 1.000 25,625.00000 18,900.00000 18,900.00000 73.7561 MOBILIZATION AND DEMOBILIZATION LS 25,625.00 -6,725.00 0009 304-07489 3,860.000 79.00000 87.10000 336,206.00000 110.2532 HMA PATCHING, TYPE A TON 304,940.00 31,266.00 0010 406-05520 2.000 375.00000 485.00000 970.00000 129.3333 ASPHALT FOR TACK COAT TON 750.00 220.00 0011 801-06640 28.000 139.50000 200.00000 5,600.00000 143.3692 CONSTRUCTION SIGN, A EACH 3,906.00 1,694.00 0012 801-06775 1.000 29,250.00000 12,950.00000 12,950.00000 44.2735 MAINTAINING TRAFFIC LS 29,250.00 -16,300.00 0013 808-06713 15,038.000 0.23000 0.35000 5,263.30000 152.1739 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 3,458.74 1,804.56 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 386,721.74 392,502.30 101.4948 5,780.56 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 386,721.74 392,502.30 101.4948 5,780.56 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/06 PAGE : 825 -1 LOW BID ITEM ANALYSIS CALL ORDER : 825 CONTRACT ID : MT-28461-B COUNTIES : LAPORTE LETTING DATE : 05/24/06 CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : N/A ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1136995 BOWEN ENGINEERING $ 2,295,000.00 1 85.5036 100.0000 2 35-1657131 MICHIANA CONTRACTING INC $ 2,424,151.00 2 90.3153 105.6275 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,452,201.00 3 91.3604 106.8497 4 -EST- ENGINEER'S ESTIMATE $ 2,684,096.78 4 100.0000 116.9541 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 WASTE WATER TREATMENT PLANT 0001 105-08520 4.000 100.00000 275.00000 1,100.00000 275.0000 CELLULAR TELEPHONE/RADIO EACH 400.00 700.00 0002 105-08521 60.000 125.00000 165.00000 9,900.00000 132.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 7,500.00 2,400.00 0003 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0004 110-01001 1.000 150,000.00000 114,750.00000 114,750.00000 76.5000 MOBILIZATION AND DEMOBILIZATION LS 150,000.00 -35,250.00 0005 201-06587 2.000 6,800.00000 3,100.00000 6,200.00000 45.5882 CLEARING AND GRUBBING ACRE 13,600.00 -7,400.00 0006 202-91840 375.000 3.90000 11.00000 4,125.00000 282.0513 FENCE, CHAIN LINK, REMOVE LFT 1,462.50 2,662.50 0007 301-07448 50.000 38.00000 86.00000 4,300.00000 226.3158 COMPACT AGG, NO. 53, BASE TON 1,900.00 2,400.00 0008 402-07434 25.000 100.00000 195.00000 4,875.00000 195.0000 HMA SURFACE, TYPE C TON 2,500.00 2,375.00 0009 715-97206 1.000 2,300,000.00000 1,944,369.00000 1,944,369.00000 84.5378 WASTE WATER TREATMENT PLANT LS 2,300,000.00 -355,631.00 0010 715-97206 1.000 190,000.00000 187,500.00000 187,500.00000 98.6842 WASTE WATER TREATMENT PLANT LS 190,000.00 -2,500.00 0011 805-01842 2.000 366.64000 2,820.00000 5,640.00000 769.1468 HANDHOLE, SIGNAL EACH 733.28 4,906.72 0012 805-04973 100.000 10.00000 26.40000 2,640.00000 264.0000 CONDUIT LFT 1,000.00 1,640.00 0013 807-04967 750.000 12.00000 7.20000 5,400.00000 60.0000 CABLE LFT 9,000.00 -3,600.00 0014 807-04967 750.000 8.00000 5.60000 4,200.00000 70.0000 CABLE LFT 6,000.00 -1,800.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,684,096.78 2,295,000.00 85.5036 -389,096.78 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 2,684,096.78 2,295,000.00 85.5036 -389,096.78