INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/14/07 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 $ 4,286,936.23 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,827,000.00 112.5979% ==================================================================================================================================== |( 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 PAVEMENT REPLACMENT AND DRAINAGE CORRECTION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 155000.00000 155000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 20.000 MOS | 1100.00000 22000.00| 1900.00000 38000.00| FIELD OFFICE, C | | | 0003 105-08520 3.000 EACH | 210.00000 630.00| 250.00000 750.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 60.000 MOS | 55.00000 3300.00| 60.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 11000.00000 11000.00| 8950.00000 8950.00| PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 214000.00000 214000.00| 240000.00000 240000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 64000.00000 64000.00| 71000.00000 71000.00| CLEARING RIGHT OF WAY | | | 0012 202-01405 100.000 m3 | 133.00000 13300.00| 400.00000 40000.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02240 3400.000 m2 | 6.70000 22780.00| 10.00000 34000.00| PAVEMENT REMOVAL | | | 0014 202-02250 1.000 EACH | 465.00000 465.00| 900.00000 900.00| TREE, 250 mm, REMOVE | | | 0015 202-02255 5.000 EACH | 560.00000 2800.00| 1000.00000 5000.00| TREE, 460 mm, REMOVE | | | 0016 202-02260 2.000 EACH | 925.00000 1850.00| 1200.00000 2400.00| TREE, 760 mm, REMOVE | | | 0017 202-02278 120.000 m | 11.00000 1320.00| 20.00000 2400.00| CURB, CONCRETE, REMOVE | | | 0018 202-52710 892.000 m2 | 3.75000 3345.00| 11.00000 9812.00| SIDEWALK, CONCRETE, REMOVE | | | 0019 202-78515 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 203-02000 5130.000 m3 | 22.00000 112860.00| 32.00000 164160.00| EXCAVATION, COMMON | | | 0021 205-03371 20.000 m3 | 37.00000 740.00| 65.00000 1300.00| SEDIMENT REMOVE | | | 0022 205-06933 26.000 EACH | 95.00000 2470.00| 90.00000 2340.00| TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 316.500 m | 5.75000 1819.88| 5.50000 1740.75| TEMPORARY SILT FENCE | | | 0024 207-08268 13582.000 m2 | 13.50000 183357.00| 18.00000 244476.00| SUBGRADE TREATMENT, TYPE IV | | | 0025 211-07454 500.000 m3 | 50.00000 25000.00| 42.00000 21000.00| STRUCTURE BACKFILL | | | 0026 301-07448 1789.000 Mg | 25.00000 44725.00| 25.00000 44725.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 13.000 Mg | 37.50000 487.50| 45.00000 585.00| COMPACTED AGGREGATE, NO. 73 | | | 0028 304-07489 40.500 Mg | 118.00000 4779.00| 145.00000 5872.50| HMA PATCHING, TYPE A | | | 0029 306-08034 8761.000 m2 | 1.05000 9199.05| 2.25000 19712.25| MILLING, ASPHALT, 38 mm | | | 0030 401-06264 LUMP | 3400.00000 3400.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0031 401-07334 1433.000 Mg | 75.00000 107475.00| 68.00000 97444.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07403 1693.000 Mg | 64.00000 108352.00| 63.00000 106659.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 401-07424 4933.000 Mg | 52.00000 256516.00| 52.00000 256516.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0034 401-07429 1900.000 Mg | 61.00000 115900.00| 57.00000 108300.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0035 402-07441 197.000 Mg | 69.50000 13691.50| 72.00000 14184.00| HMA BASE, TYPE B | | | 0036 402-07453 755.000 Mg | 110.00000 83050.00| 62.00000 46810.00| HMA FOR TEMPORARY PAVEMENT | | | 0038 406-05520 16.900 Mg | 280.00000 4732.00| 250.00000 4225.00| ASPHALT FOR TACK COAT | | | 0039 604-06070 1965.500 m2 | 36.00000 70758.00| 33.00000 64861.50| SIDEWALK, CONCRETE | | | 0040 604-07894 25.100 m2 | 195.00000 4894.50| 184.00000 4618.40| CURB RAMP, CONCRETE, A | | | 0041 604-07900 33.000 m2 | 195.00000 6435.00| 184.00000 6072.00| CURB RAMP, CONCRETE, F | | | 0042 604-07902 131.300 m2 | 195.00000 25603.50| 184.00000 24159.20| CURB RAMP, CONCRETE, H | | | 0043 604-44251 0.900 m3 | 1350.00000 1215.00| 1000.00000 900.00| STEPS, CONCRETE | | | 0044 605-06120 301.000 m | 80.00000 24080.00| 56.00000 16856.00| CURB, CONCRETE | | | 0045 605-06145 16.200 m | 100.00000 1620.00| 41.00000 664.20| CURB AND GUTTER, B, CONCRETE | | | 0046 605-06150 1630.000 m | 49.50000 80685.00| 46.00000 74980.00| CURB AND GUTTER, C, CONCRETE | | | 0047 605-94811 2.000 EACH | 575.00000 1150.00| 800.00000 1600.00| CURB TURNOUT | | | 0048 610-07486 62.000 Mg | 91.00000 5642.00| 92.00000 5704.00| HMA FOR APPROACHES, TYPE A | | | 0049 610-07487 1431.000 Mg | 82.50000 118057.50| 92.00000 131652.00| HMA FOR APPROACHES, TYPE B | | | 0050 610-07712 1568.500 m2 | 48.00000 75288.00| 50.00000 78425.00| PCCP FOR APPROACHES, 150 mm | | | 0051 615-06505 17.000 EACH | 520.00000 8840.00| 495.00000 8415.00| MONUMENT, B | | | 0052 616-02320 40.500 m2 | 7.00000 283.50| 10.00000 405.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 616-06405 35.600 Mg | 35.00000 1246.00| 60.00000 2136.00| RIPRAP, REVETMENT | | | 0054 621-01004 3.000 EACH | 630.00000 1890.00| 600.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 0.300 Mg | 1050.00000 315.00| 1000.00000 300.00| FERTILIZER | | | 0056 621-06553 38.000 kg | 10.00000 380.00| 9.45000 359.10| SEED MIXTURE, R | | | 0057 621-06557 18.000 kg | 6.30000 113.40| 6.00000 108.00| SEED MIXTURE, T | | | 0058 621-06565 1.800 Mg | 630.00000 1134.00| 600.00000 1080.00| MULCHING MATERIAL | | | 0059 621-06567 51.800 kL | 1.00000 51.80| 1.00000 51.80| WATER | | | 0060 621-06575 2402.000 m2 | 4.25000 10208.50| 3.90000 9367.80| SODDING, NURSERY | | | 0061 715-05024 260.400 m | 268.00000 69787.20| 275.00000 71610.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0062 715-05048 2262.000 m | 15.50000 35061.00| 28.00000 63336.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05053 3.000 m | 80.00000 240.00| 140.00000 420.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0064 715-05149 519.700 m | 138.00000 71718.60| 140.00000 72758.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 152.200 m | 97.00000 14763.40| 142.00000 21612.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 124.300 m | 109.00000 13548.70| 153.00000 19017.90| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05154 192.900 m | 150.00000 28935.00| 174.00000 33564.60| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 715-05156 312.500 m | 176.00000 55000.00| 215.00000 67187.50| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0069 715-05159 190.000 m | 530.00000 100700.00| 580.00000 110200.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0070 715-05161 369.000 m | 670.00000 247230.00| 730.00000 269370.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0071 715-06004 1.000 EACH | 3300.00000 3300.00| 3300.00000 3300.00| CONCRETE ANCHOR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 715-08305 1102.000 Mg | 66.50000 73283.00| 105.00000 115710.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0073 715-46010 2.000 EACH | 366.00000 732.00| 425.00000 850.00| PIPE END SECTION, 450 mm | | | 0074 715-46020 1.000 EACH | 471.00000 471.00| 475.00000 475.00| PIPE END SECTION, 600 mm | | | 0075 715-46040 2.000 EACH | 990.00000 1980.00| 650.00000 1300.00| PIPE END SECTION, 900 mm | | | 0076 718-06531 1.000 EACH | 640.00000 640.00| 900.00000 900.00| OUTLET PROTECTOR, 3 | | | 0077 718-06532 1000.000 m | 2.50000 2500.00| 2.35000 2350.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 364.500 m3 | 58.00000 21141.00| 50.00000 18225.00| AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 6143.000 m2 | 1.50000 9214.50| 1.50000 9214.50| GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-08241 5.000 EACH | 4200.00000 21000.00| 5400.00000 27000.00| MANHOLE, K15, MODIFIED | | | 0081 720-44000 7.000 EACH | 460.00000 3220.00| 425.00000 2975.00| CASTING, ADJUST TO GRADE | | | 0082 720-45030 2.000 EACH | 950.00000 1900.00| 1750.00000 3500.00| INLET, E7 | | | 0083 720-45035 4.000 EACH | 950.00000 3800.00| 1750.00000 7000.00| INLET, F7 | | | 0084 720-45045 5.000 EACH | 1200.00000 6000.00| 2000.00000 10000.00| INLET, J10 | | | 0085 720-45055 1.000 EACH | 1250.00000 1250.00| 2000.00000 2000.00| INLET, M10 | | | 0086 720-45085 1.000 EACH | 1700.00000 1700.00| 2400.00000 2400.00| INLET, T14 | | | 0087 720-45275 20.000 EACH | 750.00000 15000.00| 2000.00000 40000.00| PIPE CATCH BASIN, 600 mm | | | 0088 720-45410 17.000 EACH | 1300.00000 22100.00| 2300.00000 39100.00| MANHOLE, C4 | | | 0089 720-45416 2.000 EACH | 3700.00000 7400.00| 5400.00000 10800.00| MANHOLE, E4 | | | 0090 720-91973 21.000 EACH | 2100.00000 44100.00| 3800.00000 79800.00| MANHOLE, H4 | | | 0091 720-93501 1.000 EACH | 5600.00000 5600.00| 9200.00000 9200.00| MANHOLE, L4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 720-94612 4.000 EACH | 3600.00000 14400.00| 8200.00000 32800.00| MANHOLE, K4 | | | 0093 720-98174 45.000 EACH | 1600.00000 72000.00| 2400.00000 108000.00| INLET, B15 | | | 0094 720-98555 21.000 EACH | 1700.00000 35700.00| 2400.00000 50400.00| INLET, C15 | | | 0095 801-04308 11.000 EACH | 625.00000 6875.00| 595.00000 6545.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 4120.000 m | 1.00000 4120.00| 0.94000 3872.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06207 2370.000 m | 3.15000 7465.50| 4.10000 9717.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 801-06625 15.000 EACH | 132.00000 1980.00| 125.00000 1875.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 33.000 EACH | 195.00000 6435.00| 185.00000 6105.00| CONSTRUCTION SIGN, A | | | 0100 801-06645 13.000 EACH | 63.00000 819.00| 60.00000 780.00| CONSTRUCTION SIGN, B | | | 0101 801-06710 510.000 DAY | 17.00000 8670.00| 16.00000 8160.00| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 79000.00000 79000.00| 206993.64000 206993.64| MAINTAINING TRAFFIC | | | 0103 801-07118 28.800 m | 88.00000 2534.40| 84.00000 2419.20| BARRICADE, III-A | | | 0104 801-07119 108.000 m | 102.00000 11016.00| 98.00000 10584.00| BARRICADE, III-B | | | 0105 802-04242 8.000 EACH | 105.00000 840.00| 100.00000 800.00| PEDESTRIAN PUSHBUTTON SIGN, BRAILLE | | | 0106 802-07059 80.000 EACH | 26.50000 2120.00| 25.00000 2000.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0107 802-76025 32.200 m2 | 132.00000 4250.40| 125.00000 4025.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0108 802-76035 2.100 m2 | 142.00000 298.20| 135.00000 283.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0109 802-76045 10.400 m2 | 168.00000 1747.20| 160.00000 1664.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-01815 4.000 EACH | 2050.00000 8200.00| 1950.00000 7800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0112 805-01842 7.000 EACH | 895.00000 6265.00| 850.00000 5950.00| HANDHOLE, SIGNAL | | | 0113 805-01893 LUMP | 3425.00000 3425.00| 3250.00000 3250.00| MAINTAINING TRAFFIC SIGNAL | | | 0114 805-02087 LUMP | 525.00000 525.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0115 805-02152 8.000 EACH | 610.00000 4880.00| 580.00000 4640.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0116 805-06592 277.000 m | 50.50000 13988.50| 48.00000 13296.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0117 805-06834 1.000 EACH | 9950.00000 9950.00| 9450.00000 9450.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0118 805-78205 8.000 EACH | 685.00000 5480.00| 650.00000 5200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0120 805-78415 4.000 EACH | 1600.00000 6400.00| 1520.00000 6080.00| SPAN, CATENARY, AND TETHER | | | 0121 805-78420 4.000 EACH | 263.00000 1052.00| 250.00000 1000.00| DISCONNECT HANGER | | | 0122 805-78445 1.000 EACH | 475.00000 475.00| 450.00000 450.00| SIGNAL SERVICE | | | 0123 805-78467 19.000 m | 5.50000 104.50| 5.20000 98.80| SIGNAL CABLE, 3C 8GA. | | | 0124 805-78480 337.000 m | 4.40000 1482.80| 4.20000 1415.40| SIGNAL CABLE, 3C 14GA. | | | 0125 805-78485 369.000 m | 4.75000 1752.75| 4.50000 1660.50| SIGNAL CABLE, 5C 14GA. | | | 0126 805-78490 278.000 m | 5.15000 1431.70| 4.90000 1362.20| SIGNAL CABLE, 7C 14GA. | | | 0127 805-78510 864.000 m | 4.40000 3801.60| 4.20000 3628.80| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0129 805-81032 2.000 EACH | 3725.00000 7450.00| 3550.00000 7100.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0130 805-92504 8.000 EACH | 440.00000 3520.00| 420.00000 3360.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 808-04298 2.000 EACH | 310.00000 620.00| 295.00000 590.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0132 808-06701 110.000 m | 1.35000 148.50| 1.28000 140.80| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0133 808-06703 792.000 m | 1.35000 1069.20| 1.28000 1013.76| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0136 808-75245 2564.000 m | 1.35000 3461.40| 1.28000 3281.92| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0137 808-75320 4.000 EACH | 68.50000 274.00| 65.00000 260.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0138 808-75325 2.000 EACH | 73.50000 147.00| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0139 808-75340 2.000 EACH | 310.00000 620.00| 295.00000 590.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0140 202-03875 0.900 EACH | 640.00000 576.00| 700.00000 630.00| CONCRETE STEPS, REMOVE | | | 0141 201-06587 0.120 ha | 4820.00000 578.40| 40000.00000 4800.00| CLEARING AND GRUBBING | | | 0142 213-52830 9458.000 m3 | 102.00000 964716.00| 80.00000 756640.00| FLOWABLE MORTAR | | | 0143 402-07433 99.000 Mg | 106.00000 10494.00| 105.00000 10395.00| HMA SURFACE, TYPE B | | | 0144 606-07484 731.000 m | 7.25000 5299.75| 6.25000 4568.75| MILLED HMA SHOULDER CORRUGATIONS | | | 0145 714-04802 14.000 m2 | 162.00000 2268.00| 70.00000 980.00| CONCRETE MODULAR BLOCK WALL , | | | NON-REINFORCED | | | 0146 720-45250 6.000 EACH | 1400.00000 8400.00| 3000.00000 18000.00| CATCH BASIN, K10 | | | 0147 720-45270 10.000 EACH | 670.00000 6700.00| 1900.00000 19000.00| PIPE CATCH BASIN, 450 mm | | | 0148 731-93946 14.000 m2 | 100.00000 1400.00| 350.00000 4900.00| WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 731-93947 14.000 m | 76.00000 1064.00| 70.00000 980.00| LEVELING PAD, CONCRETE | | | 0150 732-07653 2.100 Mg | 78.00000 163.80| 85.00000 178.50| COARSE AGGREGATE, NO. 8 | | | 0151 801-07023 2.000 EACH | 3885.00000 7770.00| 4600.00000 9200.00| ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0152 801-08508 300.000 m | 97.00000 29100.00| 75.00000 22500.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0153 801-05954 2.000 EACH | 52.50000 105.00| 50.00000 100.00| TEMPORARY PAVEMENT MESSAGE MARKING | | | 0154 801-09133 4.000 EACH | 11300.00000 45200.00| 21500.00000 86000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0155 801-94295 4.000 EACH | 315.00000 1260.00| 300.00000 1200.00| SIGNAL HEAD, RELOCATE | | | 0156 802-05701 270.500 m | 30.00000 8115.00| 28.50000 7709.25| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0157 802-05702 33.000 m | 25.25000 833.25| 24.00000 792.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0158 804-06771 1.000 EACH | 25.00000 25.00| 85.00000 85.00| DELINEATOR POST, FLEXIBLE | | | 0159 808-75297 124.000 m | 20.30000 2517.20| 19.35000 2399.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0160 808-75300 190.000 m | 2.50000 475.00| 2.36000 448.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0161 808-75278 101.000 m | 10.00000 1010.00| 9.51000 960.51| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0162 808-92027 273.000 m | 2.75000 750.75| 2.59000 707.07| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0163 808-75996 39.000 EACH | 10.00000 390.00| 12.00000 468.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0164 808-75998 39.000 EACH | 68.00000 2652.00| 65.00000 2535.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 202-01406 10.000 EACH | 470.00000 4700.00| 500.00000 5000.00| SAMPLING AND TESTING ANALYSIS | | | 0166 805-96121 8.000 EACH | 158.00000 1264.00| 150.00000 1200.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0167 805-78470 1104.000 m | 0.65000 717.60| 0.60000 662.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78785 8.000 EACH | 578.00000 4624.00| 550.00000 4400.00| SIGNAL DETECTOR HOUSING | | | 0169 805-78925 1.000 EACH | 578.00000 578.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0170 805-81060 2.000 EACH | 4200.00000 8400.00| 4000.00000 8000.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0171 805-96014 384.000 m | 3.70000 1420.80| 8.00000 3072.00| SAW CUT, FULL DEPTH | | | 0172 807-02783 2.000 EACH | 1260.00000 2520.00| 1200.00000 2400.00| LUMINAIRE MAST ARM, 4.6 m | | | SECTION TOTALS | $ 4,286,936.23| $ 4,827,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,286,936.23| $ 4,827,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/17/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,595,000.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 7,597,529.57 100.0333% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 83681.70000 83681.70| 142500.00000 142500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2105.20000 25262.40| 2000.00000 24000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 297000.00000 297000.00| 380000.00000 380000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 154149.31000 154149.31| 250000.00000 250000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 15870.000 m2 | 10.22000 162191.40| 12.00000 190440.00| PAVEMENT REMOVAL | | | 0009 202-02241 64.000 m | 10.53000 673.92| 6.00000 384.00| GUARDRAIL, REMOVE | | | 0010 202-93994 4.000 EACH | 446.63000 1786.52| 424.13000 1696.52| SIGNAL MAST ARM AND POLE, REMOVE | | | 0011 203-02000 18704.000 m3 | 23.49000 439356.96| 34.90000 652769.60| EXCAVATION, COMMON | | | 0012 205-06931 33.000 Mg | 275.99000 9107.67| 37.00000 1221.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 11.000 EACH | 57.89000 636.79| 55.00000 605.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06936 27.000 Mg | 133.19000 3596.13| 40.00000 1080.00| TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 1076.000 m | 3.84000 4131.84| 3.65000 3927.40| TEMPORARY SILT FENCE | | | 0016 207-08268 64650.000 m2 | 15.78000 1020177.00| 12.00000 775800.00| SUBGRADE TREATMENT, TYPE IV | | | 0017 211-07454 6477.000 m3 | 26.12000 169179.24| 30.00000 194310.00| STRUCTURE BACKFILL | | | 0018 301-07448 3315.000 Mg | 35.06000 116223.90| 25.00000 82875.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 35.000 Mg | 41.57000 1454.95| 50.00000 1750.00| COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08043 1958.000 m2 | 4.52000 8850.16| 3.50000 6853.00| MILLING, TRANSITION | | | 0021 401-06264 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| PROFILOGRAPH, HMA | | | 0022 401-07327 4427.000 Mg | 65.00000 287755.00| 64.00000 283328.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0023 401-07397 7230.000 Mg | 59.00000 426570.00| 54.00000 390420.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 20533.000 Mg | 48.00000 985584.00| 50.00000 1026650.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 401-08333 9502.000 Mg | 62.00000 589124.00| 55.00000 522610.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0026 402-07453 177.000 Mg | 103.00000 18231.00| 86.00000 15222.00| HMA FOR TEMPORARY PAVEMENT | | | 0027 604-05528 1192.000 Mg | 71.00000 84632.00| 83.00000 98936.00| SIDEWALK, HMA | | | 0028 604-07894 6.000 m2 | 215.72000 1294.32| 160.00000 960.00| CURB RAMP, CONCRETE, A | | | 0029 604-07897 24.000 m2 | 227.54000 5460.96| 160.00000 3840.00| CURB RAMP, CONCRETE, C | | | 0030 604-07898 54.000 m2 | 220.97000 11932.38| 160.00000 8640.00| CURB RAMP, CONCRETE, D | | | 0031 604-07900 33.000 m2 | 211.42000 6976.86| 160.00000 5280.00| CURB RAMP, CONCRETE, F | | | 0032 604-07901 10.000 m2 | 187.04000 1870.40| 160.00000 1600.00| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07902 16.000 m2 | 212.76000 3404.16| 160.00000 2560.00| CURB RAMP, CONCRETE, H | | | 0034 604-91531 536.000 m2 | 38.62000 20700.32| 29.00000 15544.00| SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 3852.000 m | 38.67000 148956.84| 35.00000 134820.00| CURB, CONCRETE | | | 0036 605-06140 4592.000 m | 49.15000 225696.80| 43.00000 197456.00| CURB AND GUTTER, CONCRETE | | | 0037 605-06215 225.000 m | 137.66000 30973.50| 88.00000 19800.00| CENTER CURB, D, CONCRETE | | | 0038 605-93464 882.000 m2 | 92.60000 81673.20| 80.00000 70560.00| CENTER CURB, CONCRETE, MODIFIED | | | 0039 605-97937 402.000 m | 69.03000 27750.06| 45.00000 18090.00| CURB AND GUTTER, CONCRETE, ROLL | | | 0040 610-07486 321.000 Mg | 74.00000 23754.00| 135.00000 43335.00| HMA FOR APPROACHES, TYPE A | | | 0041 610-07712 2404.000 m2 | 48.19000 115848.76| 40.00000 96160.00| PCCP FOR APPROACHES, 150 mm | | | 0042 611-06497 7.000 EACH | 187.36000 1311.52| 178.00000 1246.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 611-06498 4.000 EACH | 236.84000 947.36| 225.00000 900.00| MAILBOX ASSEMBLY, DOUBLE | | | 0044 615-06505 6.000 EACH | 526.30000 3157.80| 500.00000 3000.00| MONUMENT, B | | | 0045 615-06510 5.000 EACH | 484.20000 2421.00| 460.00000 2300.00| MONUMENT, C | | | 0046 615-06527 1.000 EACH | 478.93000 478.93| 455.00000 455.00| MONUMENT, SECTION CORNER | | | 0047 616-02320 523.000 m2 | 4.81000 2515.63| 3.00000 1569.00| GEOTEXTILES | | | 0048 616-05688 420.000 Mg | 54.50000 22890.00| 40.00000 16800.00| RIPRAP, CLASS 1 | | | 0049 616-06405 290.000 Mg | 35.62000 10329.80| 35.00000 10150.00| RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 263.15000 789.45| 250.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 1.000 Mg | 717.87000 717.87| 882.00000 882.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06554 183.000 kg | 5.62000 1028.46| 5.34000 977.22| SEED MIXTURE, U | | | 0053 621-06565 5.000 Mg | 404.20000 2021.00| 384.00000 1920.00| MULCHING MATERIAL | | | 0054 621-06575 13187.000 m2 | 3.01000 39692.87| 2.86000 37714.82| SODDING, NURSERY | | | 0055 703-51030 1786.000 kg | 2.08000 3714.88| 6.00000 10716.00| REINFORCING STEEL | | | 0056 706-92237 13.000 m | 578.93000 7526.09| 550.00000 7150.00| HANDRAIL, STEEL TYPE A | | | 0057 706-92237 178.000 m | 326.31000 58083.18| 284.00000 50552.00| HANDRAIL, STEEL TYPE B | | | 0058 714-44240 23.000 m3 | 1550.17000 35653.91| 2000.00000 46000.00| CONCRETE, A, STRUCTURES | | | 0059 715-05048 5238.000 m | 10.80000 56570.40| 12.50000 65475.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05053 3.000 m | 78.95000 236.85| 60.00000 180.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0061 715-05119 23.000 m | 317.61000 7305.03| 90.00000 2070.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0062 715-05149 950.000 m | 111.35000 105782.50| 85.00000 80750.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 1077.000 m | 119.53000 128733.81| 90.00000 96930.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 538.000 m | 131.10000 70531.80| 100.00000 53800.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05154 273.000 m | 168.47000 45992.31| 120.00000 32760.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0066 715-05156 152.000 m | 205.19000 31188.88| 160.00000 24320.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0067 715-05161 316.000 m | 302.86000 95703.76| 260.00000 82160.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0068 715-05238 29.000 m | 333.56000 9673.24| 385.00000 11165.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0069 715-05413 37.000 m | 693.56000 25661.72| 245.00000 9065.00| PIPE, SANITARY SEWER, 450 mm | | | 0070 715-46000 2.000 EACH | 636.50000 1273.00| 200.00000 400.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-46005 3.000 EACH | 659.17000 1977.51| 231.02000 693.06| PIPE END SECTION, 375 mm | | | 0072 715-46010 2.000 EACH | 704.45000 1408.90| 275.00000 550.00| PIPE END SECTION, 450 mm | | | 0073 715-46020 2.000 EACH | 772.39000 1544.78| 350.00000 700.00| PIPE END SECTION, 600 mm | | | 0074 718-06532 1000.000 m | 3.47000 3470.00| 2.35000 2350.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 1184.000 m3 | 39.11000 46306.24| 35.00000 41440.00| AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 15713.000 m2 | 1.95000 30640.35| 1.25000 19641.25| GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-03757 2.000 EACH | 3623.87000 7247.74| 3000.00000 6000.00| MANHOLE, C15 | | | 0078 720-44000 1.000 EACH | 470.74000 470.74| 1300.00000 1300.00| CASTING, ADJUST TO GRADE | | | 0079 720-45030 8.000 EACH | 1148.21000 9185.68| 1500.00000 12000.00| INLET, E7 | | | 0080 720-45035 2.000 EACH | 1517.91000 3035.82| 1500.00000 3000.00| INLET, F7 | | | 0081 720-45040 1.000 EACH | 2586.82000 2586.82| 1900.00000 1900.00| INLET, G7 | | | 0082 720-45265 1.000 EACH | 1012.87000 1012.87| 900.00000 900.00| PIPE CATCH BASIN, 375 mm | | | 0083 720-45410 35.000 EACH | 2435.39000 85238.65| 1800.00000 63000.00| MANHOLE, C4 | | | 0084 720-45410 1.000 EACH | 4822.83000 4822.83| 2700.00000 2700.00| MANHOLE, C4 ,SANITARY | | | 0085 720-45431 3.000 EACH | 3450.77000 10352.31| 3800.00000 11400.00| MANHOLE, J WITH TYPE 15 CASTING | | | 0086 720-45605 6.000 m | 1154.77000 6928.62| 1600.00000 9600.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0087 720-45605 3.000 m | 1154.77000 3464.31| 2200.00000 6600.00| STRUCTURE, MANHOLE, RECONSTRUCT ,ROTATE | | | 0088 720-94612 9.000 EACH | 3387.36000 30486.24| 4200.00000 37800.00| MANHOLE, K4 | | | 0089 720-95422 6.000 EACH | 2796.29000 16777.74| 3200.00000 19200.00| MANHOLE, J4 | | | 0090 720-98174 47.000 EACH | 2056.94000 96676.18| 2000.00000 94000.00| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 720-98555 57.000 EACH | 2054.01000 117078.57| 2000.00000 114000.00| INLET, C15 | | | 0092 723-06660 44.000 m2 | 1080.41000 47538.04| 1300.00000 57200.00| WINGWALL | | | 0093 723-08392 70.000 m | 3800.94000 266065.80| 4000.00000 280000.00| STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | X 2130 mm | | | 0094 732-08420 233.000 m2 | 103.64000 24148.12| 120.00000 27960.00| MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0095 732-08421 233.000 m2 | 404.57000 94264.81| 270.00000 62910.00| MODULAR BLOCK WALL ERECTION | | | 0096 801-04308 11.000 EACH | 499.99000 5499.89| 420.00000 4620.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06203 8300.000 m | 0.53000 4399.00| 0.50000 4150.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0098 801-06207 4500.000 m | 3.15000 14175.00| 3.30000 14850.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0099 801-06216 13.000 m | 12.16000 158.08| 25.00000 325.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0100 801-06640 10.000 EACH | 263.15000 2631.50| 200.00000 2000.00| CONSTRUCTION SIGN, A | | | 0101 801-06710 500.000 DAY | 12.63000 6315.00| 2.00000 1000.00| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 108898.19000 108898.19| 217000.00000 217000.00| MAINTAINING TRAFFIC | | | 0103 801-07119 108.000 m | 41.05000 4433.40| 39.00000 4212.00| BARRICADE, III-B | | | 0104 802-05702 323.000 m | 38.80000 12532.40| 36.86000 11905.78| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0105 802-76025 38.000 m2 | 179.76000 6830.88| 170.74000 6488.12| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 29.000 m2 | 159.74000 4632.46| 151.72000 4399.88| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 802-96915 LUMP | 842.76000 842.76| 800.57000 800.57| SIGN, RELOCATE | | | 0108 805-01815 4.000 EACH | 2003.16000 8012.64| 1902.57000 7610.28| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0109 805-01842 4.000 EACH | 660.00000 2640.00| 626.89000 2507.56| HANDHOLE, SIGNAL | | | 0110 805-01893 LUMP | 1232.35000 1232.35| 1170.33000 1170.33| MAINTAINING TRAFFIC SIGNAL | | | 0111 805-02077 1.000 EACH | 12025.23000 12025.23| 11424.13000 11424.13| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | AND 9.1 m ARM | | | 0112 805-02087 LUMP | 446.63000 446.63| 424.13000 424.13| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0113 805-02152 8.000 EACH | 361.42000 2891.36| 343.33000 2746.64| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0114 805-02658 238.000 m | 3.37000 802.06| 3.20000 761.60| CABLE, COAXIAL | | | 0115 805-03537 3.000 EACH | 12025.23000 36075.69| 11424.13000 34272.39| SIGNAL CANTILEVER STRUCTURE, 13.7 m ARM | | | AND 9.1 m ARM | | | 0116 805-03979 2.000 EACH | 817.96000 1635.92| 777.03000 1554.06| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS , 2 CHANNEL | | | 0117 805-03980 2.000 EACH | 239.03000 478.06| 227.03000 454.06| EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0118 805-06592 145.000 m | 31.85000 4618.25| 29.70000 4306.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0119 805-06886 1.000 EACH | 18261.16000 18261.16| 17348.26000 17348.26| VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0120 805-78100 1.000 EACH | 9171.96000 9171.96| 8713.26000 8713.26| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 6.000 EACH | 607.14000 3642.84| 576.74000 3460.44| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0122 805-78230 2.000 EACH | 913.48000 1826.96| 867.76000 1735.52| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 805-78370 8.000 EACH | 100.58000 804.64| 95.52000 764.16| PEDESTRIAN PUSH BUTTON | | | 0124 805-78445 1.000 EACH | 678.20000 678.20| 616.63000 616.63| SIGNAL SERVICE | | | 0125 805-78467 8.000 m | 5.72000 45.76| 4.55000 36.40| SIGNAL CABLE, 3C 8GA. | | | 0126 805-78480 434.000 m | 3.23000 1401.82| 2.90000 1258.60| SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 292.000 m | 3.63000 1059.96| 3.07000 896.44| SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 216.000 m | 3.99000 861.84| 3.45000 745.20| SIGNAL CABLE, 7C 14GA. | | | 0129 805-78925 1.000 EACH | 793.99000 793.99| 754.13000 754.13| CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-95568 332.000 m | 24.52000 8140.64| 20.00000 6640.00| CONDUIT, PVC, 100 mm | | | 0131 808-02066 176.000 m | 3.00000 528.00| 2.63000 462.88| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | 0132 808-03439 391.000 m | 11.89000 4648.99| 10.00000 3910.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0133 808-06701 1045.000 m | 1.13000 1180.85| 0.86000 898.70| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0134 808-06703 259.000 m | 1.13000 292.67| 0.86000 222.74| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0135 808-06705 232.000 m | 3.95000 916.40| 3.00000 696.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-06711 4000.000 m | 0.01000 40.00| 0.01000 40.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0137 808-06713 101.000 m | 8.63000 871.63| 0.01000 1.01| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0138 808-06714 4000.000 m | 0.01000 40.00| 0.01000 40.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0139 808-06716 220.000 m | 4.47000 983.40| 3.30000 726.00| LINE, REMOVE | | | 0140 808-07845 26.000 EACH | 25.26000 656.76| 40.00000 1040.00| TRANSVERSE MARKINGS , THERMOPLASTIC, | | | WHITE, YIELD TRIANGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 808-75245 3355.000 m | 1.13000 3791.15| 0.86000 2885.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75297 40.000 m | 11.89000 475.60| 10.00000 400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0143 808-75320 13.000 EACH | 87.37000 1135.81| 60.00000 780.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 5.000 EACH | 129.47000 647.35| 390.00000 1950.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 808-92027 1666.000 m | 3.95000 6580.70| 3.00000 4998.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 7,595,000.00| $ 7,597,529.57| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,595,000.00| $ 7,597,529.57| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/27/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 5,293,432.54 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 5,557,458.00 104.9878% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 5,634,000.00 106.4338% 4 36-2231526 WALSH CONSTR COMPANY $ 6,258,000.00 118.2220% ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SOUND BARRIER WALLS | | | 0001 105-06845 LUMP | 42057.01000 42057.01| 50000.00000 50000.00| 43000.00000 43000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1300.00000 19500.00| 1400.00000 21000.00| 1600.00000 24000.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 453.85260 1361.56| 55.00000 165.00| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 45.000 MOS | 131.11300 5900.09| 221.00000 9945.00| 140.00000 6300.00 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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 264671.63000 264671.63| 275000.00000 275000.00| 280000.00000 280000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 131075.23000 131075.23| 135000.00000 135000.00| 140000.00000 140000.00 CLEARING RIGHT OF WAY | | | 0010 202-02241 678.180 m | 5.44620 3693.50| 5.50000 3729.99| 5.50000 3729.99 GUARDRAIL, REMOVE | | | 0013 202-96531 1400.000 m | 6.55560 9177.84| 6.60000 9240.00| 6.75000 9450.00 FENCE, RIGHT-OF-WAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 100.000 m3 | 137.63860 13763.86| 25.00000 2500.00| 21.00000 2100.00 EXCAVATION, COMMON | | | 0015 205-06931 36.000 Mg | 55.29410 1990.59| 44.00000 1584.00| 220.00000 7920.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 42.000 m | 19.66690 826.01| 20.00000 840.00| 20.00000 840.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 10.000 EACH | 60.51370 605.14| 62.00000 620.00| 60.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1349.000 m | 7.68470 10366.66| 3.90000 5261.10| 4.00000 5396.00 TEMPORARY SILT FENCE | | | 0020 211-07454 10.000 m3 | 49.39890 493.99| 32.00000 320.00| 42.00000 420.00 STRUCTURE BACKFILL | | | 0021 301-07448 697.000 Mg | 30.54730 21291.47| 26.00000 18122.00| 31.00000 21607.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 601-01115 708.660 m | 124.05310 87911.47| 125.00000 88582.50| 125.00000 88582.50 GUARDRAIL, W BEAM, 0.476 m SPACING LONG | | | POST | | | 0023 601-03464 2.000 EACH | 48.41090 96.82| 50.00000 100.00| 51.00000 102.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0024 601-06035 407.670 m | 21.23020 8654.92| 21.25000 8662.99| 22.00000 8968.74 GUARDRAIL, RESET | | | 0025 601-08434 1.000 EACH | 655.56490 655.56| 660.00000 660.00| 670.00000 670.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0026 601-94689 2.000 EACH | 2092.76470 4185.53| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 916.280 m | 45.73830 41909.09| 46.00000 42148.88| 45.00000 41232.60 GUARDRAIL, W BEAM, 1.905 m SPACING LONG | | | POST | | | 0028 601-99106 121.920 m | 77.40710 9437.47| 77.25000 9418.32| 81.00000 9875.52 GUARDRAIL, W BEAM, 0.952 m SPACING LONG | | | POST | | | 0029 603-06045 26.000 m | 73.62500 1914.25| 74.00000 1924.00| 77.00000 2002.00 FENCE, CHAIN LINK, 1220 mm | | | 0030 605-06120 1896.000 m | 63.41500 120234.84| 69.40000 131582.40| 64.00000 121344.00 CURB, CONCRETE TYPE B | | | 0031 605-94811 31.000 EACH | 398.95360 12367.56| 805.00000 24955.00| 1050.00000 32550.00 CURB TURNOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 607-01910 3.000 EACH | 665.40260 1996.21| 1200.00000 3600.00| 2200.00000 6600.00 TURNOUT, CONCRETE | | | 0033 607-06335 723.509 m | 74.16200 53656.87| 75.00000 54263.18| 67.00000 48475.10 PAVED SIDE DITCH, A MODIFIED | | | 0034 615-06490 30.000 EACH | 110.94180 3328.25| 112.00000 3360.00| 115.00000 3450.00 RIGHT OF WAY MARKER | | | 0035 616-02320 740.000 m2 | 1.95880 1449.51| 2.67000 1975.80| 3.00000 2220.00 GEOTEXTILES | | | 0036 616-06405 158.900 Mg | 37.69990 5990.51| 39.00000 6197.10| 46.00000 7309.40 RIPRAP, REVETMENT | | | 0037 620-08426 LUMP | 37821.05000 37821.05| 38000.00000 38000.00| 38021.73000 38021.73 SOUND BARRIER DESIGN AND LAYOUT | | | 0038 620-08427 16104.000 m2 | 45.14000 726934.56| 50.00000 805200.00| 55.32000 890873.28 SOUND BARRIER ERECTION , GROUND MOUNTED | | | 0039 620-08428 16104.000 m2 | 215.04000 3463004.16| 224.00000 3607296.00| 220.65000 3553347.60 SOUND BARRIER PANELS , GROUND MOUNTED | | | 0040 621-01004 6.000 EACH | 252.14030 1512.84| 260.00000 1560.00| 265.00000 1590.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 3.300 Mg | 890.55970 2938.85| 890.00000 2937.00| 900.00000 2970.00 FERTILIZER | | | 0042 621-06554 600.000 kg | 7.71550 4629.30| 8.00000 4800.00| 8.10000 4860.00 SEED MIXTURE, U | | | 0043 621-06565 26.000 Mg | 501.25500 13032.63| 500.00000 13000.00| 525.00000 13650.00 MULCHING MATERIAL | | | 0044 621-06574 245.400 m2 | 6.54560 1606.29| 7.00000 1717.80| 8.00000 1963.20 SODDING | | | 0045 715-05149 32.000 m | 161.24290 5159.77| 82.00000 2624.00| 204.00000 6528.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-46000 10.000 EACH | 185.50860 1855.09| 420.00000 4200.00| 420.00000 4200.00 PIPE END SECTION, 300 mm | | | 0047 720-45260 10.000 EACH | 1396.96550 13969.66| 995.00000 9950.00| 1066.70000 10667.00 PIPE CATCH BASIN, 300 mm | | | 0048 801-03621 LUMP | 5042.81000 5042.81| 5500.00000 5500.00| 5500.00000 5500.00 TEMPORARY ILLUMINATION | | | 0049 801-06775 LUMP | 63983.14000 63983.14| 72746.88000 72746.88| 102500.00000 102500.00 MAINTAINING TRAFFIC | | | 0050 802-05701 60.500 m | 34.79540 2105.12| 35.00000 2117.50| 36.50000 2208.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 802-07057 10.980 m2 | 221.88350 2436.28| 225.00000 2470.50| 230.00000 2525.40 SIGN, PANEL, WITH LEGEND | | | 0052 802-07159 1.000 EACH | 4286.38610 4286.39| 4500.00000 4500.00| 4500.00000 4500.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0053 802-76025 3.150 m2 | 129.60010 408.24| 130.00000 409.50| 135.00000 425.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 26.480 m2 | 136.35750 3610.75| 137.00000 3627.76| 143.00000 3786.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 802-76045 15.840 m2 | 166.41260 2635.98| 170.00000 2692.80| 175.00000 2772.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0056 802-76055 54.000 m | 12.10270 653.55| 12.50000 675.00| 12.70000 685.80 SIGN POST, A | | | 0057 802-76140 1.000 EACH | 23701.19070 23701.19| 24000.00000 24000.00| 25000.00000 25000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0058 807-07580 460.000 m | 25.21400 11598.44| 26.65000 12259.00| 26.50000 12190.00 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0059 802-07059 8.000 EACH | 20.17120 161.37| 20.50000 164.00| 21.00000 168.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0060 202-74040 1.000 EACH | 161.36980 161.37| 155.00000 155.00| 160.00000 160.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0061 205-03371 50.000 m3 | 35.94010 1797.01| 33.00000 1650.00| 18.00000 900.00 SEDIMENT REMOVE | | | 0062 621-07044 300.000 kg | 3.93000 1179.00| 4.15000 1245.00| 4.00000 1200.00 SEED MIXTURE, T, SPRING MIX | | | 0063 802-07102 1.000 EACH | 16641.26000 16641.26| 17000.00000 17000.00| 17500.00000 17500.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | SECTION TOTALS | $ 5,293,432.54| $ 5,557,458.00| $ 5,634,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,293,432.54| $ 5,557,458.00| $ 5,634,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SOUND BARRIER WALLS | | | 0001 105-06845 LUMP | 210671.49000 210671.49| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1800.00000 27000.00| | FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 45.000 MOS | 75.00000 3375.00| | 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 | 300000.00000 300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 150000.00000 150000.00| | CLEARING RIGHT OF WAY | | | 0010 202-02241 678.180 m | 6.00000 4069.08| | GUARDRAIL, REMOVE | | | 0013 202-96531 1400.000 m | 6.50000 9100.00| | FENCE, RIGHT-OF-WAY, REMOVE | | | 0014 203-02000 100.000 m3 | 30.00000 3000.00| | EXCAVATION, COMMON | | | 0015 205-06931 36.000 Mg | 38.61000 1389.96| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 42.000 m | 19.50000 819.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 10.000 EACH | 60.00000 600.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1349.000 m | 3.84000 5180.16| | TEMPORARY SILT FENCE | | | 0020 211-07454 10.000 m3 | 75.00000 750.00| | STRUCTURE BACKFILL | | | 0021 301-07448 697.000 Mg | 30.00000 20910.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 601-01115 708.660 m | 123.00000 87165.18| | GUARDRAIL, W BEAM, 0.476 m SPACING LONG | | | POST | | | 0023 601-03464 2.000 EACH | 48.00000 96.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0024 601-06035 407.670 m | 21.05000 8581.45| | GUARDRAIL, RESET | | | 0025 601-08434 1.000 EACH | 650.00000 650.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0026 601-94689 2.000 EACH | 2075.00000 4150.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 916.280 m | 45.35000 41553.30| | GUARDRAIL, W BEAM, 1.905 m SPACING LONG | | | POST | | | 0028 601-99106 121.920 m | 76.75000 9357.36| | GUARDRAIL, W BEAM, 0.952 m SPACING LONG | | | POST | | | 0029 603-06045 26.000 m | 77.00000 2002.00| | FENCE, CHAIN LINK, 1220 mm | | | 0030 605-06120 1896.000 m | 44.24000 83879.04| | CURB, CONCRETE TYPE B | | | 0031 605-94811 31.000 EACH | 765.93000 23743.83| | CURB TURNOUT | | | 0032 607-01910 3.000 EACH | 986.11000 2958.33| | TURNOUT, CONCRETE | | | 0033 607-06335 723.509 m | 74.77000 54096.77| | PAVED SIDE DITCH, A MODIFIED | | | 0034 615-06490 30.000 EACH | 110.00000 3300.00| | RIGHT OF WAY MARKER | | | 0035 616-02320 740.000 m2 | 5.92000 4380.80| | GEOTEXTILES | | | 0036 616-06405 158.900 Mg | 77.12000 12254.37| | RIPRAP, REVETMENT | | | 0037 620-08426 LUMP | 60000.00000 60000.00| | SOUND BARRIER DESIGN AND LAYOUT | | | 0038 620-08427 16104.000 m2 | 150.00000 2415600.00| | SOUND BARRIER ERECTION , GROUND MOUNTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 620-08428 16104.000 m2 | 150.00000 2415600.00| | SOUND BARRIER PANELS , GROUND MOUNTED | | | 0040 621-01004 6.000 EACH | 250.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 3.300 Mg | 883.00000 2913.90| | FERTILIZER | | | 0042 621-06554 600.000 kg | 7.65000 4590.00| | SEED MIXTURE, U | | | 0043 621-06565 26.000 Mg | 497.00000 12922.00| | MULCHING MATERIAL | | | 0044 621-06574 245.400 m2 | 6.49000 1592.65| | SODDING | | | 0045 715-05149 32.000 m | 130.15000 4164.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-46000 10.000 EACH | 237.38000 2373.80| | PIPE END SECTION, 300 mm | | | 0047 720-45260 10.000 EACH | 1165.79000 11657.90| | PIPE CATCH BASIN, 300 mm | | | 0048 801-03621 LUMP | 5000.00000 5000.00| | TEMPORARY ILLUMINATION | | | 0049 801-06775 LUMP | 175000.00000 175000.00| | MAINTAINING TRAFFIC | | | 0050 802-05701 60.500 m | 34.50000 2087.25| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-07057 10.980 m2 | 220.00000 2415.60| | SIGN, PANEL, WITH LEGEND | | | 0052 802-07159 1.000 EACH | 4250.00000 4250.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0053 802-76025 3.150 m2 | 128.50000 404.78| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 26.480 m2 | 135.20000 3580.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 802-76045 15.840 m2 | 165.00000 2613.60| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 802-76055 54.000 m | 12.00000 648.00| | SIGN POST, A | | | 0057 802-76140 1.000 EACH | 23500.00000 23500.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0058 807-07580 460.000 m | 24.50000 11270.00| | WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0059 802-07059 8.000 EACH | 20.00000 160.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0060 202-74040 1.000 EACH | 150.00000 150.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0061 205-03371 50.000 m3 | 19.99000 999.50| | SEDIMENT REMOVE | | | 0062 621-07044 300.000 kg | 3.90000 1170.00| | SEED MIXTURE, T, SPRING MIX | | | 0063 802-07102 1.000 EACH | 16500.00000 16500.00| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | SECTION TOTALS | $ 6,258,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,258,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,596,843.52 ROUTE : 94 CALL ORDER : 205 CONTRACT ID : R -28628-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/07/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 5,573,508.11 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,655,928.85 101.4788% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1729.00000 10374.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 100.00000 300.00| 110.00000 330.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 125.00000 2250.00| 110.00000 1980.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 277000.00000 277000.00| 126880.00000 126880.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 304-07783 277.000 TON | 160.00000 44320.00| 115.00000 31855.00| HMA PATCHING, TYPE D | | | 0012 401-07337 22360.000 TON | 78.00000 1744080.00| 97.30000 2175628.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -SMA | | | 0014 406-05520 186.000 TON | 300.00000 55800.00| 401.00000 74586.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,596,843.52 ROUTE : 94 CALL ORDER : 205 CONTRACT ID : R -28628-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 612-04315 34.500 TON | 1376.00000 47472.00| 1376.00000 47472.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0016 612-05081 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0017 612-60410 576.000 EACH | 17.40000 10022.40| 17.40000 10022.40| DRILLED HOLE FOR UNDERSEAL | | | 0018 801-01093 12.000 EACH | 365.00000 4380.00| 735.00000 8820.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0019 801-06203 13162.000 LFT | 0.23000 3027.26| 0.40000 5264.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 13162.000 LFT | 1.50000 19743.00| 0.60000 7897.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 30.000 EACH | 84.00000 2520.00| 131.00000 3930.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 100000.00000 100000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0023 801-09133 2.000 EACH | 1495.00000 2990.00| 3780.00000 7560.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0024 808-06703 71032.000 LFT | 0.28000 19888.96| 0.30000 21309.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0025 808-75051 1535.000 LFT | 4.80000 7368.00| 3.10000 4758.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0026 808-75054 1535.000 LFT | 5.86000 8995.10| 3.10000 4758.50| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0027 808-75061 32900.000 LFT | 3.69000 121401.00| 3.60000 118440.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0028 808-75245 71032.000 LFT | 0.25000 17758.00| 0.30000 21309.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75256 4499.000 LFT | 0.59000 2654.41| 1.30000 5848.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0030 808-75272 633.000 LFT | 2.38000 1506.54| 4.00000 2532.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,596,843.52 ROUTE : 94 CALL ORDER : 205 CONTRACT ID : R -28628-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75996 1862.000 EACH | 10.00000 18620.00| 5.60000 10427.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 1862.000 EACH | 20.00000 37240.00| 21.00000 39102.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 303-07449 3313.000 TON | 35.00000 115955.00| 24.50000 81168.50| COMPACTED AGGREGATE, NO. 73 | | | 0034 306-08043 17640.000 SYS | 0.70000 12348.00| 1.10000 19404.00| MILLING, TRANSITION | | | 0036 401-07320 16770.000 TON | 53.00000 888810.00| 54.20000 908934.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0037 401-07388 31234.000 TON | 51.00000 1592934.00| 49.80000 1555453.20| QC/QA-HMA, 5, 76, INTERMEDIATE, 12.5 mm | | | 0038 606-07484 129064.000 LFT | 0.21000 27103.44| 0.15000 19359.60| MILLED HMA SHOULDER CORRUGATIONS | | | 0039 306-08042 150574.000 SYS | 0.70000 105401.80| 0.45000 67758.30| MILLING, SCARIFICATION/PROFILE 0.25 | | | INCH MINIMUM DEPTH | | | 0040 306-08033 52701.000 SYS | 0.70000 36890.70| 0.55000 28985.55| MILLING, ASPHALT, 1 IN. VARIABLE DEPTH, | | | 0.25 INCH TO 1.50 INCH | | | 0041 306-08036 180690.000 SYS | 0.70000 126483.00| 0.70000 126483.00| MILLING, ASPHALT, 2 IN. VARIABLE DEPTH, | | | 1.50 INCH TO 2.25 INCH | | | 0042 306-08036 90345.000 SYS | 0.70000 63241.50| 0.56000 50593.20| MILLING, ASPHALT, 2 IN. 2.25 INCH DEPTH | | | SECTION TOTALS | $ 5,573,508.11| $ 5,655,928.85| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,573,508.11| $ 5,655,928.85| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,946.00 ROUTE : SR 26 CALL ORDER : 215 CONTRACT ID : R -28634-A COUNTIES : BLACKFORD JAY LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 14,500.00 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 15,470.00 106.6897% 3 35-1874009 HAUER EXCAVATING $ 15,870.00 109.4483% 4 35-1817574 YARDBERRY LANDSCAPE $ 39,300.00 271.0345% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1058755 |( 3 ) 35-1874009 |BRYAN`S HAULING & EXCAVATING |BAKER & SCHULTZ, INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 13800.00000 13800.00| 13900.00000 13900.00| 15250.00000 15250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 69 | | | 0002 205-06937 200.000 LFT | 1.00000 200.00| 3.35000 670.00| 0.60000 120.00 TEMPORARY SILT FENCE | | | 0003 621-06559 500.000 SYS | 1.00000 500.00| 1.80000 900.00| 1.00000 500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 14,500.00| $ 15,470.00| $ 15,870.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,500.00| $ 15,470.00| $ 15,870.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,946.00 ROUTE : SR 26 CALL ORDER : 215 CONTRACT ID : R -28634-A COUNTIES : BLACKFORD JAY LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 38000.00000 38000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 69 | | | 0002 205-06937 200.000 LFT | 4.00000 800.00| | TEMPORARY SILT FENCE | | | 0003 621-06559 500.000 SYS | 1.00000 500.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 39,300.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 39,300.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 225 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 452,121.00 ROUTE : VARIOUS CALL ORDER : 225 CONTRACT ID : R -28650-A COUNTIES : VARIOUS LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 442,267.00 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 444,301.00 100.4599% 35-2097364 INDIANA RELINE INC IRREGULAR ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1526557 |( ) |YARDBERRY LANDSCAPE |MIDWEST MOLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE SLIP LINING | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 20000.00000 20000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 3500.00000 3500.00| 11000.00000 11000.00| CLEARING RIGHT OF WAY | | | 0006 621-06559 2000.000 SYS | 1.00000 2000.00| 2.50000 5000.00| MULCHED SEEDING, R | | | 0007 725-06858 95.000 LFT | 340.00000 32300.00| 475.00000 45125.00| PIPE LINER, THERMOPLASTIC, 36 IN. , STR | | | NO. 5 | | | 0008 725-06861 195.000 LFT | 347.00000 67665.00| 408.00000 79560.00| PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | , STR. NO. 1 | | | 0009 725-06861 180.000 LFT | 349.00000 62820.00| 338.00000 60840.00| PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | , STR. NO. 4 | | | 0010 725-06861 40.000 LFT | 740.00000 29600.00| 800.00000 32000.00| PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 225 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 452,121.00 ROUTE : VARIOUS CALL ORDER : 225 CONTRACT ID : R -28650-A COUNTIES : VARIOUS LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1526557 |( ) |YARDBERRY LANDSCAPE |MIDWEST MOLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 725-06872 190.000 LFT | 400.00000 76000.00| 365.00000 69350.00| PIPE LINER, THERMOPLASTIC, 42 IN. , STR | | | NO. 2 | | | 0012 725-08079 210.000 LFT | 668.00000 140280.00| 548.00000 115080.00| PIPE LINER, THERMOPLASTIC, AREA 14.7 | | | SFT. , STR. NO. 3 | | | 0013 801-06640 16.000 EACH | 100.00000 1600.00| 209.00000 3344.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 4500.00000 4500.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 442,267.00| $ 444,301.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 442,267.00| $ 444,301.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 255 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,231.63 ROUTE : 50 CALL ORDER : 255 CONTRACT ID : RS-27948-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/14/06 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 $ 1,844,520.10 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 2,012,823.87 109.1245% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-0515195 |( ) |O`MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1000.00000 8000.00| 1797.43000 14379.44| FIELD OFFICE, B | | | 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 | 25000.00000 25000.00| 12677.07000 12677.07| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 2891.000 TON | 18.00000 52038.00| 20.66000 59728.06| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 500.000 TON | 60.00000 30000.00| 93.17000 46585.00| HMA PATCHING, TYPE C | | | 0008 306-08042 332541.000 SYS | 0.25000 83135.25| 0.35000 116389.35| MILLING, SCARIFICATION/PROFILE | | | 0009 306-08432 17325.000 SYS | 0.50000 8662.50| 1.69000 29279.25| MILLING, APPROACH | | | 0010 401-07320 7227.500 TON | 44.00000 318010.00| 49.88000 360507.70| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0011 401-07328 20207.500 TON | 52.50000 1060893.75| 53.61000 1083324.08| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 402-07452 200.000 TON | 52.50000 10500.00| 87.47000 17494.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0013 406-05520 117.000 TON | 240.00000 28080.00| 250.00000 29250.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 255 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,231.63 ROUTE : 50 CALL ORDER : 255 CONTRACT ID : RS-27948-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-0515195 |( ) |O`MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07488 1429.500 TON | 70.00000 100065.00| 65.42000 93517.89| HMA FOR APPROACHES, TYPE C | | | 0015 801-06203 9856.000 LFT | 0.50000 4928.00| 0.19000 1872.64| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 9856.000 LFT | 1.00000 9856.00| 1.22000 12024.32| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 44.000 EACH | 150.00000 6600.00| 115.00000 5060.00| CONSTRUCTION SIGN, A | | | 0018 801-06710 25.000 DAY | 50.00000 1250.00| 25.00000 625.00| FLASHING ARROW SIGN | | | 0019 801-06775 LUMP | 50000.00000 50000.00| 82326.77000 82326.77| MAINTAINING TRAFFIC | | | 0020 808-06711 20211.000 LFT | 0.12000 2425.32| 0.18000 3637.98| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0021 808-06713 83000.000 LFT | 0.12000 9960.00| 0.13000 10790.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 78844.000 LFT | 0.12000 9461.28| 0.13000 10249.72| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 24.000 LFT | 12.00000 288.00| 20.00000 480.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 2.000 EACH | 200.00000 400.00| 150.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 1.000 EACH | 400.00000 400.00| 215.00000 215.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 1068.000 EACH | 6.00000 6408.00| 5.00000 5340.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1068.000 EACH | 17.00000 18156.00| 15.70000 16767.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,844,520.10| $ 2,012,823.87| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,844,520.10| $ 2,012,823.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,328,182.14 ROUTE : SR 154 CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 3,885,458.44 100.0000% ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 9618.00000 9618.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1050.00000 12600.00| | FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 105.00000 210.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 73.50000 1764.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 196468.65000 196468.65| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 4081.000 LFT | 1.73000 7060.13| | GUARDRAIL, REMOVE | | | 0011 202-02271 2.000 EACH | 682.50000 1365.00| | HEADWALL, REMOVE | | | 0012 202-93741 21.000 EACH | 193.07000 4054.47| | GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 332.000 CYS | 42.52000 14116.64| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,328,182.14 ROUTE : SR 154 CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02070 212.000 CYS | 42.52000 9014.24| | BORROW | | | 0015 203-02376 LUMP | 26250.00000 26250.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0016 205-06932 225.000 LFT | 7.14000 1606.50| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 7193.000 LFT | 1.47000 10573.71| | TEMPORARY SILT FENCE | | | 0018 211-07454 40.000 CYS | 52.50000 2100.00| | STRUCTURE BACKFILL | | | 0019 303-01180 10015.000 TON | 21.26000 212918.90| | COMPACTED AGGREGATE, NO. 53 | | | 0020 303-08543 LUMP | 12600.00000 12600.00| | COMPACT AGGREGATE , EXISTING | | | 0021 304-07490 550.000 TON | 89.96000 49478.00| | HMA PATCHING, TYPE B | | | 0022 306-08033 89535.000 SYS | 0.74000 66255.90| | MILLING, ASPHALT, 1 IN. | | | 0023 306-08034 1185.000 SYS | 2.59000 3069.15| | MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08037 3000.000 SYS | 1.95000 5850.00| | MILLING, ASPHALT, 3 IN. | | | 0025 306-08043 3190.000 SYS | 2.29000 7305.10| | MILLING, TRANSITION | | | 0026 306-08432 1056.000 SYS | 4.85000 5121.60| | MILLING, APPROACH | | | 0027 401-06264 LUMP | 2143.76000 2143.76| | PROFILOGRAPH, HMA | | | 0028 401-07321 7909.000 TON | 64.11000 507045.99| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0029 401-07390 13223.000 TON | 58.62000 775132.26| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 16647.000 TON | 57.93000 964360.71| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 402-07451 6150.000 TON | 48.18000 296307.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0032 406-05520 80.000 TON | 327.60000 26208.00| | ASPHALT FOR TACK COAT | | | 0033 601-01128 6.000 EACH | 1260.00000 7560.00| | GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,328,182.14 ROUTE : SR 154 CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-05071 1.000 EACH | 2441.25000 2441.25| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0035 601-94689 23.000 EACH | 2430.75000 55907.25| | GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 3211.000 LFT | 16.64000 53431.04| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 610-07487 1718.000 TON | 93.75000 161062.50| | HMA FOR APPROACHES, TYPE B | | | 0038 611-06497 16.000 EACH | 194.25000 3108.00| | MAILBOX ASSEMBLY, SINGLE | | | 0039 611-06498 1.000 EACH | 262.50000 262.50| | MAILBOX ASSEMBLY, DOUBLE | | | 0040 615-06505 31.000 EACH | 950.25000 29457.75| | MONUMENT, B | | | 0041 615-06510 3.000 EACH | 918.75000 2756.25| | MONUMENT, C | | | 0042 616-02320 3000.000 SYS | 1.84000 5520.00| | GEOTEXTILES | | | 0043 616-06451 1500.000 TON | 61.42000 92130.00| | RIPRAP, UNIFORM | | | 0044 616-95754 660.000 LFT | 7.35000 4851.00| | PAVED SIDE DITCH, BREAK | | | 0045 621-01004 2.000 EACH | 1155.00000 2310.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06559 1850.000 SYS | 1.88000 3478.00| | MULCHED SEEDING, R | | | 0047 621-06574 620.000 SYS | 8.48000 5257.60| | SODDING | | | 0048 715-01662 589.000 LFT | 18.90000 11132.10| | PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0049 715-05123 68.000 LFT | 68.25000 4641.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0050 715-46005 1.000 EACH | 840.00000 840.00| | PIPE END SECTION, 15 IN. | | | 0051 715-46010 2.000 EACH | 945.00000 1890.00| | PIPE END SECTION, 18 IN. | | | 0052 715-46020 5.000 EACH | 1050.00000 5250.00| | PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,328,182.14 ROUTE : SR 154 CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 721-43030 1.000 EACH | 2730.00000 2730.00| | AUTOMATIC DRAINAGE GATE, 30 IN. | | | 0054 725-06857 133.000 LFT | 196.48000 26131.84| | PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0055 725-06870 63.000 LFT | 213.02000 13420.26| | PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0056 801-06203 10250.000 LFT | 0.37000 3792.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 2925.000 LFT | 1.27000 3714.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 30.000 EACH | 260.40000 7812.00| | CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 108971.77000 108971.77| | MAINTAINING TRAFFIC | | | 0060 804-06771 50.000 EACH | 31.50000 1575.00| | DELINEATOR POST, FLEXIBLE | | | 0061 808-06712 3550.000 LFT | 0.15000 532.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0062 808-06713 57125.000 LFT | 0.15000 8568.75| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 36675.000 LFT | 0.15000 5501.25| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-75297 90.500 LFT | 8.24000 745.72| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0065 808-75996 620.000 EACH | 4.20000 2604.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 620.000 EACH | 19.27000 11947.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 715-95491 16.000 LFT | 89.25000 1428.00| | PIPE, RELAID, 18 IN. | | | 0068 802-07060 19.000 EACH | 110.25000 2094.75| | SIGN, SHEET, RELOCATE | | | SECTION TOTALS | $ 3,885,458.44| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,885,458.44| $ 2,012,823.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 269 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,724.04 ROUTE : US 35 CALL ORDER : 269 CONTRACT ID : RS-27998-C COUNTIES : WAYNE LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,086,233.34 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1300.00000 15600.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 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 | 103500.00000 103500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1220.000 TON | 29.90000 36478.00| | COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 1032.000 TON | 124.75000 128742.00| | HMA PATCHING, TYPE B | | | 0009 306-08033 232689.000 SYS | 1.46000 339725.94| | MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 800.000 SYS | 1.50000 1200.00| | MILLING, TRANSITION | | | 0011 306-08432 12355.000 SYS | 2.50000 30887.50| | MILLING, APPROACH | | | 0012 401-06264 LUMP | 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 19197.000 TON | 48.05000 922415.85| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm --PWL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 269 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,724.04 ROUTE : US 35 CALL ORDER : 269 CONTRACT ID : RS-27998-C COUNTIES : WAYNE LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 61.000 TON | 300.00000 18300.00| | ASPHALT FOR TACK COAT | | | 0015 610-07487 1093.000 TON | 84.50000 92358.50| | HMA FOR APPROACHES, TYPE B | | | 0016 612-04315 96.000 TON | 1165.00000 111840.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0017 612-05081 1.000 EACH | 3150.00000 3150.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0018 612-60410 1598.000 EACH | 8.00000 12784.00| | DRILLED HOLE FOR UNDERSEAL | | | 0019 615-06525 7.000 EACH | 420.00000 2940.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 720-44000 1.000 EACH | 500.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0021 801-06207 9047.000 LFT | 1.35000 12213.45| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 54.000 EACH | 105.00000 5670.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 168115.00000 168115.00| | MAINTAINING TRAFFIC | | | 0024 808-06712 81675.000 LFT | 0.02000 1633.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 154030.000 LFT | 0.12000 18483.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 81675.000 LFT | 0.12000 9801.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-06723 1.000 EACH | 105.00000 105.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0028 808-75297 372.000 LFT | 4.00000 1488.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75325 1.000 EACH | 175.00000 175.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 1642.000 EACH | 5.00000 8210.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 269 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,361,724.04 ROUTE : US 35 CALL ORDER : 269 CONTRACT ID : RS-27998-C COUNTIES : WAYNE LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75998 1642.000 EACH | 17.00000 27914.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,086,233.34| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,086,233.34| $ 2,012,823.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 853,364.35 ROUTE : 19 CALL ORDER : 275 CONTRACT ID : RS-28001-A COUNTIES : HOWARD LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD 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 35-1139301 E & B PAVING, INC. $ 462,595.10 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 518,110.31 112.0008% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( ) |E & B PAVING, INC. |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3060.91000 3060.91| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2100.00000 8400.00| 3047.71000 12190.84| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 23000.00000 23000.00| 9360.45000 9360.45| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 762.000 TON | 25.00000 19050.00| 22.23000 16939.26| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 40.000 TON | 125.00000 5000.00| 141.12000 5644.80| HMA PATCHING, TYPE B | | | 0009 306-08033 79818.000 SYS | 0.70000 55872.60| 0.77000 61459.86| MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 774.000 SYS | 0.70000 541.80| 0.24000 185.76| MILLING, TRANSITION | | | 0011 306-08432 1395.000 SYS | 0.70000 976.50| 4.70000 6556.50| MILLING, APPROACH | | | 0012 401-06264 LUMP | 1700.00000 1700.00| 5277.42000 5277.42| PROFILOGRAPH, HMA | | | 0013 401-07321 6585.000 TON | 45.00000 296325.00| 52.00000 342420.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 853,364.35 ROUTE : 19 CALL ORDER : 275 CONTRACT ID : RS-28001-A COUNTIES : HOWARD LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( ) |E & B PAVING, INC. |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 21.000 TON | 225.00000 4725.00| 238.12000 5000.52| ASPHALT FOR TACK COAT | | | 0015 610-07487 164.000 TON | 80.00000 13120.00| 127.49000 20908.36| HMA FOR APPROACHES, TYPE B | | | 0016 801-06207 1767.000 LFT | 1.40000 2473.80| 0.84000 1484.28| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 18.000 EACH | 100.00000 1800.00| 142.49000 2564.82| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 9440.00000 9440.00| 13952.62000 13952.62| MAINTAINING TRAFFIC | | | 0019 808-06712 4431.000 LFT | 0.11000 487.41| 0.13000 576.03| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 43884.000 LFT | 0.11000 4827.24| 0.11000 4827.24| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 13235.000 LFT | 0.11000 1455.85| 0.11000 1455.85| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 144.000 LFT | 4.25000 612.00| 7.07000 1018.08| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75996 387.000 EACH | 6.90000 2670.30| 8.23000 3185.01| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 387.000 EACH | 15.80000 6114.60| 0.10000 38.70| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 462,595.10| $ 518,110.31| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 462,595.10| $ 518,110.31| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,354.77 ROUTE : 213 CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/11/06 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. $ 526,681.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 567,828.15 107.8125% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 590,112.00 112.0435% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 633,136.12 120.2124% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 7320.05000 7320.05| 4000.00000 4000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2100.00000 8400.00| 1600.00000 6400.00| 2250.00000 9000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 | 26000.00000 26000.00| 18000.00000 18000.00| 15535.25000 15535.25 MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1166.000 TON | 24.50000 28567.00| 27.50000 32065.00| 30.00000 34980.00 COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 50.000 TON | 145.00000 7250.00| 100.00000 5000.00| 115.00000 5750.00 HMA PATCHING, TYPE B | | | 0009 306-08033 91590.000 SYS | 0.57000 52206.30| 0.60000 54954.00| 0.45000 41215.50 MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 207.000 SYS | 1.00000 207.00| 1.60000 331.20| 5.25000 1086.75 MILLING, TRANSITION | | | 0011 306-08432 1636.000 SYS | 1.00000 1636.00| 5.70000 9325.20| 7.75000 12679.00 MILLING, APPROACH | | | 0012 401-06264 LUMP | 3000.00000 3000.00| 750.00000 750.00| 3900.00000 3900.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,354.77 ROUTE : 213 CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 401-07321 7557.000 TON | 42.00000 317394.00| 48.50000 366514.50| 50.00000 377850.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 24.000 TON | 300.00000 7200.00| 200.00000 4800.00| 300.00000 7200.00 ASPHALT FOR TACK COAT | | | 0015 610-07487 249.000 TON | 80.00000 19920.00| 115.00000 28635.00| 120.00000 29880.00 HMA FOR APPROACHES, TYPE B | | | 0016 720-06525 2.000 EACH | 500.00000 1000.00| 685.00000 1370.00| 400.00000 800.00 CASTING, ADJUST TO GRADE, MONUMENT | | | 0017 801-06207 2965.000 LFT | 1.30000 3854.50| 1.05000 3113.25| 1.00000 2965.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 29.000 EACH | 108.00000 3132.00| 113.00000 3277.00| 215.00000 6235.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 13790.00000 13790.00| 2500.00000 2500.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0020 808-06712 6494.000 LFT | 0.13000 844.22| 0.14000 909.16| 0.10000 649.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 63632.000 LFT | 0.13000 8272.16| 0.14000 8908.48| 0.10000 6363.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 23149.000 LFT | 0.13000 3009.37| 0.14000 3240.86| 0.10000 2314.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 48.000 LFT | 15.00000 720.00| 14.25000 684.00| 10.50000 504.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 614.000 EACH | 5.65000 3469.10| 6.00000 3684.00| 6.00000 3684.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 614.000 EACH | 15.45000 9486.30| 15.25000 9363.50| 15.50000 9517.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 526,681.00| $ 567,828.15| $ 590,112.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 526,681.00| $ 567,828.15| $ 590,112.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,354.77 ROUTE : 213 CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1800.00000 7200.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 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 | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1166.000 TON | 21.00000 24486.00| | COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 50.000 TON | 135.00000 6750.00| | HMA PATCHING, TYPE B | | | 0009 306-08033 91590.000 SYS | 0.54000 49458.60| | MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 207.000 SYS | 5.50000 1138.50| | MILLING, TRANSITION | | | 0011 306-08432 1636.000 SYS | 6.00000 9816.00| | MILLING, APPROACH | | | 0012 401-06264 LUMP | 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 7557.000 TON | 53.00000 400521.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 24.000 TON | 200.00000 4800.00| | ASPHALT FOR TACK COAT | | | 0015 610-07487 249.000 TON | 145.00000 36105.00| | HMA FOR APPROACHES, TYPE B | | | 0016 720-06525 2.000 EACH | 375.00000 750.00| | CASTING, ADJUST TO GRADE, MONUMENT | | | 0017 801-06207 2965.000 LFT | 1.25000 3706.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 29.000 EACH | 135.00000 3915.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,354.77 ROUTE : 213 CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 23500.00000 23500.00| | MAINTAINING TRAFFIC | | | 0020 808-06712 6494.000 LFT | 0.12000 779.28| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 63632.000 LFT | 0.10000 6363.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 23149.000 LFT | 0.11000 2546.39| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 48.000 LFT | 16.00000 768.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 614.000 EACH | 4.60000 2824.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 614.000 EACH | 18.25000 11205.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 633,136.12| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 633,136.12| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,603.96 ROUTE : US 231 CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,402,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,494,665.05 106.6095% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1350.00000 10800.00| 2100.00000 16800.00| FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 345.00000 690.00| 155.00000 310.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 16.000 MOS | 190.00000 3040.00| 47.00000 752.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 70100.00000 70100.00| 74500.00000 74500.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02278 1326.000 LFT | 15.80000 20950.80| 21.25000 28177.50| CURB, CONCRETE, REMOVE | | | 0011 202-02772 1.000 EACH | 120.00000 120.00| 650.00000 650.00| CASTING, REMOVE | | | 0012 202-52710 854.800 SYS | 10.00000 8548.00| 24.75000 21156.30| SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,603.96 ROUTE : US 231 CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 2.000 CYS | 27.00000 54.00| 35.00000 70.00| STRUCTURE BACKFILL | | | 0014 303-01180 100.000 TON | 24.00000 2400.00| 68.00000 6800.00| COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07491 1500.000 TON | 130.00000 195000.00| 105.00000 157500.00| HMA PATCHING, TYPE C | | | 0016 306-08036 84355.000 SYS | 0.65000 54830.75| 1.00000 84355.00| MILLING, ASPHALT, 2 IN. | | | 0017 306-08432 8257.000 SYS | 4.50000 37156.50| 6.30000 52019.10| MILLING, APPROACH | | | 0018 401-07352 9279.000 TON | 57.00000 528903.00| 62.00000 575298.00| QC/QA-HMA, 3, 76, SURFACE, 12.5 mm | | | 0019 406-05520 23.150 TON | 200.00000 4630.00| 290.00000 6713.50| ASPHALT FOR TACK COAT | | | 0020 604-06070 630.000 SYS | 48.00000 30240.00| 36.00000 22680.00| SIDEWALK, CONCRETE | | | 0021 604-07894 218.300 SYS | 174.00000 37984.20| 110.00000 24013.00| CURB RAMP, CONCRETE, A | | | 0022 604-07896 184.100 SYS | 168.00000 30928.80| 110.00000 20251.00| CURB RAMP, CONCRETE, B | | | 0023 604-07900 200.100 SYS | 175.00000 35017.50| 110.00000 22011.00| CURB RAMP, CONCRETE, F | | | 0024 604-07901 18.700 SYS | 187.00000 3496.90| 120.00000 2244.00| CURB RAMP, CONCRETE, G | | | 0025 604-07902 30.200 SYS | 187.00000 5647.40| 120.00000 3624.00| CURB RAMP, CONCRETE, H | | | 0026 604-07903 192.400 SYS | 179.00000 34439.60| 110.00000 21164.00| CURB RAMP, CONCRETE, K | | | 0027 605-06120 2100.000 LFT | 20.00000 42000.00| 26.00000 54600.00| CURB, CONCRETE | | | 0028 610-07488 928.130 TON | 84.00000 77962.92| 95.00000 88172.35| HMA FOR APPROACHES, TYPE C | | | 0029 715-05028 13.000 LFT | 260.00000 3380.00| 120.00000 1560.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0030 720-44000 26.000 EACH | 285.00000 7410.00| 240.00000 6240.00| CASTING, ADJUST TO GRADE | | | 0031 720-45075 2.000 EACH | 1800.00000 3600.00| 3500.00000 7000.00| INLET, R13 | | | 0032 801-06203 3559.000 LFT | 0.35000 1245.65| 0.09000 320.31| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,603.96 ROUTE : US 231 CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06207 3559.000 LFT | 1.00000 3559.00| 2.00000 7118.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 63.000 EACH | 145.00000 9135.00| 155.00000 9765.00| CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 49411.55000 49411.55| 102000.00000 102000.00| MAINTAINING TRAFFIC | | | 0036 805-78470 4704.000 LFT | 0.36000 1693.44| 0.36000 1693.44| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0037 805-78795 4704.000 LFT | 7.31000 34386.24| 7.20000 33868.80| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 808-06701 656.000 LFT | 0.39000 255.84| 0.39000 255.84| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0039 808-75043 453.000 LFT | 0.76000 344.28| 0.76000 344.28| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0040 808-75240 7913.000 LFT | 0.39000 3086.07| 0.39000 3086.07| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 34272.000 LFT | 0.35000 11995.20| 0.35000 11995.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75260 614.000 LFT | 2.90000 1780.60| 2.90000 1780.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0043 808-75297 1068.000 LFT | 5.90000 6301.20| 5.90000 6301.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0044 808-75300 2496.000 LFT | 0.86000 2146.56| 0.86000 2146.56| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0045 808-75320 53.000 EACH | 65.00000 3445.00| 65.00000 3445.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75340 1.000 EACH | 395.00000 395.00| 395.00000 395.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0047 615-06527 3.000 EACH | 495.00000 1485.00| 495.00000 1485.00| MONUMENT, SECTION CORNER | | | SECTION TOTALS | $ 1,402,000.00| $ 1,494,665.05| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,402,000.00| $ 1,494,665.05| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,251.28 ROUTE : 66 CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,676,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,856,224.28 110.7532% 3 35-1139301 E & B PAVING, INC. $ 1,914,000.00 114.2005% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 9.000 MOS | 1400.00000 12600.00| 1825.00000 16425.00| 2100.00000 18900.00 FIELD OFFICE, A | | | 0002 105-08520 2.000 EACH | 345.00000 690.00| 155.00000 310.00| 175.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 190.00000 3420.00| 48.00000 864.00| 135.00000 2430.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 83460.00000 83460.00| 92800.00000 92800.00| 96000.00000 96000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02241 220.000 LFT | 3.00000 660.00| 3.00000 660.00| 3.00000 660.00 GUARDRAIL, REMOVE | | | 0010 202-02273 70.000 SYS | 30.00000 2100.00| 25.00000 1750.00| 47.00000 3290.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-93741 4.000 EACH | 175.00000 700.00| 250.00000 1000.00| 175.00000 700.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96022 3.000 EACH | 650.00000 1950.00| 700.00000 2100.00| 300.00000 900.00 CONCRETE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,251.28 ROUTE : 66 CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 170.000 CYS | 12.00000 2040.00| 20.00000 3400.00| 29.25000 4972.50 EXCAVATION, COMMON | | | 0014 304-07491 1650.000 TON | 110.00000 181500.00| 105.00000 173250.00| 110.00000 181500.00 HMA PATCHING, TYPE C | | | 0015 306-08033 166000.000 SYS | 0.28000 46480.00| 0.30000 49800.00| 0.40000 66400.00 MILLING, ASPHALT, 1 IN. | | | 0016 306-08034 11000.000 SYS | 0.55000 6050.00| 0.30000 3300.00| 1.50000 16500.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 2000.000 SYS | 1.00000 2000.00| 0.30000 600.00| 0.40000 800.00 MILLING, TRANSITION | | | 0018 306-08432 17574.000 SYS | 1.96000 34445.04| 2.30000 40420.20| 2.00000 35148.00 MILLING, APPROACH | | | 0019 401-06264 LUMP | 3200.00000 3200.00| 6000.00000 6000.00| 7500.00000 7500.00 PROFILOGRAPH, HMA | | | 0020 401-07328 15000.000 TON | 56.00000 840000.00| 63.00000 945000.00| 62.00000 930000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 402-07452 500.000 TON | 56.00000 28000.00| 50.00000 25000.00| 40.00000 20000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0022 406-05520 60.000 TON | 200.00000 12000.00| 260.00000 15600.00| 250.00000 15000.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 4.000 EACH | 4600.00000 18400.00| 4750.00000 19000.00| 2900.00000 11600.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 220.000 LFT | 20.00000 4400.00| 20.00000 4400.00| 20.00000 4400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 604-07897 10.800 SYS | 370.00000 3996.00| 425.00000 4590.00| 175.00000 1890.00 CURB RAMP, CONCRETE, C | | | 0026 610-07488 1460.000 TON | 72.00000 105120.00| 90.00000 131400.00| 90.00000 131400.00 HMA FOR APPROACHES, TYPE C | | | 0027 612-04315 49.000 TON | 1216.00000 59584.00| 1220.00000 59780.00| 1216.00000 59584.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-60410 810.000 EACH | 8.30000 6723.00| 9.00000 7290.00| 8.30000 6723.00 DRILLED HOLE FOR UNDERSEAL | | | 0029 616-02305 110.000 CYS | 200.00000 22000.00| 240.00000 26400.00| 182.00000 20020.00 GABIONS | | | 0030 616-02320 1600.000 SYS | 2.00000 3200.00| 3.00000 4800.00| 4.50000 7200.00 GEOTEXTILES | | | 0031 616-06405 525.000 TON | 31.00000 16275.00| 29.00000 15225.00| 40.00000 21000.00 RIPRAP, REVETMENT | | | 0032 616-06451 850.000 TON | 28.00000 23800.00| 29.00000 24650.00| 40.00000 34000.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,251.28 ROUTE : 66 CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06574 8.000 SYS | 15.00000 120.00| 40.00000 320.00| 12.00000 96.00 SODDING | | | 0034 718-52610 50.000 CYS | 60.00000 3000.00| 50.00000 2500.00| 80.00000 4000.00 AGGREGATE FOR UNDERDRAINS | | | 0035 720-45030 1.000 EACH | 2000.00000 2000.00| 2500.00000 2500.00| 2450.00000 2450.00 INLET, E7 | | | 0036 801-06203 5200.000 LFT | 0.35000 1820.00| 0.64000 3328.00| 0.40000 2080.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 5200.000 LFT | 1.00000 5200.00| 1.50000 7800.00| 1.35000 7020.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 55.000 EACH | 145.00000 7975.00| 155.00000 8525.00| 145.00000 7975.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 56205.60000 56205.60| 76000.00000 76000.00| 106627.42000 106627.42 MAINTAINING TRAFFIC | | | 0040 802-05701 16.000 LFT | 21.00000 336.00| 21.00000 336.00| 21.00000 336.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 802-07060 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 125.00000 250.00 SIGN, SHEET, RELOCATE | | | 0042 805-02503 2600.000 LFT | 0.36000 936.00| 0.36000 936.00| 0.36000 936.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78795 1000.000 LFT | 7.70000 7700.00| 7.20000 7200.00| 7.20000 7200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 805-92951 7.000 EACH | 180.00000 1260.00| 180.00000 1260.00| 180.00000 1260.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0045 808-06712 9078.000 LFT | 0.12000 1089.36| 0.11000 998.58| 0.11000 998.58 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 105000.000 LFT | 0.12000 12600.00| 0.11000 11550.00| 0.11000 11550.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06714 47100.000 LFT | 0.12000 5652.00| 0.11000 5181.00| 0.11000 5181.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0048 808-75260 175.000 LFT | 2.00000 350.00| 2.10000 367.50| 2.10000 367.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0049 808-75274 250.000 LFT | 1.00000 250.00| 1.40000 350.00| 1.40000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0050 808-75290 2700.000 LFT | 4.00000 10800.00| 3.90000 10530.00| 3.90000 10530.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,251.28 ROUTE : 66 CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75297 230.000 LFT | 4.00000 920.00| 4.20000 966.00| 4.20000 966.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75320 8.000 EACH | 150.00000 1200.00| 75.00000 600.00| 75.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 1.000 EACH | 300.00000 300.00| 150.00000 150.00| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 1155.000 EACH | 3.35000 3869.25| 5.00000 5775.00| 4.55000 5255.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 1155.000 EACH | 16.45000 18999.75| 18.60000 21483.00| 16.45000 18999.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 105-06845 LUMP | 5400.00000 5400.00| 6000.00000 6000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0057 211-07454 110.000 CYS | 27.00000 2970.00| 50.00000 5500.00| 45.00000 4950.00 STRUCTURE BACKFILL | | | SECTION TOTALS | $ 1,676,000.00| $ 1,856,224.28| $ 1,914,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,676,000.00| $ 1,856,224.28| $ 1,914,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,719,330.93 ROUTE : US 136 CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,751,977.10 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2100.00000 14700.00| | FIELD OFFICE, A | | | 0003 105-08520 1.000 EACH | 80.00000 80.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 14.000 MOS | 110.00000 1540.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 137500.00000 137500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02279 345.000 LFT | 15.00000 5175.00| | CURB AND GUTTER, REMOVE | | | 0011 202-52710 209.000 SYS | 16.00000 3344.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 203-02000 27.000 CYS | 110.00000 2970.00| | EXCAVATION, COMMON | | | 0013 203-02080 13.000 MILE | 6000.00000 78000.00| | LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,719,330.93 ROUTE : US 136 CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-03371 80.000 CYS | 60.00000 4800.00| | SEDIMENT, REMOVE | | | 0015 205-06931 110.000 TON | 130.00000 14300.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 1.000 EACH | 150.00000 150.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 12800.000 LFT | 1.30000 16640.00| | TEMPORARY SILT FENCE | | | 0018 303-01180 4915.000 TON | 15.00000 73725.00| | COMPACTED AGGREGATE, NO. 53 | | | 0019 303-07449 100.000 TON | 10.00000 1000.00| | COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07490 758.000 TON | 115.00000 87170.00| | HMA PATCHING, TYPE B | | | 0021 304-07493 4915.000 TON | 74.00000 363710.00| | WIDENING WITH HMA, TYPE B | | | 0022 305-60400 15.000 TON | 100.00000 1500.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0023 306-08033 80349.000 SYS | 0.70000 56244.30| | MILLING, ASPHALT, 1 IN. | | | 0024 306-08034 30918.000 SYS | 1.00000 30918.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0025 306-08043 4027.000 SYS | 1.00000 4027.00| | MILLING, TRANSITION | | | 0026 306-08432 5224.000 SYS | 2.50000 13060.00| | MILLING, APPROACH | | | 0027 401-06264 LUMP | 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0028 401-07321 10500.000 TON | 60.00000 630000.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0029 401-07371 10474.000 TON | 57.00000 597018.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0030 402-07451 334.000 TON | 78.00000 26052.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0031 406-05520 64.000 TON | 390.00000 24960.00| | ASPHALT FOR TACK COAT | | | 0032 604-06070 22.000 SYS | 160.00000 3520.00| | SIDEWALK, CONCRETE | | | 0033 604-07896 100.000 SYS | 130.00000 13000.00| | CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,719,330.93 ROUTE : US 136 CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 604-07901 35.000 SYS | 325.00000 11375.00| | CURB RAMP, CONCRETE, G | | | 0035 604-07902 5.000 SYS | 325.00000 1625.00| | CURB RAMP, CONCRETE, H | | | 0036 605-06140 324.000 LFT | 45.00000 14580.00| | CURB AND GUTTER, CONCRETE | | | 0037 610-07487 957.000 TON | 112.00000 107184.00| | HMA FOR APPROACHES, TYPE B | | | 0038 612-04315 126.000 TON | 1145.00000 144270.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0039 612-05081 1.000 EACH | 3000.00000 3000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0040 612-60410 2092.000 EACH | 8.00000 16736.00| | DRILLED HOLE FOR UNDERSEAL | | | 0041 615-06505 2.000 EACH | 1700.00000 3400.00| | MONUMENT, B | | | 0042 615-06525 1.000 EACH | 1600.00000 1600.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 720-44000 1.000 EACH | 730.00000 730.00| | CASTING, ADJUST TO GRADE | | | 0044 801-03290 2.000 EACH | 105.00000 210.00| | CONSTRUCTION SIGN, C | | | 0045 801-06203 7409.000 LFT | 0.60000 4445.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0046 801-06207 4110.000 LFT | 1.50000 6165.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06640 48.000 EACH | 93.00000 4464.00| | CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP | 161700.00000 161700.00| | MAINTAINING TRAFFIC | | | 0049 805-02503 2520.000 LFT | 0.30000 756.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0050 805-78795 1800.000 LFT | 6.00000 10800.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0051 805-92951 4.000 EACH | 220.00000 880.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0052 808-03631 730.000 LFT | 3.20000 2336.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,719,330.93 ROUTE : US 136 CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-04896 154.000 LFT | 3.20000 492.80| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0054 808-06703 76551.000 LFT | 0.30000 22965.30| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-06716 884.000 LFT | 0.35000 309.40| | LINE, REMOVE | | | 0056 808-75240 8433.000 LFT | 0.30000 2529.90| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 27133.000 LFT | 0.30000 8139.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 181.000 LFT | 4.50000 814.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75300 336.000 LFT | 1.10000 369.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0060 808-75996 776.000 EACH | 4.50000 3492.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,751,977.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,751,977.10| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 592,906.85 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 698,528.50 117.8142% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 705,043.60 118.9130% 4 35-0997978 PHEND & BROWN, INC. $ 749,863.50 126.4724% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 160.00000 160.00| 100.00000 100.00| 95.00000 95.00 RADIO | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2475.00000 14850.00| 1530.00000 9180.00 FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 220.00000 220.00| 100.00000 100.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 160.00000 960.00| 50.00000 300.00| 80.00000 480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 110.00000 660.00| 25.00000 150.00| 80.00000 480.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-03875 2.000 EACH | 320.00000 640.00| 225.00000 450.00| 500.00000 1000.00 CONCRETE STEPS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-90277 8.000 EACH | 330.00000 2640.00| 375.00000 3000.00| 250.00000 2000.00 DETECTOR HOUSING, REMOVE | | | 0013 202-90277 6.000 EACH | 330.00000 1980.00| 375.00000 2250.00| 250.00000 1500.00 DETECTOR HOUSING, REMOVE At College | | | Avenue | | | 0014 301-07448 50.000 TON | 25.00000 1250.00| 4.55000 227.50| 24.60000 1230.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07491 150.000 TON | 35.00000 5250.00| 65.00000 9750.00| 120.00000 18000.00 HMA PATCHING, TYPE C | | | 0016 306-08034 35000.000 SYS | 1.85000 64750.00| 0.80000 28000.00| 0.86000 30100.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08041 200.000 SYS | 5.45000 1090.00| 7.50000 1500.00| 7.65000 1530.00 MILLING, PCCP | | | 0018 306-08432 3500.000 SYS | 3.40000 11900.00| 3.50000 12250.00| 0.01000 35.00 MILLING, APPROACH | | | 0019 401-07328 3550.000 TON | 55.00000 195250.00| 57.50000 204125.00| 61.00000 216550.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 406-05520 11.400 TON | 1.00000 11.40| 100.00000 1140.00| 285.00000 3249.00 ASPHALT FOR TACK COAT | | | 0021 507-07479 1020.000 TON | 35.00000 35700.00| 80.00000 81600.00| 97.00000 98940.00 HMA PARTIAL DEPTH PATCH | | | 0022 604-06070 300.000 SYS | 69.75000 20925.00| 65.00000 19500.00| 37.00000 11100.00 SIDEWALK, CONCRETE | | | 0023 604-07894 35.000 SYS | 150.00000 5250.00| 185.00000 6475.00| 135.00000 4725.00 CURB RAMP, CONCRETE, A | | | 0024 604-07896 100.000 SYS | 150.00000 15000.00| 105.00000 10500.00| 92.00000 9200.00 CURB RAMP, CONCRETE, B | | | 0025 604-07897 25.000 SYS | 150.00000 3750.00| 350.00000 8750.00| 208.00000 5200.00 CURB RAMP, CONCRETE, C | | | 0026 604-07897 4.500 SYS | 150.00000 675.00| 280.00000 1260.00| 235.00000 1057.50 CURB RAMP, CONCRETE, C Retrofit | | | 0027 604-07898 10.500 SYS | 150.00000 1575.00| 300.00000 3150.00| 235.00000 2467.50 CURB RAMP, CONCRETE, D | | | 0028 604-07899 22.000 SYS | 150.00000 3300.00| 175.00000 3850.00| 115.00000 2530.00 CURB RAMP, CONCRETE, E | | | 0029 604-07900 205.000 SYS | 150.00000 30750.00| 120.00000 24600.00| 143.00000 29315.00 CURB RAMP, CONCRETE, F | | | 0030 604-07901 10.000 SYS | 150.00000 1500.00| 250.00000 2500.00| 220.00000 2200.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 604-07902 20.000 SYS | 150.00000 3000.00| 325.00000 6500.00| 150.00000 3000.00 CURB RAMP, CONCRETE, H | | | 0032 604-07903 48.000 SYS | 150.00000 7200.00| 240.00000 11520.00| 167.00000 8016.00 CURB RAMP, CONCRETE, K | | | 0033 605-06120 960.000 LFT | 25.00000 24000.00| 35.00000 33600.00| 17.75000 17040.00 CURB, CONCRETE | | | 0034 610-07486 285.000 TON | 60.00000 17100.00| 80.00000 22800.00| 105.00000 29925.00 HMA FOR APPROACHES, TYPE A | | | 0035 615-06520 1.000 EACH | 750.00000 750.00| 975.00000 975.00| 810.00000 810.00 MONUMENT, RE-ESTABLISH | | | 0036 621-06570 4.500 CYS | 220.00000 990.00| 190.00000 855.00| 150.00000 675.00 TOP SOIL | | | 0037 621-06574 300.000 SYS | 14.00000 4200.00| 15.50000 4650.00| 12.95000 3885.00 SODDING | | | 0038 720-44000 8.000 EACH | 250.00000 2000.00| 250.00000 2000.00| 410.00000 3280.00 CASTING, ADJUST TO GRADE | | | 0039 720-60220 10.000 LFT | 210.00000 2100.00| 260.00000 2600.00| 285.00000 2850.00 RECONSTRUCTED STRUCTURE | | | 0040 720-94473 10.000 LFT | 210.00000 2100.00| 260.00000 2600.00| 285.00000 2850.00 INLET, RECONSTRUCT | | | 0041 801-06203 1700.000 LFT | 1.40000 2380.00| 1.20000 2040.00| 1.00000 1700.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 1700.000 LFT | 0.90000 1530.00| 1.25000 2125.00| 1.10000 1870.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 48.000 EACH | 140.00000 6720.00| 150.00000 7200.00| 120.00000 5760.00 CONSTRUCTION SIGN, A | | | 0044 801-06710 50.000 DAY | 13.00000 650.00| 14.00000 700.00| 41.00000 2050.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP | 20000.00000 20000.00| 50000.00000 50000.00| 82100.00000 82100.00 MAINTAINING TRAFFIC | | | 0046 801-92448 250.000 DAY | 2.60000 650.00| 3.60000 900.00| 11.00000 2750.00 CONSTRUCTION SIGNS, MOBILE | | | 0047 802-05704 300.000 LFT | 10.50000 3150.00| 17.40000 5220.00| 14.50000 4350.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0048 802-91122 27.000 EACH | 82.25000 2220.75| 160.00000 4320.00| 136.00000 3672.00 SIGN, GROUND MOUNTED, RESET | | | 0049 805-78470 3600.000 LFT | 0.65000 2340.00| 0.75000 2700.00| 0.35000 1260.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 805-78470 2700.000 LFT | 0.65000 1755.00| 0.75000 2025.00| 0.35000 945.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. At | | | College Avenue | | | 0051 805-78785 8.000 EACH | 520.00000 4160.00| 575.00000 4600.00| 480.00000 3840.00 SIGNAL DETECTOR HOUSING | | | 0052 805-78785 6.000 EACH | 520.00000 3120.00| 575.00000 3450.00| 480.00000 2880.00 SIGNAL DETECTOR HOUSING At College | | | Avenue | | | 0053 805-78795 1120.000 LFT | 9.25000 10360.00| 10.00000 11200.00| 8.00000 8960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0054 805-78795 840.000 LFT | 9.25000 7770.00| 10.00000 8400.00| 8.00000 6720.00 SAW CUT FOR ROADWAY LOOP AND SEALER At | | | College Avenue | | | 0055 805-94592 250.000 LFT | 1.65000 412.50| 1.75000 437.50| 0.80000 200.00 CABLE, SHIELDED, 2C/16 | | | 0056 808-06701 1170.000 LFT | 0.34000 397.80| 0.35000 409.50| 0.28000 327.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0057 808-74815 2250.000 LFT | 1.83000 4117.50| 2.00000 4500.00| 1.75000 3937.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0058 808-75205 3000.000 LFT | 0.34000 1020.00| 0.35000 1050.00| 0.28000 840.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-75245 16500.000 LFT | 0.34000 5610.00| 0.35000 5775.00| 0.28000 4620.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 460.000 LFT | 3.66000 1683.60| 4.80000 2208.00| 4.00000 1840.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75320 16.000 EACH | 95.75000 1532.00| 81.00000 1296.00| 67.50000 1080.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75325 12.000 EACH | 140.00000 1680.00| 117.00000 1404.00| 97.50000 1170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0063 808-92027 1160.000 LFT | 1.25000 1450.00| 2.10000 2436.00| 1.75000 2030.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0064 808-96016 310.000 LFT | 1.83000 567.30| 2.10000 651.00| 1.75000 542.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 592,906.85| $ 698,528.50| $ 705,043.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 592,906.85| $ 698,528.50| $ 705,043.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 250.00000 250.00| | RADIO | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| | FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 250.00000 250.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 260.00000 1560.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 262.00000 1572.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 38000.00000 38000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-03875 2.000 EACH | 800.00000 1600.00| | CONCRETE STEPS, REMOVE | | | 0012 202-90277 8.000 EACH | 250.00000 2000.00| | DETECTOR HOUSING, REMOVE | | | 0013 202-90277 6.000 EACH | 250.00000 1500.00| | DETECTOR HOUSING, REMOVE At College | | | Avenue | | | 0014 301-07448 50.000 TON | 51.00000 2550.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07491 150.000 TON | 205.00000 30750.00| | HMA PATCHING, TYPE C | | | 0016 306-08034 35000.000 SYS | 1.39000 48650.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08041 200.000 SYS | 9.55000 1910.00| | MILLING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08432 3500.000 SYS | 7.80000 27300.00| | MILLING, APPROACH | | | 0019 401-07328 3550.000 TON | 68.00000 241400.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 406-05520 11.400 TON | 326.00000 3716.40| | ASPHALT FOR TACK COAT | | | 0021 507-07479 1020.000 TON | 55.50000 56610.00| | HMA PARTIAL DEPTH PATCH | | | 0022 604-06070 300.000 SYS | 43.60000 13080.00| | SIDEWALK, CONCRETE | | | 0023 604-07894 35.000 SYS | 180.00000 6300.00| | CURB RAMP, CONCRETE, A | | | 0024 604-07896 100.000 SYS | 150.00000 15000.00| | CURB RAMP, CONCRETE, B | | | 0025 604-07897 25.000 SYS | 250.00000 6250.00| | CURB RAMP, CONCRETE, C | | | 0026 604-07897 4.500 SYS | 250.00000 1125.00| | CURB RAMP, CONCRETE, C Retrofit | | | 0027 604-07898 10.500 SYS | 250.00000 2625.00| | CURB RAMP, CONCRETE, D | | | 0028 604-07899 22.000 SYS | 180.00000 3960.00| | CURB RAMP, CONCRETE, E | | | 0029 604-07900 205.000 SYS | 150.00000 30750.00| | CURB RAMP, CONCRETE, F | | | 0030 604-07901 10.000 SYS | 360.00000 3600.00| | CURB RAMP, CONCRETE, G | | | 0031 604-07902 20.000 SYS | 300.00000 6000.00| | CURB RAMP, CONCRETE, H | | | 0032 604-07903 48.000 SYS | 225.00000 10800.00| | CURB RAMP, CONCRETE, K | | | 0033 605-06120 960.000 LFT | 50.00000 48000.00| | CURB, CONCRETE | | | 0034 610-07486 285.000 TON | 80.00000 22800.00| | HMA FOR APPROACHES, TYPE A | | | 0035 615-06520 1.000 EACH | 200.00000 200.00| | MONUMENT, RE-ESTABLISH | | | 0036 621-06570 4.500 CYS | 200.00000 900.00| | TOP SOIL | | | 0037 621-06574 300.000 SYS | 13.00000 3900.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 720-44000 8.000 EACH | 560.00000 4480.00| | CASTING, ADJUST TO GRADE | | | 0039 720-60220 10.000 LFT | 560.00000 5600.00| | RECONSTRUCTED STRUCTURE | | | 0040 720-94473 10.000 LFT | 550.00000 5500.00| | INLET, RECONSTRUCT | | | 0041 801-06203 1700.000 LFT | 1.50000 2550.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 1700.000 LFT | 0.73000 1241.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 48.000 EACH | 130.00000 6240.00| | CONSTRUCTION SIGN, A | | | 0044 801-06710 50.000 DAY | 12.00000 600.00| | FLASHING ARROW SIGN | | | 0045 801-06775 LUMP | 28000.00000 28000.00| | MAINTAINING TRAFFIC | | | 0046 801-92448 250.000 DAY | 3.15000 787.50| | CONSTRUCTION SIGNS, MOBILE | | | 0047 802-05704 300.000 LFT | 11.00000 3300.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0048 802-91122 27.000 EACH | 100.00000 2700.00| | SIGN, GROUND MOUNTED, RESET | | | 0049 805-78470 3600.000 LFT | 0.35000 1260.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0050 805-78470 2700.000 LFT | 0.35000 945.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. At | | | College Avenue | | | 0051 805-78785 8.000 EACH | 500.00000 4000.00| | SIGNAL DETECTOR HOUSING | | | 0052 805-78785 6.000 EACH | 480.00000 2880.00| | SIGNAL DETECTOR HOUSING At College | | | Avenue | | | 0053 805-78795 1120.000 LFT | 8.00000 8960.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0054 805-78795 840.000 LFT | 8.00000 6720.00| | SAW CUT FOR ROADWAY LOOP AND SEALER At | | | College Avenue | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 701,766.48 ROUTE : 15 CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 805-94592 250.000 LFT | 0.80000 200.00| | CABLE, SHIELDED, 2C/16 | | | 0056 808-06701 1170.000 LFT | 0.28000 327.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0057 808-74815 2250.000 LFT | 1.75000 3937.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0058 808-75205 3000.000 LFT | 0.28000 840.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-75245 16500.000 LFT | 0.28000 4620.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 460.000 LFT | 4.00000 1840.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75320 16.000 EACH | 67.50000 1080.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75325 12.000 EACH | 97.50000 1170.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0063 808-92027 1160.000 LFT | 1.75000 2030.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0064 808-96016 310.000 LFT | 1.75000 542.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 749,863.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 749,863.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 329 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,070.39 ROUTE : US 31 CALL ORDER : 329 CONTRACT ID : RS-28476-A COUNTIES : CLARK LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 685,000.00 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 748,653.25 109.2924% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 939,593.51 137.1669% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR., I |O`MARA, DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1800.00000 1800.00| 3500.00000 3500.00| 3700.00000 3700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1450.00000 8700.00| 1000.00000 6000.00| 2500.00000 15000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 | 34200.00000 34200.00| 23000.00000 23000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1600.000 TON | 15.00000 24000.00| 16.00000 25600.00| 17.00000 27200.00 COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07783 295.000 TON | 110.00000 32450.00| 100.00000 29500.00| 116.00000 34220.00 HMA PATCHING, TYPE D | | | 0009 306-08042 88853.000 SYS | 0.10000 8885.30| 0.50000 44426.50| 0.52000 46203.56 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 2420.000 SYS | 1.65000 3993.00| 0.50000 1210.00| 4.20000 10164.00 MILLING, TRANSITION | | | 0011 306-08432 10180.000 SYS | 1.75000 17815.00| 2.00000 20360.00| 2.00000 20360.00 MILLING, APPROACH | | | 0012 401-06264 LUMP | 1800.00000 1800.00| 2000.00000 2000.00| 3400.00000 3400.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 329 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,070.39 ROUTE : US 31 CALL ORDER : 329 CONTRACT ID : RS-28476-A COUNTIES : CLARK LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR., I |O`MARA, DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 401-07329 7330.000 TON | 55.00000 403150.00| 57.50000 421475.00| 70.00000 513100.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0014 402-07787 100.000 TON | 55.00000 5500.00| 57.50000 5750.00| 116.00000 11600.00 HMA, TYPE D, WEDGE AND LEVEL | | | 0015 406-05520 33.000 TON | 200.00000 6600.00| 240.00000 7920.00| 550.00000 18150.00 ASPHALT FOR TACK COAT | | | 0016 610-07788 839.900 TON | 70.00000 58793.00| 90.00000 75591.00| 81.00000 68031.90 HMA FOR APPROACHES, TYPE D | | | 0017 720-44000 22.000 EACH | 330.00000 7260.00| 600.00000 13200.00| 800.00000 17600.00 CASTING, ADJUST TO GRADE | | | 0018 801-06203 5360.000 LFT | 0.25000 1340.00| 0.50000 2680.00| 0.50000 2680.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 5360.000 LFT | 1.00000 5360.00| 1.00000 5360.00| 1.25000 6700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 40.000 EACH | 135.00000 5400.00| 150.00000 6000.00| 135.00000 5400.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 38406.75000 38406.75| 30000.00000 30000.00| 74000.00000 74000.00 MAINTAINING TRAFFIC | | | 0022 808-06712 4241.000 LFT | 0.12000 508.92| 0.15000 636.15| 0.13000 551.33 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 46399.000 LFT | 0.12000 5567.88| 0.15000 6959.85| 0.13000 6031.87 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 16945.000 LFT | 0.12000 2033.40| 0.15000 2541.75| 0.13000 2202.85 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75297 120.000 LFT | 10.00000 1200.00| 10.00000 1200.00| 8.00000 960.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75996 425.000 EACH | 4.00000 1700.00| 10.00000 4250.00| 9.25000 3931.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 425.000 EACH | 17.75000 7543.75| 20.00000 8500.00| 17.75000 7543.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 808-06609 9.000 EACH | 70.00000 630.00| 70.00000 630.00| 60.00000 540.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 80.00000 320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 685,000.00| $ 748,653.25| $ 939,593.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 685,000.00| $ 748,653.25| $ 939,593.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,754.92 ROUTE : 327 CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,264,698.61 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,407,129.08 111.2620% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 2.000 EACH | 79.97000 159.94| 150.00000 300.00| RADIO | | | 0002 105-07039 7.000 MOS | 1512.57000 10587.99| 1680.00000 11760.00| FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 79.97000 79.97| 150.00000 150.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 7.000 MOS | 35.99000 251.93| 100.00000 700.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 14.000 MOS | 35.99000 503.86| 100.00000 1400.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 2.000 DOL | 1.00000 2.00| 1.00000 2.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 2.000 DOL | 1.00000 2.00| 1.00000 2.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 2.000 DOL | 1.00000 2.00| 1.00000 2.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 190000.00000 190000.00| 68980.00000 68980.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-93741 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 301-07448 1198.000 TON | 10.00000 11980.00| 12.00000 14376.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,754.92 ROUTE : 327 CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-07449 678.000 TON | 5.00000 3390.00| 27.00000 18306.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 832.000 TON | 81.03000 67416.96| 100.00000 83200.00| HMA PATCHING, TYPE B | | | 0015 304-07493 690.000 TON | 35.88000 24757.20| 140.00000 96600.00| WIDENING WITH HMA, TYPE B | | | 0016 306-08034 131990.000 SYS | 0.10000 13199.00| 0.50000 65995.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08432 7026.000 SYS | 0.01000 70.26| 0.01000 70.26| MILLING, APPROACH | | | 0018 401-06264 LUMP | 25000.00000 25000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0019 401-07327 11042.000 TON | 35.00000 386470.00| 50.00000 552100.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0020 402-07432 261.000 TON | 50.00000 13050.00| 85.00000 22185.00| HMA SURFACE, TYPE A | | | 0021 402-07451 119.000 TON | 58.00000 6902.00| 73.50000 8746.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0022 406-05520 37.000 TON | 10.00000 370.00| 50.00000 1850.00| ASPHALT FOR TACK COAT | | | 0023 507-07479 600.000 TON | 67.11000 40266.00| 75.00000 45000.00| HMA PARTIAL DEPTH PATCH | | | 0024 601-01700 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-91426 4.000 EACH | 150.00000 600.00| 150.00000 600.00| GUARD RAIL TERMINAL END SECTION, A | | | 0026 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 100.000 LFT | 19.00000 1900.00| 19.00000 1900.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06070 330.000 SYS | 45.00000 14850.00| 25.00000 8250.00| SIDEWALK, CONCRETE | | | 0029 604-07894 268.000 SYS | 242.35000 64949.80| 275.00000 73700.00| CURB RAMP, CONCRETE, A | | | 0030 604-07896 187.000 SYS | 236.74000 44270.38| 170.00000 31790.00| CURB RAMP, CONCRETE, B | | | 0031 605-06120 395.000 LFT | 25.76000 10175.20| 10.00000 3950.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,754.92 ROUTE : 327 CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 610-07487 975.000 TON | 71.00000 69225.00| 23.00000 22425.00| HMA FOR APPROACHES, TYPE B | | | 0033 611-08232 4.000 EACH | 138.48000 553.92| 175.00000 700.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0034 615-06520 1.000 EACH | 505.00000 505.00| 475.00000 475.00| MONUMENT, RE-ESTABLISH | | | 0035 621-06575 632.000 SYS | 6.95000 4392.40| 6.95000 4392.40| SODDING, NURSERY | | | 0036 720-44000 1.000 EACH | 507.81000 507.81| 390.00000 390.00| CASTING, ADJUST TO GRADE | | | 0037 801-06203 3360.000 LFT | 0.17000 571.20| 0.38000 1276.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 3360.000 LFT | 0.75000 2520.00| 1.09000 3662.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 79.000 EACH | 118.00000 9322.00| 118.00000 9322.00| CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 197581.77000 197581.77| 166000.00000 166000.00| MAINTAINING TRAFFIC | | | 0041 801-92448 360.000 DAY | 2.50000 900.00| 3.00000 1080.00| CONSTRUCTION SIGNS, MOBILE | | | 0042 802-05704 30.000 LFT | 21.00000 630.00| 21.00000 630.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-91122 2.000 EACH | 150.00000 300.00| 150.00000 300.00| SIGN, GROUND MOUNTED, RESET | | | 0044 808-06713 53548.000 LFT | 0.14000 7496.72| 0.14000 7496.72| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-75240 4981.000 LFT | 0.30000 1494.30| 3.00000 14943.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 7270.000 LFT | 0.30000 2181.00| 3.00000 21810.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75297 390.000 LFT | 4.00000 1560.00| 4.00000 1560.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75300 1510.000 LFT | 1.00000 1510.00| 1.00000 1510.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,622,754.92 ROUTE : 327 CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75320 6.000 EACH | 60.00000 360.00| 60.00000 360.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0050 808-75325 2.000 EACH | 80.00000 160.00| 80.00000 160.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0051 808-75998 326.000 EACH | 20.00000 6520.00| 20.00000 6520.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 105-06845 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 1,264,698.61| $ 1,407,129.08| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,264,698.61| $ 1,407,129.08| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 345 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,007,702.62 ROUTE : 15 CALL ORDER : 345 CONTRACT ID : RS-28604-A COUNTIES : KOSCIUSKO WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 609,580.93 100.0000% 2 35-1139301 E & B PAVING, INC. $ 616,220.18 101.0891% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 625,172.44 102.5577% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 600.00000 3600.00| 1000.00000 6000.00| 1695.50000 10173.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 260.00000 520.00| 96.00000 192.00| 79.97000 159.94 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 135.00000 810.00| 140.00000 840.00| 39.93000 239.58 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 31000.00000 31000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-07449 1760.000 TON | 19.00000 33440.00| 21.00000 36960.00| 5.00000 8800.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07489 200.000 TON | 120.00000 24000.00| 75.00000 15000.00| 93.82000 18764.00 HMA PATCHING, TYPE A | | | 0012 306-08042 80000.000 SYS | 0.46000 36800.00| 0.16000 12800.00| 0.48000 38400.00 MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 345 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,007,702.62 ROUTE : 15 CALL ORDER : 345 CONTRACT ID : RS-28604-A COUNTIES : KOSCIUSKO WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 780.000 SYS | 0.10000 78.00| 5.00000 3900.00| 0.59000 460.20 MILLING, TRANSITION | | | 0014 306-08432 1746.000 SYS | 0.10000 174.60| 5.00000 8730.00| 4.75000 8293.50 MILLING, APPROACH | | | 0015 401-06264 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0016 401-07328 6930.000 TON | 52.00000 360360.00| 55.00000 381150.00| 40.35000 279625.50 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 402-07432 65.000 TON | 66.00000 4290.00| 89.00000 5785.00| 60.86000 3955.90 HMA SURFACE, TYPE A | | | 0018 406-05520 30.000 TON | 276.00000 8280.00| 10.00000 300.00| 10.00000 300.00 ASPHALT FOR TACK COAT | | | 0019 610-07486 230.000 TON | 125.00000 28750.00| 70.00000 16100.00| 65.08000 14968.40 HMA FOR APPROACHES, TYPE A | | | 0020 612-04315 24.000 TON | 1325.00000 31800.00| 2000.00000 48000.00| 1325.00000 31800.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0021 612-60410 324.000 EACH | 11.30000 3661.20| 30.00000 9720.00| 11.30000 3661.20 DRILLED HOLE FOR UNDERSEAL | | | 0022 615-06527 8.000 EACH | 230.00000 1840.00| 400.00000 3200.00| 371.42000 2971.36 MONUMENT, SECTION CORNER | | | 0023 801-06203 2400.000 LFT | 0.50000 1200.00| 0.30000 720.00| 0.18000 432.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 2400.000 LFT | 1.30000 3120.00| 0.80000 1920.00| 0.83000 1992.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 14.000 EACH | 130.00000 1820.00| 100.00000 1400.00| 130.00000 1820.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP | 1598.85000 1598.85| 2200.00000 2200.00| 131503.08000 131503.08 MAINTAINING TRAFFIC | | | 0027 801-92448 340.000 DAY | 2.00000 680.00| 1.00000 340.00| 1.00000 340.00 CONSTRUCTION SIGNS, MOBILE | | | 0028 808-06713 47506.000 LFT | 0.12000 5700.72| 0.13000 6175.78| 0.12000 5700.72 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75240 5590.000 LFT | 0.27000 1509.30| 0.30000 1677.00| 0.27000 1509.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 15788.000 LFT | 0.27000 4262.76| 0.30000 4736.40| 0.27000 4262.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 345 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,007,702.62 ROUTE : 15 CALL ORDER : 345 CONTRACT ID : RS-28604-A COUNTIES : KOSCIUSKO WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75297 200.000 LFT | 4.00000 800.00| 5.50000 1100.00| 4.00000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75996 470.000 EACH | 5.00000 2350.00| 4.00000 1880.00| 2.35000 1104.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 470.000 EACH | 16.45000 7731.50| 17.00000 7990.00| 16.45000 7731.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 612-05081 1.000 EACH | 3400.00000 3400.00| 3400.00000 3400.00| 3400.00000 3400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | SECTION TOTALS | $ 609,580.93| $ 616,220.18| $ 625,172.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 609,580.93| $ 616,220.18| $ 625,172.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,706.59 ROUTE : 13 CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE 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 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,019,244.83 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,032,907.23 101.3404% 3 35-0997978 PHEND & BROWN, INC. $ 1,077,404.00 105.7061% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 1500.00000 1500.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1530.00000 9180.00| 1000.00000 6000.00| 600.00000 3600.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 80.00000 160.00| 95.00000 190.00| 258.00000 516.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 36.00000 432.00| 60.00000 720.00| 135.00000 1620.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 50900.00000 50900.00| 50000.00000 50000.00| 53870.00000 53870.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 1000.000 LFT | 2.00000 2000.00| 2.00000 2000.00| 2.00000 2000.00 GUARDRAIL, REMOVE | | | 0011 202-90277 4.000 EACH | 320.00000 1280.00| 320.00000 1280.00| 320.00000 1280.00 DETECTOR HOUSING, REMOVE | | | 0012 202-93741 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00| 200.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,706.59 ROUTE : 13 CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-90014 12.000 STA | 138.00000 1656.00| 200.00000 2400.00| 380.00000 4560.00 LINEAR GRADING | | | 0014 303-01180 50.000 TON | 4.00000 200.00| 5.00000 250.00| 120.00000 6000.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 303-07449 2500.000 TON | 4.00000 10000.00| 5.00000 12500.00| 11.00000 27500.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 50.000 TON | 125.00000 6250.00| 125.00000 6250.00| 250.00000 12500.00 HMA PATCHING, TYPE B | | | 0017 306-08039 460.000 SYS | 6.40000 2944.00| 3.00000 1380.00| 7.60000 3496.00 MILLING, ASPHALT REMOVAL | | | 0018 306-08041 1300.000 SYS | 0.75000 975.00| 1.00000 1300.00| 3.80000 4940.00 MILLING, PCCP | | | 0019 306-08042 99600.000 SYS | 0.45000 44820.00| 0.36000 35856.00| 0.52000 51792.00 MILLING, SCARIFICATION/PROFILE | | | 0020 306-08043 950.000 SYS | 20.00000 19000.00| 10.00000 9500.00| 3.00000 2850.00 MILLING, TRANSITION | | | 0021 306-08432 6633.000 SYS | 0.01000 66.33| 0.01000 66.33| 1.00000 6633.00 MILLING, APPROACH | | | 0022 401-06264 LUMP | 2200.00000 2200.00| 3000.00000 3000.00| 3590.00000 3590.00 PROFILOGRAPH, HMA | | | 0023 401-07328 8400.000 TON | 55.75000 468300.00| 60.00000 504000.00| 54.00000 453600.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0024 402-07451 500.000 TON | 44.00000 22000.00| 62.00000 31000.00| 56.50000 28250.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0025 402-07452 300.000 TON | 65.00000 19500.00| 62.00000 18600.00| 75.00000 22500.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0026 406-05520 20.000 TON | 345.00000 6900.00| 220.00000 4400.00| 500.00000 10000.00 ASPHALT FOR TACK COAT | | | 0027 601-01128 8.000 EACH | 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0028 601-05071 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0029 601-94689 6.000 EACH | 2400.00000 14400.00| 3300.00000 19800.00| 3550.00000 21300.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 1090.000 LFT | 16.00000 17440.00| 16.00000 17440.00| 16.00000 17440.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 610-07486 680.000 TON | 68.00000 46240.00| 25.00000 17000.00| 99.00000 67320.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,706.59 ROUTE : 13 CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 612-04315 133.000 TON | 1125.00000 149625.00| 1125.00000 149625.00| 1125.00000 149625.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0033 612-60410 2216.000 EACH | 7.60000 16841.60| 7.60000 16841.60| 7.60000 16841.60 DRILLED HOLE FOR UNDERSEAL | | | 0034 615-06527 13.000 EACH | 315.00000 4095.00| 375.00000 4875.00| 175.00000 2275.00 MONUMENT, SECTION CORNER | | | 0036 720-44000 1.000 EACH | 465.00000 465.00| 316.00000 316.00| 920.00000 920.00 CASTING, ADJUST TO GRADE | | | 0037 801-06203 3100.000 LFT | 0.17000 527.00| 0.40000 1240.00| 0.24000 744.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 3100.000 LFT | 0.78000 2418.00| 0.80000 2480.00| 1.33000 4123.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 40.000 EACH | 59.00000 2360.00| 59.00000 2360.00| 59.00000 2360.00 CONSTRUCTION SIGN, A | | | 0040 801-06710 10.000 DAY | 10.00000 100.00| 40.00000 400.00| 40.00000 400.00 FLASHING ARROW SIGN for US 24 | | | 0041 801-06775 LUMP | 42200.00000 42200.00| 56400.00000 56400.00| 36541.65000 36541.65 MAINTAINING TRAFFIC | | | 0042 801-92448 340.000 DAY | 0.01000 3.40| 1.00000 340.00| 5.00000 1700.00 CONSTRUCTION SIGNS, MOBILE | | | 0043 804-06771 10.000 EACH | 28.00000 280.00| 30.00000 300.00| 52.00000 520.00 DELINEATOR POST, FLEXIBLE | | | 0044 805-78470 625.000 LFT | 1.00000 625.00| 1.00000 625.00| 1.00000 625.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-78510 1600.000 LFT | 1.50000 2400.00| 1.50000 2400.00| 1.50000 2400.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0046 805-78785 4.000 EACH | 550.00000 2200.00| 550.00000 2200.00| 550.00000 2200.00 SIGNAL DETECTOR HOUSING | | | 0047 805-78795 225.000 LFT | 11.50000 2587.50| 11.50000 2587.50| 11.50000 2587.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0048 808-05929 200.000 LFT | 1.75000 350.00| 1.75000 350.00| 1.75000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0049 808-06701 100.000 LFT | 0.75000 75.00| 0.75000 75.00| 0.75000 75.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0050 808-06712 6300.000 LFT | 0.12000 756.00| 0.12000 756.00| 0.12000 756.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,706.59 ROUTE : 13 CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-06713 59800.000 LFT | 0.12000 7176.00| 0.12000 7176.00| 0.12000 7176.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-06714 17400.000 LFT | 0.12000 2088.00| 0.12000 2088.00| 0.12000 2088.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0053 808-75245 2000.000 LFT | 0.75000 1500.00| 0.75000 1500.00| 0.75000 1500.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75278 70.000 LFT | 4.50000 315.00| 4.50000 315.00| 4.50000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0055 808-75297 110.000 LFT | 4.50000 495.00| 4.50000 495.00| 4.50000 495.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0056 808-75996 565.000 EACH | 2.50000 1412.50| 3.82000 2158.30| 5.00000 2825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 565.000 EACH | 16.00000 9040.00| 17.00000 9605.00| 16.35000 9237.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 808-92027 850.000 LFT | 1.75000 1487.50| 1.75000 1487.50| 1.75000 1487.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0059 612-05081 1.000 EACH | 2575.00000 2575.00| 3075.00000 3075.00| 3075.00000 3075.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | SECTION TOTALS | $ 1,019,244.83| $ 1,032,907.23| $ 1,077,404.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,019,244.83| $ 1,032,907.23| $ 1,077,404.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 365 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,026,090.77 ROUTE : 15 CALL ORDER : 365 CONTRACT ID : RS-28608-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,557,369.17 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,575,060.83 101.1360% 3 35-1139301 E & B PAVING, INC. $ 1,659,227.07 106.5404% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 600.00000 3600.00| 1695.50000 10173.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 260.00000 520.00| 79.97000 159.94| 96.00000 192.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 135.00000 1620.00| 35.99000 431.88| 60.00000 720.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 65000.00000 65000.00| 78000.00000 78000.00| 82900.00000 82900.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 14.000 EACH | 160.00000 2240.00| 200.00000 2800.00| 200.00000 2800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 303-07449 3450.000 TON | 16.00000 55200.00| 5.00000 17250.00| 5.00000 17250.00 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 200.000 TON | 120.00000 24000.00| 91.85000 18370.00| 75.00000 15000.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 365 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,026,090.77 ROUTE : 15 CALL ORDER : 365 CONTRACT ID : RS-28608-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08033 105200.000 SYS | 0.50000 52600.00| 0.42000 44184.00| 0.38000 39976.00 MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 1300.000 SYS | 1.10000 1430.00| 7.21000 9373.00| 10.00000 13000.00 MILLING, TRANSITION | | | 0015 306-08432 3847.000 SYS | 0.01000 38.47| 0.01000 38.47| 0.01000 38.47 MILLING, APPROACH | | | 0016 401-06264 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0017 401-07328 8754.000 TON | 52.00000 455208.00| 40.66000 355937.64| 54.00000 472716.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07379 11672.000 TON | 42.00000 490224.00| 39.76000 464078.72| 47.00000 548584.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0019 402-07432 677.000 TON | 51.00000 34527.00| 51.77000 35048.29| 60.00000 40620.00 HMA SURFACE, TYPE A | | | 0020 402-07435 903.000 TON | 43.00000 38829.00| 40.07000 36183.21| 54.00000 48762.00 HMA INTERMEDIATE, TYPE A | | | 0021 402-07451 81.000 TON | 50.00000 4050.00| 55.00000 4455.00| 54.00000 4374.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0022 406-05520 75.000 TON | 1.00000 75.00| 10.00000 750.00| 50.00000 3750.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 14.000 EACH | 3200.00000 44800.00| 2500.00000 35000.00| 3000.00000 42000.00 GUARDRAIL END TREATMENT, OS | | | 0024 610-07486 966.000 TON | 75.00000 72450.00| 55.65000 53757.90| 25.00000 24150.00 HMA FOR APPROACHES, TYPE A | | | 0025 612-04315 124.000 TON | 1148.00000 142352.00| 1148.00000 142352.00| 1148.00000 142352.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-05081 1.000 EACH | 3150.00000 3150.00| 3150.00000 3150.00| 3150.00000 3150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL For Underseal | | | 0027 612-60410 2052.000 EACH | 6.60000 13543.20| 6.60000 13543.20| 6.60000 13543.20 DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06527 11.000 EACH | 210.00000 2310.00| 350.00000 3850.00| 350.00000 3850.00 MONUMENT, SECTION CORNER | | | 0029 801-06203 6250.000 LFT | 0.26000 1625.00| 0.17000 1062.50| 0.45000 2812.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 6250.000 LFT | 0.15000 937.50| 0.17000 1062.50| 0.01000 62.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 24.000 EACH | 144.00000 3456.00| 100.00000 2400.00| 100.00000 2400.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 365 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,026,090.77 ROUTE : 15 CALL ORDER : 365 CONTRACT ID : RS-28608-A COUNTIES : WABASH LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06775 LUMP | 6000.00000 6000.00| 190237.98000 190237.98| 88500.00000 88500.00 MAINTAINING TRAFFIC | | | 0033 801-92448 340.000 DAY | 2.00000 680.00| 1.00000 340.00| 1.00000 340.00 CONSTRUCTION SIGNS, MOBILE | | | 0034 808-06713 62500.000 LFT | 0.10000 6250.00| 0.12000 7500.00| 0.12000 7500.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-75240 6200.000 LFT | 0.26000 1612.00| 0.26000 1612.00| 0.26000 1612.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 24300.000 LFT | 0.26000 6318.00| 0.26000 6318.00| 0.26000 6318.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 60.000 LFT | 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75996 640.000 EACH | 4.50000 2880.00| 2.59000 1657.60| 3.86000 2470.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 640.000 EACH | 16.00000 10240.00| 17.00000 10880.00| 17.00000 10880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,557,369.17| $ 1,575,060.83| $ 1,659,227.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,557,369.17| $ 1,575,060.83| $ 1,659,227.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,821,600.77 ROUTE : US 20 CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,926,028.92 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,295,111.65 119.1629% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( ) |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06899 1.000 EACH | 100.00000 100.00| 160.00000 160.00| RADIO | | | 0002 105-07039 6.000 MOS | 1530.00000 9180.00| 1900.00000 11400.00| FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 220.00000 220.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 80.00000 480.00| 160.00000 960.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 80.00000 480.00| 110.00000 660.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 96200.00000 96200.00| 105000.00000 105000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 203-90014 11.400 STA | 2300.00000 26220.00| 3600.00000 41040.00| LINEAR GRADING | | | 0012 301-07448 286.000 TON | 18.00000 5148.00| 19.50000 5577.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,821,600.77 ROUTE : US 20 CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( ) |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07490 624.000 TON | 80.50000 50232.00| 50.00000 31200.00| HMA PATCHING, TYPE B | | | 0014 306-08033 60280.000 SYS | 0.34000 20495.20| 0.80000 48224.00| MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 9578.000 SYS | 0.66000 6321.48| 1.35000 12930.30| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 1848.000 SYS | 0.01000 18.48| 3.70000 6837.60| MILLING, TRANSITION | | | 0017 306-08432 2413.000 SYS | 0.01000 24.13| 3.35000 8083.55| MILLING, APPROACH | | | 0018 401-06264 LUMP | 4500.00000 4500.00| 6500.00000 6500.00| PROFILOGRAPH, HMA | | | 0019 401-07320 3236.000 TON | 37.00000 119732.00| 44.25000 143193.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0020 401-07329 5665.000 TON | 39.00000 220935.00| 59.75000 338483.75| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0021 401-07370 4184.000 TON | 42.40000 177401.60| 41.50000 173636.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0022 401-07399 9947.000 TON | 31.00000 308357.00| 42.25000 420260.75| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0023 402-07451 27.000 TON | 75.00000 2025.00| 42.25000 1140.75| HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 59.000 TON | 285.00000 16815.00| 320.00000 18880.00| ASPHALT FOR TACK COAT | | | 0025 507-07479 3138.000 TON | 45.10000 141523.80| 50.00000 156900.00| HMA PARTIAL DEPTH PATCH | | | 0026 610-07486 770.000 TON | 32.00000 24640.00| 65.00000 50050.00| HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 2.000 EACH | 159.00000 318.00| 220.00000 440.00| MAILBOX ASSEMBLY, SINGLE | | | 0028 611-08232 10.000 EACH | 92.00000 920.00| 240.00000 2400.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0029 612-04315 4.000 TON | 2460.00000 9840.00| 2.50000 10.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0030 612-05081 1.000 EACH | 3500.00000 3500.00| 3600.00000 3600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0031 612-60410 63.000 EACH | 28.00000 1764.00| 2.90000 182.70| DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,821,600.77 ROUTE : US 20 CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( ) |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06520 9.000 EACH | 425.00000 3825.00| 1000.00000 9000.00| MONUMENT, RE-ESTABLISH | | | 0033 801-06203 127483.000 LFT | 0.20000 25496.60| 0.20000 25496.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 6533.000 LFT | 0.95000 6206.35| 0.80000 5226.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 25.000 EACH | 130.00000 3250.00| 140.00000 3500.00| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP | 75000.00000 75000.00| 47500.00000 47500.00| MAINTAINING TRAFFIC | | | 0037 801-92448 600.000 DAY | 10.00000 6000.00| 3.25000 1950.00| CONSTRUCTION SIGNS, MOBILE | | | 0038 808-06703 48479.000 LFT | 0.26000 12604.54| 0.30000 14543.70| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0039 808-06705 185.000 LFT | 1.75000 323.75| 1.90000 351.50| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0040 808-75240 4779.000 LFT | 0.26000 1242.54| 0.30000 1433.70| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 26255.000 LFT | 0.26000 6826.30| 0.30000 7876.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75260 70.000 LFT | 4.00000 280.00| 4.35000 304.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0043 808-75278 80.000 LFT | 4.00000 320.00| 4.35000 348.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0044 808-75297 143.000 LFT | 5.00000 715.00| 5.45000 779.35| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0045 808-75320 8.000 EACH | 60.00000 480.00| 65.25000 522.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 8.000 EACH | 80.00000 640.00| 87.00000 696.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-75996 575.000 EACH | 4.25000 2443.75| 5.45000 3133.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,821,600.77 ROUTE : US 20 CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( ) |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 808-75998 575.000 EACH | 16.80000 9660.00| 18.50000 10637.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 808-92027 810.000 LFT | 1.75000 1417.50| 1.90000 1539.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0050 105-06845 LUMP | 25000.00000 25000.00| 10200.00000 10200.00| CONSTRUCTION ENGINEERING | | | 0051 201-52370 LUMP | 35000.00000 35000.00| 27800.00000 27800.00| CLEARING RIGHT OF WAY | | | 0052 202-02265 1.000 EACH | 1800.00000 1800.00| 820.00000 820.00| TREE, 48 IN., REMOVE | | | 0053 203-90014 1.900 STA | 11500.00000 21850.00| 3800.00000 7220.00| LINEAR GRADING , DRAINAGE EASEMENT | | | 0054 205-06931 32.000 TON | 73.50000 2352.00| 100.00000 3200.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0055 205-06936 80.000 TON | 57.10000 4568.00| 73.00000 5840.00| TEMPORARY SEDIMENT TRAP | | | 0056 213-04324 75.000 CYS | 122.00000 9150.00| 110.00000 8250.00| FLOWABLE FILL | | | 0057 303-01180 2935.000 TON | 25.00000 73375.00| 20.25000 59433.75| COMPACTED AGGREGATE, NO. 53 | | | 0058 603-06040 470.000 LFT | 10.00000 4700.00| 14.25000 6697.50| FENCE, FARM FIELD, 47 IN. | | | 0059 603-06045 50.000 LFT | 25.00000 1250.00| 21.75000 1087.50| FENCE, CHAIN LINK, 48 IN. | | | 0060 616-02320 1358.000 SYS | 4.35000 5907.30| 2.45000 3327.10| GEOTEXTILES | | | 0061 616-06405 538.000 TON | 42.00000 22596.00| 46.00000 24748.00| RIPRAP, REVETMENT | | | 0062 616-06451 336.000 TON | 42.00000 14112.00| 50.25000 16884.00| RIPRAP, UNIFORM | | | 0063 621-06575 236.000 SYS | 14.10000 3327.60| 16.65000 3929.40| SODDING, NURSERY | | | 0064 715-05203 20.000 LFT | 30.00000 600.00| 53.50000 1070.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0065 716-07636 155.000 LFT | 800.00000 124000.00| 1000.00000 155000.00| PIPE INSTALLATION, TRENCHLESS, 42 IN. | | | 0066 716-07726 215.000 LFT | 800.00000 172000.00| 1100.00000 236500.00| PIPE INSTALLATION, TRENCHLESS, 54 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,821,600.77 ROUTE : US 20 CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( ) |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 802-05701 10.000 LFT | 15.00000 150.00| 15.25000 152.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-91122 1.000 EACH | 285.00000 285.00| 140.00000 140.00| SIGN, GROUND MOUNTED, RESET | | | SECTION TOTALS | $ 1,926,028.92| $ 2,295,111.65| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,926,028.92| $ 2,295,111.65| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,026,443.24 ROUTE : 30 CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE 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. $ 5,674,742.90 100.0000% 2 35-1120685 WALSH & KELLY INC $ 5,883,939.05 103.6864% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,062,212.63 106.8280% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 3000.00000 3000.00| 10150.00000 10150.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 2200.00000 13200.00| 1725.00000 10350.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 80.00000 240.00| 175.00000 525.00| 109.00000 327.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 36.000 MOS | 60.00000 2160.00| 130.00000 4680.00| 109.00000 3924.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 283650.00000 283650.00| 290000.00000 290000.00| 185000.00000 185000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 5180.000 LFT | 1.90000 9842.00| 1.35000 6993.00| 1.42000 7355.60 GUARDRAIL, REMOVE | | | 0011 202-02271 80.000 EACH | 240.00000 19200.00| 200.00000 16000.00| 345.00000 27600.00 HEADWALL, REMOVE | | | 0012 202-02772 44.000 EACH | 65.00000 2860.00| 111.00000 4884.00| 63.00000 2772.00 CASTING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,026,443.24 ROUTE : 30 CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-93741 11.000 EACH | 190.00000 2090.00| 125.00000 1375.00| 131.25000 1443.75 GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02000 750.000 CYS | 20.00000 15000.00| 17.00000 12750.00| 10.00000 7500.00 EXCAVATION, COMMON | | | 0015 203-02080 0.100 MILE | 50000.00000 5000.00| 25000.00000 2500.00| 17400.00000 1740.00 LINEAR GRADING | | | 0016 207-08263 1700.000 SYS | 16.00000 27200.00| 8.95000 15215.00| 16.85000 28645.00 SUBGRADE TREATMENT, TYPE IA | | | 0017 303-07449 9800.000 TON | 10.00000 98000.00| 14.00000 137200.00| 20.20000 197960.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07491 1000.000 TON | 55.00000 55000.00| 85.00000 85000.00| 70.00000 70000.00 HMA PATCHING, TYPE C | | | 0019 305-07465 500.000 SYS | 120.00000 60000.00| 140.00000 70000.00| 69.20000 34600.00 PCC BASE PATCHING, 10 IN. | | | 0020 306-08033 349049.000 SYS | 1.60000 558478.40| 0.30000 104714.70| 0.54000 188486.46 MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 3192.000 SYS | 9.00000 28728.00| 6.00000 19152.00| 2.22000 7086.24 MILLING, TRANSITION | | | 0022 306-08432 6540.000 SYS | 0.01000 65.40| 1.00000 6540.00| 2.85000 18639.00 MILLING, APPROACH | | | 0023 401-06264 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| 15725.00000 15725.00 PROFILOGRAPH, HMA | | | 0024 401-07320 8351.000 TON | 49.00000 409199.00| 51.00000 425901.00| 55.00000 459305.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0026 401-07329 25126.000 TON | 50.00000 1256300.00| 55.00000 1381930.00| 57.00000 1432182.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm - PWL | | | 0028 401-07370 11692.000 TON | 41.00000 479372.00| 45.00000 526140.00| 50.00000 584600.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0030 401-07409 1496.000 TON | 40.00000 59840.00| 44.00000 65824.00| 45.00000 67320.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0031 406-05520 172.000 TON | 1.00000 172.00| 375.00000 64500.00| 350.00000 60200.00 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1900.00000 1900.00| 1750.00000 1750.00| 1837.50000 1837.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-05999 11.000 EACH | 45.00000 495.00| 48.00000 528.00| 50.40000 554.40 CURVED TERMINAL END | | | 0034 601-06854 2.000 EACH | 2400.00000 4800.00| 2500.00000 5000.00| 2625.00000 5250.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,026,443.24 ROUTE : 30 CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 601-08434 2.000 EACH | 1350.00000 2700.00| 650.00000 1300.00| 682.50000 1365.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0036 601-08436 2.000 EACH | 1950.00000 3900.00| 1100.00000 2200.00| 1155.00000 2310.00 GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0037 601-94689 9.000 EACH | 2550.00000 22950.00| 2100.00000 18900.00| 2205.00000 19845.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-94690 6.000 EACH | 3750.00000 22500.00| 3575.00000 21450.00| 3753.75000 22522.50 GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 4687.500 LFT | 16.00000 75000.00| 14.55000 68203.13| 15.28000 71625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0040 601-99108 1500.000 LFT | 23.00000 34500.00| 21.40000 32100.00| 22.47000 33705.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0041 610-07488 500.000 TON | 130.00000 65000.00| 70.00000 35000.00| 82.50000 41250.00 HMA FOR APPROACHES, TYPE C | | | 0042 612-04315 3.730 TON | 2720.00000 10145.60| 2720.00000 10145.60| 1500.00000 5595.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0043 612-05081 1.000 EACH | 3550.00000 3550.00| 3550.00000 3550.00| 2725.00000 2725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0044 612-60410 48.000 EACH | 68.00000 3264.00| 68.00000 3264.00| 38.50000 1848.00 DRILLED HOLE FOR UNDERSEAL | | | 0045 621-06574 600.000 SYS | 8.00000 4800.00| 6.96000 4176.00| 7.31000 4386.00 SODDING | | | 0046 715-01354 2000.000 LFT | 2.00000 4000.00| 20.00000 40000.00| 21.00000 42000.00 CLEAN EXISTING PIPE | | | 0047 715-03475 16.000 EACH | 390.00000 6240.00| 1120.00000 17920.00| 455.00000 7280.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0048 715-03476 4.000 EACH | 840.00000 3360.00| 1700.00000 6800.00| 680.00000 2720.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0049 715-03487 7.000 EACH | 1245.00000 8715.00| 2390.00000 16730.00| 1125.00000 7875.00 SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0050 715-03584 20.000 EACH | 500.00000 10000.00| 1360.00000 27200.00| 525.00000 10500.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0051 715-46000 65.000 EACH | 265.00000 17225.00| 875.00000 56875.00| 250.00000 16250.00 PIPE END SECTION, 12 IN. | | | 0052 720-44040 44.000 EACH | 430.00000 18920.00| 696.00000 30624.00| 500.00000 22000.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,026,443.24 ROUTE : 30 CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 720-96995 61.000 EACH | 10.00000 610.00| 100.00000 6100.00| 10.50000 640.50 CLEAN INLET | | | 0054 801-06203 20150.000 LFT | 0.18000 3627.00| 0.15000 3022.50| 0.21000 4231.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06207 10075.000 LFT | 1.02000 10276.50| 1.36000 13702.00| 2.56000 25792.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 50.000 EACH | 79.00000 3950.00| 79.00000 3950.00| 162.75000 8137.50 CONSTRUCTION SIGN, A | | | 0057 801-06710 150.000 DAY | 12.00000 1800.00| 12.00000 1800.00| 11.55000 1732.50 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP | 104000.00000 104000.00| 40000.00000 40000.00| 96775.00000 96775.00 MAINTAINING TRAFFIC | | | 0059 801-09133 4.000 EACH | 3200.00000 12800.00| 3200.00000 12800.00| 7770.00000 31080.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0060 804-06771 118.000 EACH | 24.00000 2832.00| 28.00000 3304.00| 22.05000 2601.90 DELINEATOR POST, FLEXIBLE | | | 0061 808-75051 96202.000 LFT | 1.50000 144303.00| 2.28000 219340.56| 2.39000 229922.78 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0062 808-75053 840.000 LFT | 3.00000 2520.00| 4.67000 3922.80| 4.90000 4116.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0063 808-75054 96202.000 LFT | 1.50000 144303.00| 2.28000 219340.56| 2.39000 229922.78 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0064 808-75059 23710.000 LFT | 1.50000 35565.00| 2.28000 54058.80| 2.39000 56666.90 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0065 808-75067 138.000 LFT | 14.00000 1932.00| 14.00000 1932.00| 14.70000 2028.60 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75996 1276.000 EACH | 4.00000 5104.00| 3.65000 4657.40| 6.67000 8510.92 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 1276.000 EACH | 17.50000 22330.00| 17.50000 22330.00| 16.80000 21436.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 808-91662 146.000 LFT | 7.00000 1022.00| 7.00000 1022.00| 7.35000 1073.10 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,026,443.24 ROUTE : 30 CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 606-07484 191900.000 LFT | 0.05000 9595.00| 0.11000 21109.00| 0.14000 26866.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0070 402-07434 180.000 TON | 60.00000 10800.00| 70.00000 12600.00| 58.50000 10530.00 HMA SURFACE, TYPE C | | | 0071 401-07380 33774.000 TON | 42.00000 1418508.00| 46.00000 1553604.00| 45.60000 1540094.40 QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | | - PWL | | | 0072 402-07439 300.000 TON | 44.00000 13200.00| 52.00000 15600.00| 45.65000 13695.00 HMA INTERMEDIATE, TYPE C | | | SECTION TOTALS | $ 5,674,742.90| $ 5,883,939.05| $ 6,062,212.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,674,742.90| $ 5,883,939.05| $ 6,062,212.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 393 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,578.83 ROUTE : US 6 CALL ORDER : 393 CONTRACT ID : RS-28695-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,180,073.93 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,238,270.72 104.9316% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3850.00000 3850.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1750.00000 7000.00| 2000.00000 8000.00| FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 163.50000 327.00| 200.00000 400.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 109.00000 872.00| 200.00000 1600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 30500.00000 30500.00| 62000.00000 62000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 4.000 EACH | 657.22000 2628.88| 300.00000 1200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02080 0.040 MILE | 72800.00000 2912.00| 32000.00000 1280.00| LINEAR GRADING | | | 0012 303-07449 4227.000 TON | 20.50000 86653.50| 17.00000 71859.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 393 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,578.83 ROUTE : US 6 CALL ORDER : 393 CONTRACT ID : RS-28695-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07491 200.000 TON | 75.00000 15000.00| 120.00000 24000.00| HMA PATCHING, TYPE C | | | 0014 306-08033 177867.000 SYS | 0.47000 83597.49| 0.55000 97826.85| MILLING, ASPHALT, 1 IN. | | | 0015 306-08043 840.000 SYS | 2.14000 1797.60| 1.20000 1008.00| MILLING, TRANSITION | | | 0016 306-08432 4921.000 SYS | 1.39000 6840.19| 3.00000 14763.00| MILLING, APPROACH | | | 0017 401-06264 LUMP | 6000.00000 6000.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0018 401-07322 14674.000 TON | 49.00000 719026.00| 50.50000 741037.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 406-05520 44.000 TON | 480.00000 21120.00| 500.00000 22000.00| ASPHALT FOR TACK COAT | | | 0020 601-08434 1.000 EACH | 1260.00000 1260.00| 1200.00000 1200.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0021 601-94689 4.000 EACH | 3360.00000 13440.00| 3500.00000 14000.00| GUARDRAIL END TREATMENT, OS | | | 0022 610-07488 812.000 TON | 72.00000 58464.00| 75.00000 60900.00| HMA FOR APPROACHES, TYPE C | | | 0023 615-06520 8.000 EACH | 682.50000 5460.00| 500.00000 4000.00| MONUMENT, RE-ESTABLISH | | | 0024 801-06203 10541.000 LFT | 0.27000 2846.07| 0.25000 2635.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 5270.000 LFT | 1.09000 5744.30| 1.34000 7061.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 47.000 EACH | 136.50000 6415.50| 116.00000 5452.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 36750.00000 36750.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0028 808-04298 2.000 EACH | 530.25000 1060.50| 478.00000 956.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0029 808-75205 108768.000 LFT | 0.27000 29367.36| 0.29000 31542.72| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0030 808-75240 10930.000 LFT | 0.27000 2951.10| 0.41000 4481.30| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 393 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,627,578.83 ROUTE : US 6 CALL ORDER : 393 CONTRACT ID : RS-28695-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75245 30916.000 LFT | 0.27000 8347.32| 0.25000 7729.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 96.000 LFT | 5.25000 504.00| 5.80000 556.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75996 952.000 EACH | 3.25000 3094.00| 4.00000 3808.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 952.000 EACH | 17.06000 16241.12| 16.25000 15470.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,180,073.93| $ 1,238,270.72| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,180,073.93| $ 1,238,270.72| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 405 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,985.16 ROUTE : 14 CALL ORDER : 405 CONTRACT ID : RS-28697-A COUNTIES : FULTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/06 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. $ 883,131.92 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 927,445.91 105.0178% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( ) |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 4250.00000 4250.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1800.00000 5400.00| 2408.19000 7224.57| FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 65.00000 130.00| 334.46000 668.92| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 150.00000 900.00| 55.74000 334.44| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 44000.00000 44000.00| 46350.00000 46350.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 1.000 EACH | 350.00000 350.00| 300.00000 300.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02080 0.020 MILE | 100000.00000 2000.00| 76305.00000 1526.10| LINEAR GRADING | | | 0012 303-07449 3250.000 TON | 1.00000 3250.00| 9.00000 29250.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 405 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,507,985.16 ROUTE : 14 CALL ORDER : 405 CONTRACT ID : RS-28697-A COUNTIES : FULTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( ) |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07490 500.000 TON | 65.00000 32500.00| 150.00000 75000.00| HMA PATCHING, TYPE B | | | 0014 306-08034 129342.000 SYS | 1.00000 129342.00| 0.85000 109940.70| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08043 830.000 SYS | 0.24000 199.20| 1.53000 1269.90| MILLING, TRANSITION | | | 0016 306-08432 3460.000 SYS | 0.24000 830.40| 1.05000 3633.00| MILLING, APPROACH | | | 0017 401-06264 LUMP | 6200.00000 6200.00| 6600.00000 6600.00| PROFILOGRAPH, HMA | | | 0018 401-07321 10670.000 TON | 50.00000 533500.00| 46.40000 495088.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 404-05511 45988.000 SYS | 0.60000 27592.80| 1.00000 45988.00| SEAL COAT, 2 | | | 0020 406-05520 33.200 TON | 50.00000 1660.00| 321.76000 10682.43| ASPHALT FOR TACK COAT | | | 0021 601-94689 1.000 EACH | 4550.00000 4550.00| 5180.00000 5180.00| GUARDRAIL END TREATMENT, OS | | | 0022 610-07487 285.000 TON | 90.00000 25650.00| 65.00000 18525.00| HMA FOR APPROACHES, TYPE B | | | 0023 615-06520 5.000 EACH | 525.00000 2625.00| 402.79000 2013.95| MONUMENT, RE-ESTABLISH | | | 0024 801-06203 5315.000 LFT | 0.15000 797.25| 0.26000 1381.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 5315.000 LFT | 1.10000 5846.50| 1.13000 6005.95| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 28.000 EACH | 110.00000 3080.00| 115.51000 3234.28| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 19500.00000 19500.00| 34770.00000 34770.00| MAINTAINING TRAFFIC | | | 0028 808-06713 101482.000 LFT | 0.11000 11163.02| 0.11000 11163.02| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75240 11750.000 LFT | 0.25000 2937.50| 0.25000 2937.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 16497.000 LFT | 0.25000 4124.25| 0.25000 4124.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 883,131.92| $ 927,445.91| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 883,131.92| $ 927,445.91| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -1 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 CONTRACT TIME : 10/14/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 5072004 5072004 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 4,286,936.23 1 76.3229 100.0000 2 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 4,827,000.00 2 85.9380 112.5979 3 -EST- ENGINEER'S ESTIMATE $ 5,616,843.06 3 100.0000 131.0223 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 PAVEMENT REPLACMENT AND DRAINAGE CORRECTION 0001 105-06845 1.000 75,000.00000 50,000.00000 50,000.00000 66.6667 CONSTRUCTION ENGINEERING LS 75,000.00 -25,000.00 0002 105-07040 20.000 2,400.00000 1,100.00000 22,000.00000 45.8333 FIELD OFFICE, C MOS 48,000.00 -26,000.00 0003 105-08520 3.000 100.00000 210.00000 630.00000 210.0000 CELLULAR TELEPHONE/RADIO EACH 300.00 330.00 0004 105-08521 60.000 100.00000 55.00000 3,300.00000 55.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 6,000.00 -2,700.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 108-01614 1.000 5,000.00000 11,000.00000 11,000.00000 220.0000 PARTNERING OVERHEAD LS 5,000.00 6,000.00 0007 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0008 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEVI DOL 1.00 0.00 0009 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0010 110-01001 1.000 130,000.00000 214,000.00000 214,000.00000 164.6154 MOBILIZATION AND DEMOBILIZATION LS 130,000.00 84,000.00 0011 201-52370 1.000 50,000.00000 64,000.00000 64,000.00000 128.0000 CLEARING RIGHT OF WAY LS 50,000.00 14,000.00 0012 202-01405 100.000 101.39000 133.00000 13,300.00000 131.1766 CONTAMINATED SOIL, REMOVE AND DISPOSE m3 10,139.00 3,161.00 0013 202-02240 3,400.000 16.02000 6.70000 22,780.00000 41.8227 PVMT REMOVAL m2 54,468.00 -31,688.00 0014 202-02250 1.000 279.73000 465.00000 465.00000 166.2317 TREE, 250 mm, REMOVE EACH 279.73 185.27 0015 202-02255 5.000 512.74000 560.00000 2,800.00000 109.2171 TREE, 460 mm, REMOVE EACH 2,563.70 236.30 0016 202-02260 2.000 614.38000 925.00000 1,850.00000 150.5583 TREE, 760 mm, REMOVE EACH 1,228.76 621.24 0017 202-02278 120.000 19.75000 11.00000 1,320.00000 55.6962 CURB, CONCRETE, REMOVE m 2,370.00 -1,050.00 0018 202-52710 892.000 16.97000 3.75000 3,345.00000 22.0978 SIDEWALK, CONCRETE, REMOVE m2 15,137.24 -11,792.24 0019 202-78515 1.000 3,000.00000 1,500.00000 1,500.00000 50.0000 TRAFFIC SIGNAL EQUIPMENT, REMOVE LS 3,000.00 -1,500.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -2 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 203-02000 5,130.000 31.00000 22.00000 112,860.00000 70.9677 EXCAVATION, COMMON m3 159,030.00 -46,170.00 0021 205-03371 20.000 37.74000 37.00000 740.00000 98.0392 SEDIMENT REMOVE m3 754.80 -14.80 0022 205-06933 26.000 100.00000 95.00000 2,470.00000 95.0000 TEMPORARY DITCH INLET PROTECTION EACH 2,600.00 -130.00 0023 205-06937 316.500 4.00000 5.75000 1,819.88000 143.7504 TEMPORARY SILT FENCE m 1,266.00 553.88 0024 207-08268 13,582.000 26.40000 13.50000 183,357.00000 51.1364 SUBGRADE TREATMENT, TYPE IV m2 358,564.80 -175,207.80 0025 211-07454 500.000 40.00000 50.00000 25,000.00000 125.0000 STRUCTURE BACKFILL m3 20,000.00 5,000.00 0026 301-07448 1,789.000 31.00000 25.00000 44,725.00000 80.6452 COMPACT AGG, NO. 53, BASE Mg 55,459.00 -10,734.00 0027 303-07449 13.000 35.00000 37.50000 487.50000 107.1429 COMPACT AGG, NO. 73 Mg 455.00 32.50 0028 304-07489 40.500 127.56000 118.00000 4,779.00000 92.5055 HMA PATCHING, TYPE A Mg 5,166.18 -387.18 0029 306-08034 8,761.000 4.51000 1.05000 9,199.05000 23.2816 MILLING, ASPHALT, 38 mm m2 39,512.11 -30,313.06 0030 401-06264 1.000 5,000.00000 3,400.00000 3,400.00000 68.0000 PROFILOGRAPH, HMA LS 5,000.00 -1,600.00 0031 401-07334 1,433.000 84.56000 75.00000 107,475.00000 88.6944 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm Mg 121,174.48 -13,699.48 0032 401-07403 1,693.000 65.88000 64.00000 108,352.00000 97.1463 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm Mg 111,534.84 -3,182.84 0033 401-07424 4,933.000 58.00000 52.00000 256,516.00000 89.6552 QC/QA-HMA, 3, 64, BASE, 19.0 mm Mg 286,114.00 -29,598.00 0034 401-07429 1,900.000 52.59000 61.00000 115,900.00000 115.9916 QC/QA-HMA, 5, 76, INTERMEDIATE,OG,19.0mm Mg 99,921.00 15,979.00 0035 402-07441 197.000 59.06000 69.50000 13,691.50000 117.6769 HMA BASE, TYPE B Mg 11,634.82 2,056.68 0036 402-07453 755.000 61.97000 110.00000 83,050.00000 177.5052 HMA FOR TEMPORARY PVMT Mg 46,787.35 36,262.65 0038 406-05520 16.900 350.00000 280.00000 4,732.00000 80.0000 ASPHALT FOR TACK COAT Mg 5,915.00 -1,183.00 0039 604-06070 1,965.500 42.01000 36.00000 70,758.00000 85.6939 SIDEWALK, CONCRETE m2 82,570.66 -11,812.66 0040 604-07894 25.100 215.76000 195.00000 4,894.50000 90.3781 CURB RAMP, CONCRETE, A m2 5,415.58 -521.08 0041 604-07900 33.000 125.92000 195.00000 6,435.00000 154.8602 CURB RAMP, CONCRETE, F m2 4,155.36 2,279.64 0042 604-07902 131.300 157.80000 195.00000 25,603.50000 123.5741 CURB RAMP, CONCRETE, H m2 20,719.14 4,884.36 0043 604-44251 0.900 889.70000 1,350.00000 1,215.00000 151.7365 STEPS, CONCRETE m3 800.73 414.27 0044 605-06120 301.000 49.84000 80.00000 24,080.00000 160.5136 CURB, CONCRETE m 15,001.84 9,078.16 0045 605-06145 16.200 75.00000 100.00000 1,620.00000 133.3333 CURB AND GUTTER, B, CONCRETE m 1,215.00 405.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -3 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0046 605-06150 1,630.000 49.58000 49.50000 80,685.00000 99.8386 CURB AND GUTTER, C, CONCRETE m 80,815.40 -130.40 0047 605-94811 2.000 618.26000 575.00000 1,150.00000 93.0029 CURB TURNOUT EACH 1,236.52 -86.52 0048 610-07486 62.000 100.00000 91.00000 5,642.00000 91.0000 HMA FOR APPROACHES, TYPE A Mg 6,200.00 -558.00 0049 610-07487 1,431.000 98.00000 82.50000 118,057.50000 84.1837 HMA FOR APPROACHES, TYPE B Mg 140,238.00 -22,180.50 0050 610-07712 1,568.500 75.00000 48.00000 75,288.00000 64.0000 PCCP FOR APPROACHES, 150 mm m2 117,637.50 -42,349.50 0051 615-06505 17.000 511.04000 520.00000 8,840.00000 101.7533 MONUMENT, B EACH 8,687.68 152.32 0052 616-02320 40.500 5.61000 7.00000 283.50000 124.7744 GEOTEXTILES m2 227.21 56.29 0053 616-06405 35.600 40.52000 35.00000 1,246.00000 86.3772 RIPRAP, REVETMENT Mg 1,442.51 -196.51 0054 621-01004 3.000 567.63000 630.00000 1,890.00000 110.9878 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 1,702.89 187.11 0055 621-06545 0.300 606.18000 1,050.00000 315.00000 173.2197 FERTILIZER Mg 181.85 133.15 0056 621-06553 38.000 8.54000 10.00000 380.00000 117.0960 SEED MIXTURE, R kg 324.52 55.48 0057 621-06557 18.000 10.25000 6.30000 113.40000 61.4634 SEED MIXTURE, T kg 184.50 -71.10 0058 621-06565 1.800 572.17000 630.00000 1,134.00000 110.1067 MULCHING MATERIAL Mg 1,029.91 104.09 0059 621-06567 51.800 1.21000 1.00000 51.80000 82.6420 WATER kL 62.68 -10.88 0060 621-06575 2,402.000 4.68000 4.25000 10,208.50000 90.8120 SODDING, NURSERY m2 11,241.36 -1,032.86 0061 715-05024 260.400 266.33000 268.00000 69,787.20000 100.6270 PIPE, TYPE 2, CIRCULAR, 900 mm m 69,352.33 434.87 0062 715-05048 2,262.000 14.00000 15.50000 35,061.00000 110.7143 PIPE, TYPE 4, CIRCULAR, 150 mm m 31,668.00 3,393.00 0063 715-05053 3.000 78.00000 80.00000 240.00000 102.5641 PIPE, UNDERDRAIN OUTLET, 150 mm m 234.00 6.00 0064 715-05149 519.700 145.00000 138.00000 71,718.60000 95.1724 PIPE, TYPE 2, CIRCULAR, 300 mm m 75,356.50 -3,637.90 0065 715-05151 152.200 178.00000 97.00000 14,763.40000 54.4944 PIPE, TYPE 2, CIRCULAR, 375 mm m 27,091.60 -12,328.20 0066 715-05152 124.300 193.00000 109.00000 13,548.70000 56.4767 PIPE, TYPE 2, CIRCULAR, 450 mm m 23,989.90 -10,441.20 0067 715-05154 192.900 216.00000 150.00000 28,935.00000 69.4444 PIPE, TYPE 2, CIRCULAR, 600 mm m 41,666.40 -12,731.40 0068 715-05156 312.500 247.00000 176.00000 55,000.00000 71.2551 PIPE, TYPE 2, CIRCULAR, 750 mm m 77,187.50 -22,187.50 0069 715-05159 190.000 300.00000 530.00000 100,700.00000 176.6667 PIPE, TYPE 2, CIRCULAR, 1050 mm m 57,000.00 43,700.00 0070 715-05161 369.000 700.00000 670.00000 247,230.00000 95.7143 PIPE, TYPE 2, CIRCULAR, 1200 mm m 258,300.00 -11,070.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -4 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0071 715-06004 1.000 1,834.77000 3,300.00000 3,300.00000 179.8591 CONCRETE ANCHOR, 1200 mm EACH 1,834.77 1,465.23 0072 715-08305 1,102.000 110.00000 66.50000 73,283.00000 60.4545 HMA FOR STRUCTURE INSTALLATION, TYPE B Mg 121,220.00 -47,937.00 0073 715-46010 2.000 343.05000 366.00000 732.00000 106.6900 PIPE END SECTION, 450 mm EACH 686.10 45.90 0074 715-46020 1.000 387.57000 471.00000 471.00000 121.5264 PIPE END SECTION, 600 mm EACH 387.57 83.43 0075 715-46040 2.000 867.01000 990.00000 1,980.00000 114.1855 PIPE END SECTION, 900 mm EACH 1,734.02 245.98 0076 718-06531 1.000 546.96000 640.00000 640.00000 117.0104 OUTLET PROTECTOR, 3 EACH 546.96 93.04 0077 718-06532 1,000.000 3.33000 2.50000 2,500.00000 75.0751 VIDEO INSPECTION FOR UNDERDRAINS m 3,330.00 -830.00 0078 718-52610 364.500 40.30000 58.00000 21,141.00000 143.9206 AGGREGATE FOR UNDERDRAINS m3 14,689.35 6,451.65 0079 718-99153 6,143.000 1.78000 1.50000 9,214.50000 84.2697 GEOTEXTILES FOR UNDERDRAIN m2 10,934.54 -1,720.04 0080 720-08241 5.000 5,000.00000 4,200.00000 21,000.00000 84.0000 MANHOLE, K15, MODIFIED EACH 25,000.00 -4,000.00 0081 720-44000 7.000 314.99000 460.00000 3,220.00000 146.0364 CASTING, ADJUST TO GRADE EACH 2,204.93 1,015.07 0082 720-45030 2.000 1,283.05000 950.00000 1,900.00000 74.0423 INLET, E7 EACH 2,566.10 -666.10 0083 720-45035 4.000 1,236.93000 950.00000 3,800.00000 76.8031 INLET, F7 EACH 4,947.72 -1,147.72 0084 720-45045 5.000 1,449.75000 1,200.00000 6,000.00000 82.7729 INLET, J10 EACH 7,248.75 -1,248.75 0085 720-45055 1.000 1,576.25000 1,250.00000 1,250.00000 79.3021 INLET, M10 EACH 1,576.25 -326.25 0086 720-45085 1.000 1,817.11000 1,700.00000 1,700.00000 93.5552 INLET, T14 EACH 1,817.11 -117.11 0087 720-45275 20.000 1,000.00000 750.00000 15,000.00000 75.0000 PIPE CATCH BASIN, 600 mm EACH 20,000.00 -5,000.00 0088 720-45410 17.000 2,046.58000 1,300.00000 22,100.00000 63.5206 MANHOLE, C4 EACH 34,791.86 -12,691.86 0089 720-45416 2.000 3,500.00000 3,700.00000 7,400.00000 105.7143 MANHOLE, E4 EACH 7,000.00 400.00 0090 720-91973 21.000 3,300.00000 2,100.00000 44,100.00000 63.6364 MANHOLE, H4 EACH 69,300.00 -25,200.00 0091 720-93501 1.000 7,050.31000 5,600.00000 5,600.00000 79.4291 MANHOLE, L4 EACH 7,050.31 -1,450.31 0092 720-94612 4.000 3,197.19000 3,600.00000 14,400.00000 112.5989 MANHOLE, K4 EACH 12,788.76 1,611.24 0093 720-98174 45.000 1,800.00000 1,600.00000 72,000.00000 88.8889 INLET, B15 EACH 81,000.00 -9,000.00 0094 720-98555 21.000 1,719.89000 1,700.00000 35,700.00000 98.8435 INLET, C15 EACH 36,117.69 -417.69 0095 801-04308 11.000 248.80000 625.00000 6,875.00000 251.2058 ROAD CLOSURE SIGN ASSEMBLY EACH 2,736.80 4,138.20 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -5 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0096 801-06203 4,120.000 0.88000 1.00000 4,120.00000 113.6364 TEMPORARY PAVEMENT MARKING, 100 mm m 3,625.60 494.40 0097 801-06207 2,370.000 2.85000 3.15000 7,465.50000 110.5263 TEMPORARY PAVEMENT MARKING, REMOVABLE, m 6,754.50 711.00 0098 801-06625 15.000 98.71000 132.00000 1,980.00000 133.7251 DETOUR ROUTE MARKER ASSEMBLY EACH 1,480.65 499.35 0099 801-06640 33.000 120.00000 195.00000 6,435.00000 162.5000 CONSTRUCTION SIGN, A EACH 3,960.00 2,475.00 0100 801-06645 13.000 41.91000 63.00000 819.00000 150.3221 CONSTRUCTION SIGN, B EACH 544.83 274.17 0101 801-06710 510.000 20.00000 17.00000 8,670.00000 85.0000 FLASHING ARROW SIGN DAY 10,200.00 -1,530.00 0102 801-06775 1.000 150,000.00000 79,000.00000 79,000.00000 52.6667 MAINTAINING TRAFFIC LS 150,000.00 -71,000.00 0103 801-07118 28.800 50.00000 88.00000 2,534.40000 176.0000 BARRICADE, III-A m 1,440.00 1,094.40 0104 801-07119 108.000 41.44000 102.00000 11,016.00000 246.1390 BARRICADE, III-B m 4,475.52 6,540.48 0105 802-04242 8.000 100.00000 105.00000 840.00000 105.0000 PEDESTRIAN PUSHBUTTON SIGN, BRAILLE EACH 800.00 40.00 0106 802-07059 80.000 30.05000 26.50000 2,120.00000 88.1864 SIGN, SHEET, AND SUPPORTS, REMOVE EACH 2,404.00 -284.00 0107 802-76025 32.200 176.32000 132.00000 4,250.40000 74.8639 SIGN, SHEET, ENCAPSULATED LENS WITH LEGE m2 5,677.50 -1,427.10 0108 802-76035 2.100 193.64000 142.00000 298.20000 73.3327 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 406.64 -108.44 0109 802-76045 10.400 191.66000 168.00000 1,747.20000 87.6554 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 1,993.26 -246.06 0111 805-01815 4.000 1,902.23000 2,050.00000 8,200.00000 107.7683 SIGNAL SUPPORT FOUNDATION,915mm X 3.7 m EACH 7,608.92 591.08 0112 805-01842 7.000 481.47000 895.00000 6,265.00000 185.8890 HANDHOLE, SIGNAL EACH 3,370.29 2,894.71 0113 805-01893 1.000 2,500.00000 3,425.00000 3,425.00000 137.0000 MAINTAINING TRAFFIC SIGNAL LS 2,500.00 925.00 0114 805-02087 1.000 2,500.00000 525.00000 525.00000 21.0000 TRANSPORTATION OF SALV. SIGNAL EQUIPMENT LS 2,500.00 -1,975.00 0115 805-02152 8.000 543.35000 610.00000 4,880.00000 112.2665 PEDESTRIAN SIGNAL HEAD WITH INTER. SYMBO EACH 4,346.80 533.20 0116 805-06592 277.000 60.79000 50.50000 13,988.50000 83.0729 CONDUIT, STEEL, GALVANIZED, 50mm m 16,838.83 -2,850.33 0117 805-06834 1.000 8,977.21000 9,950.00000 9,950.00000 110.8362 CONTROLLER AND CABINET, MENU DRIVEN, 8 EACH 8,977.21 972.79 0118 805-78205 8.000 536.63000 685.00000 5,480.00000 127.6485 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED, EACH 4,293.04 1,186.96 0120 805-78415 4.000 1,487.72000 1,600.00000 6,400.00000 107.5471 SPAN, CATENARY, AND TETHER EACH 5,950.88 449.12 0121 805-78420 4.000 208.63000 263.00000 1,052.00000 126.0605 DISCONNECT HANGER EACH 834.52 217.48 0122 805-78445 1.000 480.49000 475.00000 475.00000 98.8574 SIGNAL SERVICE EACH 480.49 -5.49 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -6 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0123 805-78467 19.000 5.72000 5.50000 104.50000 96.1538 SIGNAL CABLE, 3C 8GA. m 108.68 -4.18 0124 805-78480 337.000 3.80000 4.40000 1,482.80000 115.7895 SIGNAL CABLE, 3C 14GA. m 1,280.60 202.20 0125 805-78485 369.000 3.62000 4.75000 1,752.75000 131.2155 SIGNAL CABLE, 5C 14GA. m 1,335.78 416.97 0126 805-78490 278.000 4.50000 5.15000 1,431.70000 114.4444 SIGNAL CABLE, 7C 14GA. m 1,251.00 180.70 0127 805-78510 864.000 3.99000 4.40000 3,801.60000 110.2757 SIGNAL CABLE, 2C 16GA., SHIELDED m 3,447.36 354.24 0129 805-81032 2.000 2,748.16000 3,725.00000 7,450.00000 135.5452 SIGNAL STRAIN POLE, STEEL, 9.2m EACH 5,496.32 1,953.68 0130 805-92504 8.000 441.53000 440.00000 3,520.00000 99.6535 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL EACH 3,532.24 -12.24 0131 808-04298 2.000 299.72000 310.00000 620.00000 103.4299 PAVEMENT MESSAGE MARKINGS,THERM,WORD RXR EACH 599.44 20.56 0132 808-06701 110.000 1.17000 1.35000 148.50000 115.3846 LINE, THERMOPLASTIC, BROKEN, WHITE,100mm m 128.70 19.80 0133 808-06703 792.000 1.56000 1.35000 1,069.20000 86.5385 LINE, THERMOPLASTIC, SOLID, WHITE,100mm m 1,235.52 -166.32 0136 808-75245 2,564.000 1.08000 1.35000 3,461.40000 125.0000 LINE, THERMOPLASTIC, SOLID, YELLOW,100mm m 2,769.12 692.28 0137 808-75320 4.000 76.06000 68.50000 274.00000 90.0605 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 304.24 -30.24 0138 808-75325 2.000 92.77000 73.50000 147.00000 79.2282 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 185.54 -38.54 0139 808-75340 2.000 516.88000 310.00000 620.00000 59.9752 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC EACH 1,033.76 -413.76 0140 202-03875 0.900 300.00000 640.00000 576.00000 213.3333 CONCRETE STEPS, REMOVE EACH 270.00 306.00 0141 201-06587 0.120 100,000.00000 4,820.00000 578.40000 4.8200 CLEARING AND GRUBBING ha 12,000.00 -11,421.60 0142 213-52830 9,458.000 190.00000 102.00000 964,716.00000 53.6842 FLOWABLE MORTAR m3 1,797,020.00 -832,304.00 0143 402-07433 99.000 69.86000 106.00000 10,494.00000 151.7320 HMA SURFACE, TYPE B Mg 6,916.14 3,577.86 0144 606-07484 731.000 4.98000 7.25000 5,299.75000 145.5823 MILLED HMA SHOULDER CORRUGATIONS m 3,640.38 1,659.37 0145 714-04802 14.000 120.00000 162.00000 2,268.00000 135.0000 CONCRETE MODULAR BLOCK WALL m2 1,680.00 588.00 0146 720-45250 6.000 1,970.33000 1,400.00000 8,400.00000 71.0541 CATCH BASIN, K10 EACH 11,821.98 -3,421.98 0147 720-45270 10.000 966.16000 670.00000 6,700.00000 69.3467 PIPE CATCH BASIN, 450 mm EACH 9,661.60 -2,961.60 0148 731-93946 14.000 300.00000 100.00000 1,400.00000 33.3333 WALL ERECTION m2 4,200.00 -2,800.00 0149 731-93947 14.000 150.00000 76.00000 1,064.00000 50.6667 LEVELING PAD, CONCRETE m 2,100.00 -1,036.00 0150 732-07653 2.100 30.00000 78.00000 163.80000 260.0000 COARSE AGGREGATE, NO. 8 Mg 63.00 100.80 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -7 LOW BID ITEM ANALYSIS CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0151 801-07023 2.000 6,500.00000 3,885.00000 7,770.00000 59.7692 ENERGY ABSORBING TERMINAL, CZ, TL-2 EACH 13,000.00 -5,230.00 0152 801-08508 300.000 140.00000 97.00000 29,100.00000 69.2857 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED m 42,000.00 -12,900.00 0153 801-05954 2.000 25.00000 52.50000 105.00000 210.0000 TEMPORARY PAVEMENT MESSAGE MARKING EACH 50.00 55.00 0154 801-09133 4.000 5,856.00000 11,300.00000 45,200.00000 192.9645 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 23,424.00 21,776.00 0155 801-94295 4.000 282.52000 315.00000 1,260.00000 111.4965 SIGNAL HEAD, RELOCATE EACH 1,130.08 129.92 0156 802-05701 270.500 40.92000 30.00000 8,115.00000 73.3138 SIGN POST, SQUARE, 1, REINFORCED ANCHOR m 11,068.86 -2,953.86 0157 802-05702 33.000 36.78000 25.25000 833.25000 68.6514 SIGN POST, SQUARE, 2, REINFORCED ANCHOR m 1,213.74 -380.49 0158 804-06771 1.000 37.13000 25.00000 25.00000 67.3310 DELINEATOR POST, FLEXIBLE EACH 37.13 -12.13 0159 808-75297 124.000 11.41000 20.30000 2,517.20000 177.9141 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP m 1,414.84 1,102.36 0160 808-75300 190.000 4.85000 2.50000 475.00000 51.5464 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS m 921.50 -446.50 0161 808-75278 101.000 6.67000 10.00000 1,010.00000 149.9250 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI m 673.67 336.33 0162 808-92027 273.000 2.97000 2.75000 750.75000 92.5926 LINE, THERMOPLASTIC, SOLID, YELLOW,200mm m 810.81 -60.06 0163 808-75996 39.000 12.10000 10.00000 390.00000 82.6446 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 471.90 -81.90 0164 808-75998 39.000 48.29000 68.00000 2,652.00000 140.8159 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 1,883.31 768.69 0165 202-01406 10.000 48.17000 470.00000 4,700.00000 975.7110 SAMPLING AND TESTING ANALYSIS EACH 481.70 4,218.30 0166 805-96121 8.000 168.24000 158.00000 1,264.00000 93.9135 PEDESTRIAN PUSH BUTTON AND SIGN EACH 1,345.92 -81.92 0167 805-78470 1,104.000 1.05000 0.65000 717.60000 61.9048 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. m 1,159.20 -441.60 0168 805-78785 8.000 636.80000 578.00000 4,624.00000 90.7663 SIGNAL DETECTOR HOUSING EACH 5,094.40 -470.40 0169 805-78925 1.000 849.01000 578.00000 578.00000 68.0793 CONTROLLER CABINET FOUNDATION, P1 EACH 849.01 -271.01 0170 805-81060 2.000 3,242.40000 4,200.00000 8,400.00000 129.5337 SIGNAL STRAIN POLE, STEEL, 11.0 m EACH 6,484.80 1,915.20 0171 805-96014 384.000 24.42000 3.70000 1,420.80000 15.1515 SAW CUT, FULL DEPTH m 9,377.28 -7,956.48 0172 807-02783 2.000 789.78000 1,260.00000 2,520.00000 159.5381 LUMINAIRE MAST ARM, 4.6 m EACH 1,579.56 940.44 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 5,616,843.06 4,286,936.23 76.3229 -1,329,906.83 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 5,616,843.06 4,286,936.23 76.3229 -1,329,906.83 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -1 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 CONTRACT TIME : 08/17/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 9929037 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,595,000.00 1 93.4189 100.0000 2 35-1875662 CRIDER & CRIDER, INC. $ 7,597,529.57 2 93.4500 100.0333 3 -EST- ENGINEER'S ESTIMATE $ 8,130,048.06 3 100.0000 107.0447 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ADDED TRAVEL LANES 0001 105-06845 1.000 100,000.00000 83,681.70000 83,681.70000 83.6817 CONSTRUCTION ENGINEERING LS 100,000.00 -16,318.30 0002 105-07039 12.000 2,200.00000 2,105.20000 25,262.40000 95.6909 FIELD OFFICE, B MOS 26,400.00 -1,137.60 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0004 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEVI 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 1.000 450,000.00000 297,000.00000 297,000.00000 66.0000 MOBILIZATION AND DEMOBILIZATION LS 450,000.00 -153,000.00 0007 201-52370 1.000 150,000.00000 154,149.31000 154,149.31000 102.7662 CLEARING RIGHT OF WAY LS 150,000.00 4,149.31 0008 202-02240 15,870.000 12.00000 10.22000 162,191.40000 85.1667 PVMT REMOVAL m2 190,440.00 -28,248.60 0009 202-02241 64.000 8.63000 10.53000 673.92000 122.0162 GUARDRAIL, REMOVE m 552.32 121.60 0010 202-93994 4.000 525.00000 446.63000 1,786.52000 85.0724 SIGNAL MAST ARM AND POLE, REMOVE EACH 2,100.00 -313.48 0011 203-02000 18,704.000 31.00000 23.49000 439,356.96000 75.7742 EXCAVATION, COMMON m3 579,824.00 -140,467.04 0012 205-06931 33.000 19.00000 275.99000 9,107.67000 1452 TEMPORARY CHECK DAM, REVETMENT RIPRAP Mg 627.00 8,480.67 0013 205-06933 11.000 45.00000 57.89000 636.79000 128.6444 TEMPORARY DITCH INLET PROTECTION EACH 495.00 141.79 0014 205-06936 27.000 7.50000 133.19000 3,596.13000 1775 TEMPORARY SEDIMENT TRAP Mg 202.50 3,393.63 0015 205-06937 1,076.000 1.50000 3.84000 4,131.84000 256.0000 TEMPORARY SILT FENCE m 1,614.00 2,517.84 0016 207-08268 64,650.000 13.23000 15.78000 1,020,177.00000 119.2744 SUBGRADE TREATMENT, TYPE IV m2 855,319.50 164,857.50 0017 211-07454 6,477.000 25.00000 26.12000 169,179.24000 104.4800 STRUCTURE BACKFILL m3 161,925.00 7,254.24 0018 301-07448 3,315.000 20.58000 35.06000 116,223.90000 170.3596 COMPACT AGG, NO. 53, BASE Mg 68,222.70 48,001.20 0019 303-07449 35.000 40.46000 41.57000 1,454.95000 102.7435 COMPACT AGG, NO. 73 Mg 1,416.10 38.85 0020 306-08043 1,958.000 8.59000 4.52000 8,850.16000 52.6193 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -2 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MILLING, TRANSITION m2 16,819.22 -7,969.06 0021 401-06264 1.000 5,000.00000 3,000.00000 3,000.00000 60.0000 PROFILOGRAPH, HMA LS 5,000.00 -2,000.00 0022 401-07327 4,427.000 68.00000 65.00000 287,755.00000 95.5882 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM Mg 301,036.00 -13,281.00 0023 401-07397 7,230.000 60.00000 59.00000 426,570.00000 98.3333 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm Mg 433,800.00 -7,230.00 0024 401-07407 20,533.000 58.00000 48.00000 985,584.00000 82.7586 QC/QA-HMA, 2, 64, BASE, 25.0 mm Mg 1,190,914.00 -205,330.00 0025 401-08333 9,502.000 64.00000 62.00000 589,124.00000 96.8750 QC/QA-HMA, 5, 76, INTERMEDIATE,OG,19.0mm Mg 608,128.00 -19,004.00 0026 402-07453 177.000 110.00000 103.00000 18,231.00000 93.6364 HMA FOR TEMPORARY PVMT Mg 19,470.00 -1,239.00 0027 604-05528 1,192.000 36.57000 71.00000 84,632.00000 194.1482 SIDEWALK, HMA Mg 43,591.44 41,040.56 0028 604-07894 6.000 120.00000 215.72000 1,294.32000 179.7667 CURB RAMP, CONCRETE, A m2 720.00 574.32 0029 604-07897 24.000 120.00000 227.54000 5,460.96000 189.6167 CURB RAMP, CONCRETE, C m2 2,880.00 2,580.96 0030 604-07898 54.000 120.00000 220.97000 11,932.38000 184.1417 CURB RAMP, CONCRETE, D m2 6,480.00 5,452.38 0031 604-07900 33.000 130.00000 211.42000 6,976.86000 162.6308 CURB RAMP, CONCRETE, F m2 4,290.00 2,686.86 0032 604-07901 10.000 120.00000 187.04000 1,870.40000 155.8667 CURB RAMP, CONCRETE, G m2 1,200.00 670.40 0033 604-07902 16.000 140.00000 212.76000 3,404.16000 151.9714 CURB RAMP, CONCRETE, H m2 2,240.00 1,164.16 0034 604-91531 536.000 48.02000 38.62000 20,700.32000 80.4248 SIDEWALK, CONCRETE, 100 mm m2 25,738.72 -5,038.40 0035 605-06120 3,852.000 42.50000 38.67000 148,956.84000 90.9882 CURB, CONCRETE m 163,710.00 -14,753.16 0036 605-06140 4,592.000 55.00000 49.15000 225,696.80000 89.3636 CURB AND GUTTER, CONCRETE m 252,560.00 -26,863.20 0037 605-06215 225.000 94.93000 137.66000 30,973.50000 145.0121 CENTER CURB, D, CONCRETE m 21,359.25 9,614.25 0038 605-93464 882.000 70.00000 92.60000 81,673.20000 132.2857 CENTER CURB, CONCRETE, MODIFIED m2 61,740.00 19,933.20 0039 605-97937 402.000 60.00000 69.03000 27,750.06000 115.0500 CURB AND GUTTER, CONCRETE, ROLL m 24,120.00 3,630.06 0040 610-07486 321.000 110.58000 74.00000 23,754.00000 66.9199 HMA FOR APPROACHES, TYPE A Mg 35,496.18 -11,742.18 0041 610-07712 2,404.000 70.47000 48.19000 115,848.76000 68.3837 PCCP FOR APPROACHES, 150 mm m2 169,409.88 -53,561.12 0042 611-06497 7.000 95.15000 187.36000 1,311.52000 196.9101 MAILBOX ASSEMBLY, SINGLE EACH 666.05 645.47 0043 611-06498 4.000 168.95000 236.84000 947.36000 140.1835 MAILBOX ASSEMBLY, DOUBLE EACH 675.80 271.56 0044 615-06505 6.000 354.29000 526.30000 3,157.80000 148.5506 MONUMENT, B EACH 2,125.74 1,032.06 0045 615-06510 5.000 277.91000 484.20000 2,421.00000 174.2291 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -3 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MONUMENT, C EACH 1,389.55 1,031.45 0046 615-06527 1.000 297.93000 478.93000 478.93000 160.7525 MONUMENT, SECTION CORNER EACH 297.93 181.00 0047 616-02320 523.000 2.83000 4.81000 2,515.63000 169.9647 GEOTEXTILES m2 1,480.09 1,035.54 0048 616-05688 420.000 31.98000 54.50000 22,890.00000 170.4190 RIPRAP, CLASS 1 Mg 13,431.60 9,458.40 0049 616-06405 290.000 33.74000 35.62000 10,329.80000 105.5720 RIPRAP, REVETMENT Mg 9,784.60 545.20 0050 621-01004 3.000 932.95000 263.15000 789.45000 28.2062 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 2,798.85 -2,009.40 0051 621-06545 1.000 572.78000 717.87000 717.87000 125.3308 FERTILIZER Mg 572.78 145.09 0052 621-06554 183.000 8.60000 5.62000 1,028.46000 65.3488 SEED MIXTURE, U kg 1,573.80 -545.34 0053 621-06565 5.000 514.32000 404.20000 2,021.00000 78.5892 MULCHING MATERIAL Mg 2,571.60 -550.60 0054 621-06575 13,187.000 4.08000 3.01000 39,692.87000 73.7745 SODDING, NURSERY m2 53,802.96 -14,110.09 0055 703-51030 1,786.000 1.68000 2.08000 3,714.88000 123.8095 REINFORCING STEEL kg 3,000.48 714.40 0056 706-92237 13.000 309.22000 578.93000 7,526.09000 187.2227 HANDRAIL, STEEL m 4,019.86 3,506.23 0057 706-92237 178.000 400.00000 326.31000 58,083.18000 81.5775 HANDRAIL, STEEL m 71,200.00 -13,116.82 0058 714-44240 23.000 892.38000 1,550.17000 35,653.91000 173.7119 CONCRETE, A, STRUCTURES m3 20,524.74 15,129.17 0059 715-05048 5,238.000 7.85000 10.80000 56,570.40000 137.5796 PIPE, TYPE 4, CIRCULAR, 150 mm m 41,118.30 15,452.10 0060 715-05053 3.000 32.09000 78.95000 236.85000 246.0268 PIPE, UNDERDRAIN OUTLET, 150 mm m 96.27 140.58 0061 715-05119 23.000 114.72000 317.61000 7,305.03000 276.8567 PIPE, TYPE 1, CIRCULAR, 375 mm m 2,638.56 4,666.47 0062 715-05149 950.000 106.80000 111.35000 105,782.50000 104.2603 PIPE, TYPE 2, CIRCULAR, 300 mm m 101,460.00 4,322.50 0063 715-05151 1,077.000 119.00000 119.53000 128,733.81000 100.4454 PIPE, TYPE 2, CIRCULAR, 375 mm m 128,163.00 570.81 0064 715-05152 538.000 129.17000 131.10000 70,531.80000 101.4942 PIPE, TYPE 2, CIRCULAR, 450 mm m 69,493.46 1,038.34 0065 715-05154 273.000 141.77000 168.47000 45,992.31000 118.8333 PIPE, TYPE 2, CIRCULAR, 600 mm m 38,703.21 7,289.10 0066 715-05156 152.000 188.58000 205.19000 31,188.88000 108.8079 PIPE, TYPE 2, CIRCULAR, 750 mm m 28,664.16 2,524.72 0067 715-05161 316.000 204.31000 302.86000 95,703.76000 148.2355 PIPE, TYPE 2, CIRCULAR, 1200 mm m 64,561.96 31,141.80 0068 715-05238 29.000 320.00000 333.56000 9,673.24000 104.2375 PIPE, TYPE 1, DEFORMED, 0.60 m2 m 9,280.00 393.24 0069 715-05413 37.000 382.39000 693.56000 25,661.72000 181.3750 PIPE, SANITARY SEWER, 450 mm m 14,148.43 11,513.29 0070 715-46000 2.000 282.20000 636.50000 1,273.00000 225.5493 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -4 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PIPE END SECTION, 300 mm EACH 564.40 708.60 0071 715-46005 3.000 289.53000 659.17000 1,977.51000 227.6690 PIPE END SECTION, 375 mm EACH 868.59 1,108.92 0072 715-46010 2.000 321.39000 704.45000 1,408.90000 219.1885 PIPE END SECTION, 450 mm EACH 642.78 766.12 0073 715-46020 2.000 389.07000 772.39000 1,544.78000 198.5221 PIPE END SECTION, 600 mm EACH 778.14 766.64 0074 718-06532 1,000.000 3.42000 3.47000 3,470.00000 101.4620 VIDEO INSPECTION FOR UNDERDRAINS m 3,420.00 50.00 0075 718-52610 1,184.000 47.04000 39.11000 46,306.24000 83.1420 AGGREGATE FOR UNDERDRAINS m3 55,695.36 -9,389.12 0076 718-99153 15,713.000 1.67000 1.95000 30,640.35000 116.7665 GEOTEXTILES FOR UNDERDRAIN m2 26,240.71 4,399.64 0077 720-03757 2.000 2,414.77000 3,623.87000 7,247.74000 150.0710 MANHOLE, C15 EACH 4,829.54 2,418.20 0078 720-44000 1.000 482.47000 470.74000 470.74000 97.5688 CASTING, ADJUST TO GRADE EACH 482.47 -11.73 0079 720-45030 8.000 1,102.90000 1,148.21000 9,185.68000 104.1083 INLET, E7 EACH 8,823.20 362.48 0080 720-45035 2.000 1,116.77000 1,517.91000 3,035.82000 135.9197 INLET, F7 EACH 2,233.54 802.28 0081 720-45040 1.000 1,660.00000 2,586.82000 2,586.82000 155.8325 INLET, G7 EACH 1,660.00 926.82 0082 720-45265 1.000 783.53000 1,012.87000 1,012.87000 129.2701 PIPE CATCH BASIN, 375 mm EACH 783.53 229.34 0083 720-45410 35.000 1,770.36000 2,435.39000 85,238.65000 137.5647 MANHOLE, C4 EACH 61,962.60 23,276.05 0084 720-45410 1.000 3,700.00000 4,822.83000 4,822.83000 130.3468 MANHOLE, C4 EACH 3,700.00 1,122.83 0085 720-45431 3.000 2,500.00000 3,450.77000 10,352.31000 138.0308 MANHOLE, J EACH 7,500.00 2,852.31 0086 720-45605 6.000 1,000.00000 1,154.77000 6,928.62000 115.4770 STRUCTURE, MANHOLE, RECONSTRUCT m 6,000.00 928.62 0087 720-45605 3.000 2,000.00000 1,154.77000 3,464.31000 57.7385 STRUCTURE, MANHOLE, RECONSTRUCT m 6,000.00 -2,535.69 0088 720-94612 9.000 4,291.50000 3,387.36000 30,486.24000 78.9318 MANHOLE, K4 EACH 38,623.50 -8,137.26 0089 720-95422 6.000 2,091.07000 2,796.29000 16,777.74000 133.7253 MANHOLE, J4 EACH 12,546.42 4,231.32 0090 720-98174 47.000 1,807.08000 2,056.94000 96,676.18000 113.8267 INLET, B15 EACH 84,932.76 11,743.42 0091 720-98555 57.000 1,688.52000 2,054.01000 117,078.57000 121.6456 INLET, C15 EACH 96,245.64 20,832.93 0092 723-06660 44.000 300.00000 1,080.41000 47,538.04000 360.1367 WINGWALL m2 13,200.00 34,338.04 0093 723-08392 70.000 4,600.00000 3,800.94000 266,065.80000 82.6291 STRU, PREC THRE-SID, 3660 mm X 2130 mm m 322,000.00 -55,934.20 0094 732-08420 233.000 193.06000 103.64000 24,148.12000 53.6828 MODULAR BLOCK WALL WITH GROUND REINFORCE m2 44,982.98 -20,834.86 0095 732-08421 233.000 193.06000 404.57000 94,264.81000 209.5566 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -5 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MODULAR BLOCK WALL ERECTION m2 44,982.98 49,281.83 0096 801-04308 11.000 293.47000 499.99000 5,499.89000 170.3718 ROAD CLOSURE SIGN ASSEMBLY EACH 3,228.17 2,271.72 0097 801-06203 8,300.000 1.12000 0.53000 4,399.00000 47.3214 TEMPORARY PAVEMENT MARKING, 100 mm m 9,296.00 -4,897.00 0098 801-06207 4,500.000 3.16000 3.15000 14,175.00000 99.6835 TEMPORARY PAVEMENT MARKING, REMOVABLE, m 14,220.00 -45.00 0099 801-06216 13.000 9.57000 12.16000 158.08000 127.0637 TEMPORARY TRANSVERSE PAVEMENT MARKING, m 124.41 33.67 0100 801-06640 10.000 102.19000 263.15000 2,631.50000 257.5105 CONSTRUCTION SIGN, A EACH 1,021.90 1,609.60 0101 801-06710 500.000 18.07000 12.63000 6,315.00000 69.8949 FLASHING ARROW SIGN DAY 9,035.00 -2,720.00 0102 801-06775 1.000 400,000.00000 108,898.19000 108,898.19000 27.2245 MAINTAINING TRAFFIC LS 400,000.00 -291,101.81 0103 801-07119 108.000 134.22000 41.05000 4,433.40000 30.5841 BARRICADE, III-B m 14,495.76 -10,062.36 0104 802-05702 323.000 23.53000 38.80000 12,532.40000 164.8959 SIGN POST, SQUARE, 2, REINFORCED ANCHOR m 7,600.19 4,932.21 0105 802-76025 38.000 137.39000 179.76000 6,830.88000 130.8392 SIGN, SHEET, ENCAPSULATED LENS WITH LEGE m2 5,220.82 1,610.06 0106 802-76035 29.000 150.92000 159.74000 4,632.46000 105.8442 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 4,376.68 255.78 0107 802-96915 1.000 500.00000 842.76000 842.76000 168.5520 SIGN, RELOCATE LS 500.00 342.76 0108 805-01815 4.000 1,642.30000 2,003.16000 8,012.64000 121.9728 SIGNAL SUPPORT FOUNDATION,915mm X 3.7 m EACH 6,569.20 1,443.44 0109 805-01842 4.000 585.19000 660.00000 2,640.00000 112.7839 HANDHOLE, SIGNAL EACH 2,340.76 299.24 0110 805-01893 1.000 5,000.00000 1,232.35000 1,232.35000 24.6470 MAINTAINING TRAFFIC SIGNAL LS 5,000.00 -3,767.65 0111 805-02077 1.000 15,000.00000 12,025.23000 12,025.23000 80.1682 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM EACH 15,000.00 -2,974.77 0112 805-02087 1.000 500.00000 446.63000 446.63000 89.3260 TRANSPORTATION OF SALV. SIGNAL EQUIPMENT LS 500.00 -53.37 0113 805-02152 8.000 400.92000 361.42000 2,891.36000 90.1477 PEDESTRIAN SIGNAL HEAD WITH INTER. SYMBO EACH 3,207.36 -316.00 0114 805-02658 238.000 4.16000 3.37000 802.06000 81.0096 CABLE, COAXIAL m 990.08 -188.02 0115 805-03537 3.000 16,000.00000 12,025.23000 36,075.69000 75.1577 SIGNAL CANTILEVER STRUCTURE, 13.7 m ARM EACH 48,000.00 -11,924.31 0116 805-03979 2.000 800.00000 817.96000 1,635.92000 102.2450 EMERGENCY VEHICLE LIGHT DETECTOR, TWO CH EACH 1,600.00 35.92 0117 805-03980 2.000 200.00000 239.03000 478.06000 119.5150 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT EACH 400.00 78.06 0118 805-06592 145.000 32.16000 31.85000 4,618.25000 99.0361 CONDUIT, STEEL, GALVANIZED, 50mm m 4,663.20 -44.95 0119 805-06886 1.000 5,000.00000 18,261.16000 18,261.16000 365.2232 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 CAM EACH 5,000.00 13,261.16 0120 805-78100 1.000 7,802.25000 9,171.96000 9,171.96000 117.5553 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -6 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ CONTROLLER AND CABINET, MENU DRIVEN, 8 P EACH 7,802.25 1,369.71 0121 805-78205 6.000 1,200.00000 607.14000 3,642.84000 50.5950 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED, EACH 7,200.00 -3,557.16 0122 805-78230 2.000 1,200.00000 913.48000 1,826.96000 76.1233 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED, EACH 2,400.00 -573.04 0123 805-78370 8.000 111.98000 100.58000 804.64000 89.8196 PEDESTRIAN PUSH BUTTON EACH 895.84 -91.20 0124 805-78445 1.000 390.31000 678.20000 678.20000 173.7593 SIGNAL SERVICE EACH 390.31 287.89 0125 805-78467 8.000 6.07000 5.72000 45.76000 94.2339 SIGNAL CABLE, 3C 8GA. m 48.56 -2.80 0126 805-78480 434.000 3.02000 3.23000 1,401.82000 106.9536 SIGNAL CABLE, 3C 14GA. m 1,310.68 91.14 0127 805-78485 292.000 4.33000 3.63000 1,059.96000 83.8337 SIGNAL CABLE, 5C 14GA. m 1,264.36 -204.40 0128 805-78490 216.000 3.79000 3.99000 861.84000 105.2770 SIGNAL CABLE, 7C 14GA. m 818.64 43.20 0129 805-78925 1.000 668.29000 793.99000 793.99000 118.8092 CONTROLLER CABINET FOUNDATION, P1 EACH 668.29 125.70 0130 805-95568 332.000 30.00000 24.52000 8,140.64000 81.7333 CONDUIT, PVC, 100 mm m 9,960.00 -1,819.36 0131 808-02066 176.000 4.04000 3.00000 528.00000 74.2574 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI m 711.04 -183.04 0132 808-03439 391.000 7.50000 11.89000 4,648.99000 158.5333 TRANSVERSE MARKING,THERM,CRSWLK,WHT,600 m 2,932.50 1,716.49 0133 808-06701 1,045.000 1.04000 1.13000 1,180.85000 108.6538 LINE, THERMOPLASTIC, BROKEN, WHITE,100mm m 1,086.80 94.05 0134 808-06703 259.000 0.96000 1.13000 292.67000 117.7083 LINE, THERMOPLASTIC, SOLID, WHITE,100mm m 248.64 44.03 0135 808-06705 232.000 2.69000 3.95000 916.40000 146.8401 LINE, THERMOPLASTIC, SOLID, WHITE,200 mm m 624.08 292.32 0136 808-06711 4,000.000 0.56000 0.01000 40.00000 1.7857 LINE, PAINT, BROKEN, WHITE, 100 mm m 2,240.00 -2,200.00 0137 808-06713 101.000 0.61000 8.63000 871.63000 1414 LINE, PAINT, SOLID, WHITE, 100 mm m 61.61 810.02 0138 808-06714 4,000.000 0.56000 0.01000 40.00000 1.7857 LINE, PAINT, SOLID, YELLOW, 100 mm m 2,240.00 -2,200.00 0139 808-06716 220.000 1.67000 4.47000 983.40000 267.6647 LINE, REMOVE m 367.40 616.00 0140 808-07845 26.000 22.00000 25.26000 656.76000 114.8182 TRANSVERSE MARKINGS EACH 572.00 84.76 0141 808-75245 3,355.000 0.89000 1.13000 3,791.15000 126.9663 LINE, THERMOPLASTIC, SOLID, YELLOW,100mm m 2,985.95 805.20 0142 808-75297 40.000 7.63000 11.89000 475.60000 155.8322 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP m 305.20 170.40 0143 808-75320 13.000 71.76000 87.37000 1,135.81000 121.7531 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 932.88 202.93 0144 808-75325 5.000 71.07000 129.47000 647.35000 182.1725 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 355.35 292.00 0145 808-92027 1,666.000 0.87000 3.95000 6,580.70000 454.0230 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -7 LOW BID ITEM ANALYSIS CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ LINE, THERMOPLASTIC, SOLID, YELLOW,200mm m 1,449.42 5,131.28 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 8,130,048.06 7,595,000.00 93.4189 -535,048.06 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 8,130,048.06 7,595,000.00 93.4189 -535,048.06 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -1 LOW BID ITEM ANALYSIS CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 CONTRACT TIME : 07/27/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0653306 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 5,293,432.54 1 90.4330 100.0000 2 90-0177865 HIS CONSTRUCTORS LLC $ 5,557,458.00 2 94.9436 104.9878 3 35-1128289 BEATY CONSTRUCTION, INC. $ 5,634,000.00 3 96.2513 106.4338 4 -EST- ENGINEER'S ESTIMATE $ 5,853,430.31 4 100.0000 110.5791 5 36-2231526 WALSH CONSTR COMPANY $ 6,258,000.00 5 106.9117 118.2220 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SOUND BARRIER WALLS 0001 105-06845 1.000 114,807.63000 42,057.01000 42,057.01000 36.6326 CONSTRUCTION ENGINEERING LS 114,807.63 -72,750.62 0002 105-07039 15.000 2,200.00000 1,300.00000 19,500.00000 59.0909 FIELD OFFICE, B MOS 33,000.00 -13,500.00 0003 105-08520 3.000 140.00000 453.85260 1,361.56000 324.1810 CELLULAR TELEPHONE/RADIO EACH 420.00 941.56 0004 105-08521 45.000 160.00000 131.11300 5,900.09000 81.9457 CELLULAR TELEPHONE/RADIO SERVICE MOS 7,200.00 -1,299.91 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 DEVI 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 1.000 277,589.75000 264,671.63000 264,671.63000 95.3463 MOBILIZATION AND DEMOBILIZATION LS 277,589.75 -12,918.12 0009 201-52370 1.000 120,000.00000 131,075.23000 131,075.23000 109.2294 CLEARING RIGHT OF WAY LS 120,000.00 11,075.23 0010 202-02241 678.180 4.74000 5.44620 3,693.50000 114.8987 GUARDRAIL, REMOVE m 3,214.57 478.93 0013 202-96531 1,400.000 11.50000 6.55560 9,177.84000 57.0052 FENCE, RIGHT-OF-WAY, REMOVE m 16,100.00 -6,922.16 0014 203-02000 100.000 28.29000 137.63860 13,763.86000 486.5274 EXCAVATION, COMMON m3 2,829.00 10,934.86 0015 205-06931 36.000 31.86000 55.29410 1,990.59000 173.5536 TEMPORARY CHECK DAM, REVETMENT RIPRAP Mg 1,146.96 843.63 0016 205-06932 42.000 12.03000 19.66690 826.01000 163.4822 TEMPORARY CHECK DAM, STRAW BALES m 505.26 320.75 0017 205-06933 10.000 48.18000 60.51370 605.14000 125.5998 TEMPORARY DITCH INLET PROTECTION EACH 481.80 123.34 0018 205-06937 1,349.000 3.62000 7.68470 10,366.66000 212.2845 TEMPORARY SILT FENCE m 4,883.38 5,483.28 0020 211-07454 10.000 42.27000 49.39890 493.99000 116.8654 STRUCTURE BACKFILL m3 422.70 71.29 0021 301-07448 697.000 21.67600 30.54730 21,291.47000 140.9269 COMPACT AGG, NO. 53, BASE Mg 15,108.17 6,183.30 0022 601-01115 708.660 60.00000 124.05310 87,911.47000 206.7552 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -2 LOW BID ITEM ANALYSIS CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ GUARDRAIL, W BEAM, 0.476 m SPACING m 42,519.60 45,391.87 0023 601-03464 2.000 34.90000 48.41090 96.82000 138.7106 GUARDRAIL, STEEL CURVE TERMINAL END SECT EACH 69.80 27.02 0024 601-06035 407.670 32.80800 21.23020 8,654.92000 64.7105 GUARDRAIL, RESET m 13,374.84 -4,719.92 0025 601-08434 1.000 1,100.00000 655.56490 655.56000 59.5964 GUARDRAIL END TREAT,OS,SPARE PKG,STAGE 2 EACH 1,100.00 -444.44 0026 601-94689 2.000 2,619.70000 2,092.76470 4,185.53000 79.8857 GUARDRAIL END TREATMENT, OS EACH 5,239.40 -1,053.87 0027 601-99105 916.280 82.95000 45.73830 41,909.09000 55.1396 GUARDRAIL, W BEAM, 1.905 m SPACING m 76,005.43 -34,096.34 0028 601-99106 121.920 95.25000 77.40710 9,437.47000 81.2673 GUARDRAIL, W BEAM, 0.952 m SPACING m 11,612.88 -2,175.41 0029 603-06045 26.000 43.20000 73.62500 1,914.25000 170.4282 FENCE, CHAIN LINK, 1220 mm m 1,123.20 791.05 0030 605-06120 1,896.000 51.67000 63.41500 120,234.84000 122.7308 CURB, CONCRETE m 97,966.32 22,268.52 0031 605-94811 31.000 498.32000 398.95360 12,367.56000 80.0597 CURB TURNOUT EACH 15,447.92 -3,080.36 0032 607-01910 3.000 500.00000 665.40260 1,996.21000 133.0807 TURNOUT, CONCRETE EACH 1,500.00 496.21 0033 607-06335 723.509 151.90000 74.16200 53,656.87000 48.8229 PAVED SIDE DITCH, A m 109,901.02 -56,244.15 0034 615-06490 30.000 113.65000 110.94180 3,328.25000 97.6170 RIGHT OF WAY MARKER EACH 3,409.50 -81.25 0035 616-02320 740.000 2.70000 1.95880 1,449.51000 72.5480 GEOTEXTILES m2 1,998.00 -548.49 0036 616-06405 158.900 32.70000 37.69990 5,990.51000 115.2901 RIPRAP, REVETMENT Mg 5,196.03 794.48 0037 620-08426 1.000 39,500.00000 37,821.05000 37,821.05000 95.7495 SOUND BARRIER DESIGN AND LAYOUT LS 39,500.00 -1,678.95 0038 620-08427 16,104.000 85.00000 45.14000 726,934.56000 53.1059 SOUND BARRIER ERECTION m2 1,368,840.00 -641,905.44 0039 620-08428 16,104.000 177.07000 215.04000 3,463,004.16000 121.4435 SOUND BARRIER PANELS m2 2,851,535.28 611,468.88 0040 621-01004 6.000 572.23000 252.14030 1,512.84000 44.0627 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 3,433.38 -1,920.54 0041 621-06545 3.300 544.13000 890.55970 2,938.85000 163.6668 FERTILIZER Mg 1,795.63 1,143.22 0042 621-06554 600.000 6.79000 7.71550 4,629.30000 113.6303 SEED MIXTURE, U kg 4,074.00 555.30 0043 621-06565 26.000 365.20000 501.25500 13,032.63000 137.2549 MULCHING MATERIAL Mg 9,495.20 3,537.43 0044 621-06574 245.400 4.59000 6.54560 1,606.29000 142.6051 SODDING m2 1,126.39 479.90 0045 715-05149 32.000 87.36000 161.24290 5,159.77000 184.5728 PIPE, TYPE 2, CIRCULAR, 300 mm m 2,795.52 2,364.25 0046 715-46000 10.000 259.28000 185.50860 1,855.09000 71.5477 PIPE END SECTION, 300 mm EACH 2,592.80 -737.71 0047 720-45260 10.000 852.08000 1,396.96550 13,969.66000 163.9478 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -3 LOW BID ITEM ANALYSIS CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PIPE CATCH BASIN, 300 mm EACH 8,520.80 5,448.86 0048 801-03621 1.000 100,000.00000 5,042.81000 5,042.81000 5.0428 TEMPORARY ILLUMINATION LS 100,000.00 -94,957.19 0049 801-06775 1.000 424,000.00000 63,983.14000 63,983.14000 15.0904 MAINTAINING TRAFFIC LS 424,000.00 -360,016.86 0050 802-05701 60.500 40.89000 34.79540 2,105.12000 85.0949 SIGN POST, SQUARE, 1, REINFORCED ANCHOR m 2,473.85 -368.73 0051 802-07057 10.980 208.54000 221.88350 2,436.28000 106.3985 SIGN, PANEL, WITH LEGEND m2 2,289.77 146.51 0052 802-07159 1.000 3,283.19000 4,286.38610 4,286.39000 130.5556 CANTILEVER TRAFFIC SIGN SUPP FOUN, II EACH 3,283.19 1,003.20 0053 802-76025 3.150 197.27000 129.60010 408.24000 65.6968 SIGN, SHEET, ENCAPSULATED LENS WITH LEGE m2 621.40 -213.16 0054 802-76035 26.480 169.68000 136.35750 3,610.75000 80.3616 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 4,493.13 -882.38 0055 802-76045 15.840 205.02000 166.41260 2,635.98000 81.1690 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND m2 3,247.52 -611.54 0056 802-76055 54.000 18.38000 12.10270 653.55000 65.8475 SIGN POST, A m 992.52 -338.97 0057 802-76140 1.000 15,531.72000 23,701.19070 23,701.19000 152.5986 OVERHEAD SIGN STRUCTURE, CANTILEVER DOUB EACH 15,531.72 8,169.47 0058 807-07580 460.000 15.97000 25.21400 11,598.44000 157.8835 WIRE, NO. 4, COP, IN PLA DUC, IN TR, 4/C m 7,346.20 4,252.24 0059 802-07059 8.000 36.30000 20.17120 161.37000 55.5682 SIGN, SHEET, AND SUPPORTS, REMOVE EACH 290.40 -129.03 0060 202-74040 1.000 463.00000 161.36980 161.37000 34.8531 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE EACH 463.00 -301.63 0061 205-03371 50.000 19.63000 35.94010 1,797.01000 183.0881 SEDIMENT REMOVE m3 981.50 815.51 0062 621-07044 300.000 3.58000 3.93000 1,179.00000 109.7765 SEED MIXTURE, T, SPRING MIX kg 1,074.00 105.00 0063 802-07102 1.000 8,456.95000 16,641.26000 16,641.26000 196.7761 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER EACH 8,456.95 8,184.31 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 5,853,430.31 5,293,432.54 90.4330 -559,997.77 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 5,853,430.31 5,293,432.54 90.4330 -559,997.77 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 205 -1 LOW BID ITEM ANALYSIS CALL ORDER : 205 CONTRACT ID : R -28628-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 CONTRACT TIME : 10/07/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0941030 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1120685 WALSH & KELLY INC $ 5,573,508.11 1 99.5831 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 5,596,843.52 2 100.0000 100.4187 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,655,928.85 3 101.0557 101.4788 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 10,000.00000 40,000.00000 40,000.00000 400.0000 CONSTRUCTION ENGINEERING LS 10,000.00 30,000.00 0002 105-07039 6.000 2,200.00000 2,000.00000 12,000.00000 90.9091 FIELD OFFICE, B MOS 13,200.00 -1,200.00 0003 105-08520 3.000 75.00000 100.00000 300.00000 133.3333 CELLULAR TELEPHONE/RADIO EACH 225.00 75.00 0004 105-08521 18.000 125.00000 125.00000 2,250.00000 100.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 2,250.00 0.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 300,000.00000 277,000.00000 277,000.00000 92.3333 MOBILIZATION AND DEMOBILIZATION LS 300,000.00 -23,000.00 0010 304-07783 277.000 132.00000 160.00000 44,320.00000 121.2121 HMA PATCHING, TYPE D TON 36,564.00 7,756.00 0012 401-07337 22,360.000 62.00000 78.00000 1,744,080.00000 125.8065 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm TON 1,386,320.00 357,760.00 0014 406-05520 186.000 250.00000 300.00000 55,800.00000 120.0000 ASPHALT FOR TACK COAT TON 46,500.00 9,300.00 0015 612-04315 34.500 802.00000 1,376.00000 47,472.00000 171.5711 ASPHALT MATERIAL FOR UNDERSEAL TON 27,669.00 19,803.00 0016 612-05081 1.000 5,000.00000 3,000.00000 3,000.00000 60.0000 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 5,000.00 -2,000.00 0017 612-60410 576.000 7.13515 17.40000 10,022.40000 243.8629 DRILLED HOLE FOR UNDERSEAL EACH 4,109.85 5,912.55 0018 801-01093 12.000 708.00000 365.00000 4,380.00000 51.5537 TEMPORARY WORKSITE SPEED LIMIT SIGN ASSE EACH 8,496.00 -4,116.00 0019 801-06203 13,162.000 0.29316 0.23000 3,027.26000 78.4555 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 3,858.57 -831.31 0020 801-06207 13,162.000 0.78890 1.50000 19,743.00000 190.1382 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 10,383.50 9,359.50 0021 801-06640 30.000 82.63779 84.00000 2,520.00000 101.6486 CONSTRUCTION SIGN, A EACH 2,479.13 40.87 0022 801-06775 1.000 350,000.00000 100,000.00000 100,000.00000 28.5714 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 205 -2 LOW BID ITEM ANALYSIS CALL ORDER : 205 CONTRACT ID : R -28628-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MAINTAINING TRAFFIC LS 350,000.00 -250,000.00 0023 801-09133 2.000 3,876.79576 1,495.00000 2,990.00000 38.5628 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 7,753.59 -4,763.59 0024 808-06703 71,032.000 0.25766 0.28000 19,888.96000 108.6703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 18,302.11 1,586.85 0025 808-75051 1,535.000 3.00000 4.80000 7,368.00000 160.0000 LINE, PREFORMED PLASTIC, SOLID, WHITE, 4 LFT 4,605.00 2,763.00 0026 808-75054 1,535.000 3.00000 5.86000 8,995.10000 195.3333 LINE, PREFORMED PLASTIC, SOLID, YELLOW, LFT 4,605.00 4,390.10 0027 808-75061 32,900.000 3.50000 3.69000 121,401.00000 105.4286 LINE, PREFORMED PLASTIC, BROKEN, WHITE, LFT 115,150.00 6,251.00 0028 808-75245 71,032.000 0.23256 0.25000 17,758.00000 107.4992 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 16,519.20 1,238.80 0029 808-75256 4,499.000 1.13205 0.59000 2,654.41000 52.1179 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 5,093.09 -2,438.68 0030 808-75272 633.000 2.50565 2.38000 1,506.54000 94.9851 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 1,586.08 -79.54 0031 808-75996 1,862.000 9.00000 10.00000 18,620.00000 111.1111 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 16,758.00 1,862.00 0032 808-75998 1,862.000 18.00000 20.00000 37,240.00000 111.1111 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 33,516.00 3,724.00 0033 303-07449 3,313.000 35.00000 35.00000 115,955.00000 100.0000 COMPACT AGG, NO. 73 TON 115,955.00 0.00 0034 306-08043 17,640.000 2.80000 0.70000 12,348.00000 25.0000 MILLING, TRANSITION SYS 49,392.00 -37,044.00 0036 401-07320 16,770.000 58.20000 53.00000 888,810.00000 91.0653 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm TON 976,014.00 -87,204.00 0037 401-07388 31,234.000 52.00000 51.00000 1,592,934.00000 98.0769 QC/QA-HMA, 5, 76, INTERMEDIATE, 12.5 mm TON 1,624,168.00 -31,234.00 0038 606-07484 129,064.000 0.20000 0.21000 27,103.44000 105.0000 MILLED HMA SHOULDER CORRUGATIONS LFT 25,812.80 1,290.64 0039 306-08042 150,574.000 0.55000 0.70000 105,401.80000 127.2727 MILLING, SCARIFICATION/PROFILE SYS 82,815.70 22,586.10 0040 306-08033 52,701.000 0.65000 0.70000 36,890.70000 107.6923 MILLING, ASPHALT, 1 IN SYS 34,255.65 2,635.05 0041 306-08036 180,690.000 0.95000 0.70000 126,483.00000 73.6842 MILLING, ASPHALT, 2 IN SYS 171,655.50 -45,172.50 0042 306-08036 90,345.000 0.95000 0.70000 63,241.50000 73.6842 MILLING, ASPHALT, 2 IN SYS 85,827.75 -22,586.25 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 5,596,843.52 5,573,508.11 99.5831 -23,335.41 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 5,596,843.52 5,573,508.11 99.5831 -23,335.41 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 215 -1 LOW BID ITEM ANALYSIS CALL ORDER : 215 CONTRACT ID : R -28634-A COUNTIES : BLACKFORD JAY LETTING DATE : 05/10/06 CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 400500G ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 14,500.00 1 44.0114 100.0000 2 35-1058755 BAKER & SCHULTZ, INC. $ 15,470.00 2 46.9556 106.6897 3 35-1874009 HAUER EXCAVATING $ 15,870.00 3 48.1697 109.4483 4 -EST- ENGINEER'S ESTIMATE $ 32,946.00 4 100.0000 227.2138 5 35-1817574 YARDBERRY LANDSCAPE $ 39,300.00 5 119.2861 271.0345 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 HOUSES AND BUILDINGS, REMOVE 0001 202-03000 1.000 31,251.00000 13,800.00000 13,800.00000 44.1586 HOUSES AND BUILDINGS, REMOVE LS 31,251.00 -17,451.00 0002 205-06937 200.000 1.75000 1.00000 200.00000 57.1429 TEMPORARY SILT FENCE LFT 350.00 -150.00 0003 621-06559 500.000 2.69000 1.00000 500.00000 37.1747 MULCHED SEEDING, R SYS 1,345.00 -845.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 32,946.00 14,500.00 44.0114 -18,446.00 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 32,946.00 14,500.00 44.0114 -18,446.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 225 -1 LOW BID ITEM ANALYSIS CALL ORDER : 225 CONTRACT ID : R -28650-A COUNTIES : VARIOUS LETTING DATE : 05/10/06 CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 10000BY ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1817574 YARDBERRY LANDSCAPE $ 442,267.00 1 97.8205 100.0000 2 35-1526557 MIDWEST MOLE, INC. $ 444,301.00 2 98.2704 100.4599 3 -EST- ENGINEER'S ESTIMATE $ 452,121.00 3 100.0000 102.2281 35-2097364 INDIANA RELINE INC IRREGULAR ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 PIPE SLIP LINING 0001 105-06845 1.000 14,500.00000 2,000.00000 2,000.00000 13.7931 CONSTRUCTION ENGINEERING LS 14,500.00 -12,500.00 0002 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0003 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0004 110-01001 1.000 29,000.00000 20,000.00000 20,000.00000 68.9655 MOBILIZATION AND DEMOBILIZATION LS 29,000.00 -9,000.00 0005 201-52370 1.000 11,000.00000 3,500.00000 3,500.00000 31.8182 CLEARING RIGHT OF WAY LS 11,000.00 -7,500.00 0006 621-06559 2,000.000 2.00000 1.00000 2,000.00000 50.0000 MULCHED SEEDING, R SYS 4,000.00 -2,000.00 0007 725-06858 95.000 333.20000 340.00000 32,300.00000 102.0408 PIPE LINER, THERMOPLASTIC, 36 IN. LFT 31,654.00 646.00 0008 725-06861 195.000 348.50000 347.00000 67,665.00000 99.5696 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT LFT 67,957.50 -292.50 0009 725-06861 180.000 263.00000 349.00000 62,820.00000 132.6996 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT LFT 47,340.00 15,480.00 0010 725-06861 40.000 686.00000 740.00000 29,600.00000 107.8717 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT LFT 27,440.00 2,160.00 0011 725-06872 190.000 335.75000 400.00000 76,000.00000 119.1363 PIPE LINER, THERMOPLASTIC, 42 IN. LFT 63,792.50 12,207.50 0012 725-08079 210.000 563.50000 668.00000 140,280.00000 118.5448 PIPE LINER, THERMOPLASTIC, AREA 14.7 SFT LFT 118,335.00 21,945.00 0013 801-06640 16.000 150.00000 100.00000 1,600.00000 66.6667 CONSTRUCTION SIGN, A EACH 2,400.00 -800.00 0014 801-06775 1.000 34,700.00000 4,500.00000 4,500.00000 12.9683 MAINTAINING TRAFFIC LS 34,700.00 -30,200.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 452,121.00 442,267.00 97.8205 -9,854.00 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 452,121.00 442,267.00 97.8205 -9,854.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 255 -1 LOW BID ITEM ANALYSIS CALL ORDER : 255 CONTRACT ID : RS-27948-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/10/06 CONTRACT TIME : 10/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0431061 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,844,520.10 1 74.1596 100.0000 2 31-0515195 VALLEY ASPHALT CORPORATION $ 2,012,823.87 2 80.9263 109.1245 3 -EST- ENGINEER'S ESTIMATE $ 2,487,231.63 3 100.0000 134.8444 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-07039 8.000 2,000.00000 1,000.00000 8,000.00000 50.0000 FIELD OFFICE, B MOS 16,000.00 -8,000.00 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 1.000 125,000.00000 25,000.00000 25,000.00000 20.0000 MOBILIZATION AND DEMOBILIZATION LS 125,000.00 -100,000.00 0006 303-01180 2,891.000 27.00000 18.00000 52,038.00000 66.6667 COMPACT AGG, NO. 53 TON 78,057.00 -26,019.00 0007 304-07491 500.000 75.00000 60.00000 30,000.00000 80.0000 HMA PATCHING, TYPE C TON 37,500.00 -7,500.00 0008 306-08042 332,541.000 0.54000 0.25000 83,135.25000 46.2963 MILLING, SCARIFICATION/PROFILE SYS 179,572.14 -96,436.89 0009 306-08432 17,325.000 0.54000 0.50000 8,662.50000 92.5926 MILLING, APPROACH SYS 9,355.50 -693.00 0010 401-07320 7,227.500 65.00000 44.00000 318,010.00000 67.6923 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm TON 469,787.50 -151,777.50 0011 401-07328 20,207.500 60.78000 52.50000 1,060,893.75000 86.3771 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 1,228,211.85 -167,318.10 0012 402-07452 200.000 69.00000 52.50000 10,500.00000 76.0870 HMA, TYPE C, WEDGE AND LEVEL TON 13,800.00 -3,300.00 0013 406-05520 117.000 350.00000 240.00000 28,080.00000 68.5714 ASPHALT FOR TACK COAT TON 40,950.00 -12,870.00 0014 610-07488 1,429.500 65.00000 70.00000 100,065.00000 107.6923 HMA FOR APPROACHES, TYPE C TON 92,917.50 7,147.50 0015 801-06203 9,856.000 0.35000 0.50000 4,928.00000 142.8571 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 3,449.60 1,478.40 0016 801-06207 9,856.000 0.35000 1.00000 9,856.00000 285.7143 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 3,449.60 6,406.40 0017 801-06640 44.000 95.73000 150.00000 6,600.00000 156.6907 CONSTRUCTION SIGN, A EACH 4,212.12 2,387.88 0018 801-06710 25.000 25.00000 50.00000 1,250.00000 200.0000 FLASHING ARROW SIGN DAY 625.00 625.00 0019 801-06775 1.000 140,000.00000 50,000.00000 50,000.00000 35.7143 MAINTAINING TRAFFIC LS 140,000.00 -90,000.00 0020 808-06711 20,211.000 0.10000 0.12000 2,425.32000 120.0000 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 255 -2 LOW BID ITEM ANALYSIS CALL ORDER : 255 CONTRACT ID : RS-27948-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ LINE, PAINT, BROKEN, WHITE, 4 IN. LFT 2,021.10 404.22 0021 808-06713 83,000.000 0.10000 0.12000 9,960.00000 120.0000 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 8,300.00 1,660.00 0022 808-06714 78,844.000 0.10000 0.12000 9,461.28000 120.0000 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 7,884.40 1,576.88 0023 808-75297 24.000 20.00000 12.00000 288.00000 60.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 480.00 -192.00 0024 808-75320 2.000 64.25000 200.00000 400.00000 311.2840 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 128.50 271.50 0025 808-75325 1.000 97.74000 400.00000 400.00000 409.2490 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 97.74 302.26 0026 808-75996 1,068.000 8.78000 6.00000 6,408.00000 68.3371 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 9,377.04 -2,969.04 0027 808-75998 1,068.000 15.03000 17.00000 18,156.00000 113.1071 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 16,052.04 2,103.96 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,487,231.63 1,844,520.10 74.1596 -642,711.53 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 2,487,231.63 1,844,520.10 74.1596 -642,711.53 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -1 LOW BID ITEM ANALYSIS CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 CONTRACT TIME : 05/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0561010 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC $ 3,885,458.44 1 89.7711 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 4,328,182.15 2 100.0000 111.3944 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ROAD RECONSTRUCTION 0001 105-06845 1.000 71,900.00000 9,618.00000 9,618.00000 13.3769 CONSTRUCTION ENGINEERING LS 71,900.00 -62,282.00 0002 105-07039 12.000 2,200.00000 1,050.00000 12,600.00000 47.7273 FIELD OFFICE, B MOS 26,400.00 -13,800.00 0003 105-08520 2.000 200.00000 105.00000 210.00000 52.5000 CELLULAR TELEPHONE/RADIO EACH 400.00 -190.00 0004 105-08521 24.000 175.00000 73.50000 1,764.00000 42.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 4,200.00 -2,436.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 214,178.37000 196,468.65000 196,468.65000 91.7313 MOBILIZATION AND DEMOBILIZATION LS 214,178.37 -17,709.72 0010 202-02241 4,081.000 3.69000 1.73000 7,060.13000 46.8835 GUARDRAIL, REMOVE LFT 15,058.89 -7,998.76 0011 202-02271 2.000 275.00000 682.50000 1,365.00000 248.1818 HEADWALL, REMOVE EACH 550.00 815.00 0012 202-93741 21.000 308.12000 193.07000 4,054.47000 62.6607 GUARD RAIL END TREATMENT, REMOVE EACH 6,470.52 -2,416.05 0013 203-02000 332.000 30.00000 42.52000 14,116.64000 141.7333 EXCAVATION, COMMON CYS 9,960.00 4,156.64 0014 203-02070 212.000 20.00000 42.52000 9,014.24000 212.6000 BORROW CYS 4,240.00 4,774.24 0015 203-02376 1.000 15,000.00000 26,250.00000 26,250.00000 175.0000 EXCAVATION, COMMON, FOR DITCH GRADING LS 15,000.00 11,250.00 0016 205-06932 225.000 3.50000 7.14000 1,606.50000 204.0000 TEMPORARY CHECK DAM, STRAW BALES LFT 787.50 819.00 0017 205-06937 7,193.000 2.15000 1.47000 10,573.71000 68.3721 TEMPORARY SILT FENCE LFT 15,464.95 -4,891.24 0018 211-07454 40.000 50.08867 52.50000 2,100.00000 104.8140 STRUCTURE BACKFILL CYS 2,003.55 96.45 0019 303-01180 10,015.000 30.00000 21.26000 212,918.90000 70.8667 COMPACT AGG, NO. 53 TON 300,450.00 -87,531.10 0020 303-08543 1.000 5,000.00000 12,600.00000 12,600.00000 252.0000 COMPACT AGGREGATE LS 5,000.00 7,600.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -2 LOW BID ITEM ANALYSIS CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0021 304-07490 550.000 100.00000 89.96000 49,478.00000 89.9600 HMA PATCHING, TYPE B TON 55,000.00 -5,522.00 0022 306-08033 89,535.000 1.50000 0.74000 66,255.90000 49.3333 MILLING, ASPHALT, 1 IN SYS 134,302.50 -68,046.60 0023 306-08034 1,185.000 1.50000 2.59000 3,069.15000 172.6667 MILLING, ASPHALT, 1 1/2 IN SYS 1,777.50 1,291.65 0024 306-08037 3,000.000 1.50000 1.95000 5,850.00000 130.0000 MILLING, ASPHALT, 3 IN SYS 4,500.00 1,350.00 0025 306-08043 3,190.000 2.50000 2.29000 7,305.10000 91.6000 MILLING, TRANSITION SYS 7,975.00 -669.90 0026 306-08432 1,056.000 2.50000 4.85000 5,121.60000 194.0000 MILLING, APPROACH SYS 2,640.00 2,481.60 0027 401-06264 1.000 10,000.00000 2,143.76000 2,143.76000 21.4376 PROFILOGRAPH, HMA LS 10,000.00 -7,856.24 0028 401-07321 7,909.000 48.00000 64.11000 507,045.99000 133.5625 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 379,632.00 127,413.99 0029 401-07390 13,223.000 61.00000 58.62000 775,132.26000 96.0984 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm TON 806,603.00 -31,470.74 0030 401-07423 16,647.000 67.22000 57.93000 964,360.71000 86.1797 QC/QA-HMA, 2, 64, BASE, 19.0 mm TON 1,119,011.34 -154,650.63 0031 402-07451 6,150.000 61.50000 48.18000 296,307.00000 78.3415 HMA, TYPE B, WEDGE AND LEVEL TON 378,225.00 -81,918.00 0032 406-05520 80.000 350.00000 327.60000 26,208.00000 93.6000 ASPHALT FOR TACK COAT TON 28,000.00 -1,792.00 0033 601-01128 6.000 1,200.00000 1,260.00000 7,560.00000 105.0000 GUARDRAIL TRANSITION TYPE WGB EACH 7,200.00 360.00 0034 601-05071 1.000 1,665.00000 2,441.25000 2,441.25000 146.6216 GUARDRAIL TERMINAL SYS, W BEAM,CURVED,7 EACH 1,665.00 776.25 0035 601-94689 23.000 3,874.95000 2,430.75000 55,907.25000 62.7298 GUARDRAIL END TREATMENT, OS EACH 89,123.85 -33,216.60 0036 601-99105 3,211.000 19.00000 16.64000 53,431.04000 87.5789 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 61,009.00 -7,577.96 0037 610-07487 1,718.000 75.00000 93.75000 161,062.50000 125.0000 HMA FOR APPROACHES, TYPE B TON 128,850.00 32,212.50 0038 611-06497 16.000 155.00000 194.25000 3,108.00000 125.3226 MAILBOX ASSEMBLY, SINGLE EACH 2,480.00 628.00 0039 611-06498 1.000 205.00000 262.50000 262.50000 128.0488 MAILBOX ASSEMBLY, DOUBLE EACH 205.00 57.50 0040 615-06505 31.000 450.00000 950.25000 29,457.75000 211.1667 MONUMENT, B EACH 13,950.00 15,507.75 0041 615-06510 3.000 350.00000 918.75000 2,756.25000 262.5000 MONUMENT, C EACH 1,050.00 1,706.25 0042 616-02320 3,000.000 2.43000 1.84000 5,520.00000 75.7202 GEOTEXTILES SYS 7,290.00 -1,770.00 0043 616-06451 1,500.000 32.00000 61.42000 92,130.00000 191.9375 RIPRAP, UNIFORM TON 48,000.00 44,130.00 0044 616-95754 660.000 5.00000 7.35000 4,851.00000 147.0000 PAVED SIDE DITCH, BREAK LFT 3,300.00 1,551.00 0045 621-01004 2.000 625.00000 1,155.00000 2,310.00000 184.8000 MOBILIZATION AND DEMOBILIZATION FOR SEED EACH 1,250.00 1,060.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 265 -3 LOW BID ITEM ANALYSIS CALL ORDER : 265 CONTRACT ID : RS-27966-A COUNTIES : SULLIVAN LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0046 621-06559 1,850.000 0.91000 1.88000 3,478.00000 206.5934 MULCHED SEEDING, R SYS 1,683.50 1,794.50 0047 621-06574 620.000 4.50000 8.48000 5,257.60000 188.4444 SODDING SYS 2,790.00 2,467.60 0048 715-01662 589.000 10.00000 18.90000 11,132.10000 189.0000 PIPE CLEANING, 12 IN TO 48 IN DIA LFT 5,890.00 5,242.10 0049 715-05123 68.000 85.00000 68.25000 4,641.00000 80.2941 PIPE, TYPE 1, CIRCULAR, 24 IN. LFT 5,780.00 -1,139.00 0050 715-46005 1.000 225.00000 840.00000 840.00000 373.3333 PIPE END SECTION, 15 IN. EACH 225.00 615.00 0051 715-46010 2.000 250.00000 945.00000 1,890.00000 378.0000 PIPE END SECTION, 18 IN. EACH 500.00 1,390.00 0052 715-46020 5.000 550.00000 1,050.00000 5,250.00000 190.9091 PIPE END SECTION, 24 IN. EACH 2,750.00 2,500.00 0053 721-43030 1.000 1,350.00000 2,730.00000 2,730.00000 202.2222 AUTOMATIC DRAINAGE GATE, 30 IN. EACH 1,350.00 1,380.00 0054 725-06857 133.000 200.00000 196.48000 26,131.84000 98.2400 PIPE LINER, THERMOPLASTIC, 24 IN. LFT 26,600.00 -468.16 0055 725-06870 63.000 250.00000 213.02000 13,420.26000 85.2080 PIPE LINER, THERMOPLASTIC, 30 IN. LFT 15,750.00 -2,329.74 0056 801-06203 10,250.000 0.35000 0.37000 3,792.50000 105.7143 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 3,587.50 205.00 0057 801-06207 2,925.000 1.05000 1.27000 3,714.75000 120.9524 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 3,071.25 643.50 0058 801-06640 30.000 135.00000 260.40000 7,812.00000 192.8889 CONSTRUCTION SIGN, A EACH 4,050.00 3,762.00 0059 801-06775 1.000 234,920.00000 108,971.77000 108,971.77000 46.3868 MAINTAINING TRAFFIC LS 234,920.00 -125,948.23 0060 804-06771 50.000 23.00000 31.50000 1,575.00000 136.9565 DELINEATOR POST, FLEXIBLE EACH 1,150.00 425.00 0061 808-06712 3,550.000 0.13000 0.15000 532.50000 115.3846 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 461.50 71.00 0062 808-06713 57,125.000 0.13000 0.15000 8,568.75000 115.3846 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 7,426.25 1,142.50 0063 808-06714 36,675.000 0.13000 0.15000 5,501.25000 115.3846 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 4,767.75 733.50 0064 808-75297 90.500 3.05000 8.24000 745.72000 270.1590 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 276.03 469.69 0065 808-75996 620.000 4.97000 4.20000 2,604.00000 84.5070 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 3,081.40 -477.40 0066 808-75998 620.000 22.00000 19.27000 11,947.40000 87.5909 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 13,640.00 -1,692.60 0067 715-95491 16.000 95.00000 89.25000 1,428.00000 93.9474 PIPE, RELAID, 18 IN. LFT 1,520.00 -92.00 0068 802-07060 19.000 95.00000 110.25000 2,094.75000 116.0526 SIGN, SHEET, RELOCATE EACH 1,805.00 289.75 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 4,328,182.15 3,885,458.44 89.7711 -442,723.71 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 4,328,182.15 3,885,458.44 89.7711 -442,723.71 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 269 -1 LOW BID ITEM ANALYSIS CALL ORDER : 269 CONTRACT ID : RS-27998-C COUNTIES : WAYNE LETTING DATE : 05/10/06 CONTRACT TIME : 11/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 2632024 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,086,233.34 1 88.3352 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 2,361,724.04 2 100.0000 113.2052 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 22,800.00000 6,500.00000 6,500.00000 28.5088 CONSTRUCTION ENGINEERING LS 22,800.00 -16,300.00 0002 105-07039 12.000 2,200.00000 1,300.00000 15,600.00000 59.0909 FIELD OFFICE, B MOS 26,400.00 -10,800.00 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 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 1.000 115,700.00000 103,500.00000 103,500.00000 89.4555 MOBILIZATION AND DEMOBILIZATION LS 115,700.00 -12,200.00 0007 303-01180 1,220.000 30.00000 29.90000 36,478.00000 99.6667 COMPACT AGG, NO. 53 TON 36,600.00 -122.00 0008 304-07490 1,032.000 93.71145 124.75000 128,742.00000 133.1214 HMA PATCHING, TYPE B TON 96,710.22 32,031.78 0009 306-08033 232,689.000 1.25000 1.46000 339,725.94000 116.8000 MILLING, ASPHALT, 1 IN SYS 290,861.25 48,864.69 0010 306-08043 800.000 1.50000 1.50000 1,200.00000 100.0000 MILLING, TRANSITION SYS 1,200.00 0.00 0011 306-08432 12,355.000 2.00000 2.50000 30,887.50000 125.0000 MILLING, APPROACH SYS 24,710.00 6,177.50 0012 401-06264 1.000 5,200.00000 5,500.00000 5,500.00000 105.7692 PROFILOGRAPH, HMA LS 5,200.00 300.00 0013 401-07321 19,197.000 67.95000 48.05000 922,415.85000 70.7138 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 1,304,436.15 -382,020.30 0014 406-05520 61.000 227.00000 300.00000 18,300.00000 132.1586 ASPHALT FOR TACK COAT TON 13,847.00 4,453.00 0015 610-07487 1,093.000 85.00000 84.50000 92,358.50000 99.4118 HMA FOR APPROACHES, TYPE B TON 92,905.00 -546.50 0016 612-04315 96.000 877.00000 1,165.00000 111,840.00000 132.8392 ASPHALT MATERIAL FOR UNDERSEAL TON 84,192.00 27,648.00 0017 612-05081 1.000 1,645.45455 3,150.00000 3,150.00000 191.4370 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 1,645.45 1,504.55 0018 612-60410 1,598.000 7.65000 8.00000 12,784.00000 104.5752 DRILLED HOLE FOR UNDERSEAL EACH 12,224.70 559.30 0019 615-06525 7.000 323.16864 420.00000 2,940.00000 129.9631 CASTING ADJUSTED TO GRADE, MONUMENT EACH 2,262.18 677.82 0020 720-44000 1.000 351.27822 500.00000 500.00000 142.3366 CASTING, ADJUST TO GRADE EACH 351.28 148.72 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 269 -2 LOW BID ITEM ANALYSIS CALL ORDER : 269 CONTRACT ID : RS-27998-C COUNTIES : WAYNE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0021 801-06207 9,047.000 0.95000 1.35000 12,213.45000 142.1053 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 8,594.65 3,618.80 0022 801-06640 54.000 134.00000 105.00000 5,670.00000 78.3582 CONSTRUCTION SIGN, A EACH 7,236.00 -1,566.00 0023 801-06775 1.000 133,000.00000 168,115.00000 168,115.00000 126.4023 MAINTAINING TRAFFIC LS 133,000.00 35,115.00 0024 808-06712 81,675.000 0.11000 0.02000 1,633.50000 18.1818 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 8,984.25 -7,350.75 0025 808-06713 154,030.000 0.11000 0.12000 18,483.60000 109.0909 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 16,943.30 1,540.30 0026 808-06714 81,675.000 0.11000 0.12000 9,801.00000 109.0909 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 8,984.25 816.75 0027 808-06723 1.000 35.41381 105.00000 105.00000 296.5264 PAVEMENT MESSAGE MRKG,PAINT,LANE INDICAT EACH 35.41 69.59 0028 808-75297 372.000 3.90000 4.00000 1,488.00000 102.5641 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 1,450.80 37.20 0029 808-75325 1.000 113.14721 175.00000 175.00000 154.6620 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 113.15 61.85 0030 808-75996 1,642.000 6.00000 5.00000 8,210.00000 83.3333 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 9,852.00 -1,642.00 0031 808-75998 1,642.000 21.00000 17.00000 27,914.00000 80.9524 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 34,482.00 -6,568.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,361,724.04 2,086,233.34 88.3352 -275,490.70 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 2,361,724.04 2,086,233.34 88.3352 -275,490.70 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 275 -1 LOW BID ITEM ANALYSIS CALL ORDER : 275 CONTRACT ID : RS-28001-A COUNTIES : HOWARD LETTING DATE : 05/10/06 CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 4934003 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1139301 E & B PAVING, INC. $ 462,595.10 1 54.2084 100.0000 2 31-4351261 SHELLY & SANDS, INC. $ 518,110.31 2 60.7138 112.0008 3 -EST- ENGINEER'S ESTIMATE $ 853,364.35 3 100.0000 184.4733 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 7,393.28000 4,000.00000 4,000.00000 54.1032 CONSTRUCTION ENGINEERING LS 7,393.28 -3,393.28 0002 105-07039 4.000 1,200.00000 2,100.00000 8,400.00000 175.0000 FIELD OFFICE, B MOS 4,800.00 3,600.00 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 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 47,000.00000 23,000.00000 23,000.00000 48.9362 MOBILIZATION AND DEMOBILIZATION LS 47,000.00 -24,000.00 0007 303-01180 762.000 75.00000 25.00000 19,050.00000 33.3333 COMPACT AGG, NO. 53 TON 57,150.00 -38,100.00 0008 304-07490 40.000 200.00000 125.00000 5,000.00000 62.5000 HMA PATCHING, TYPE B TON 8,000.00 -3,000.00 0009 306-08033 79,818.000 1.50000 0.70000 55,872.60000 46.6667 MILLING, ASPHALT, 1 IN SYS 119,727.00 -63,854.40 0010 306-08043 774.000 2.00000 0.70000 541.80000 35.0000 MILLING, TRANSITION SYS 1,548.00 -1,006.20 0011 306-08432 1,395.000 2.00000 0.70000 976.50000 35.0000 MILLING, APPROACH SYS 2,790.00 -1,813.50 0012 401-06264 1.000 3,000.00000 1,700.00000 1,700.00000 56.6667 PROFILOGRAPH, HMA LS 3,000.00 -1,300.00 0013 401-07321 6,585.000 75.00000 45.00000 296,325.00000 60.0000 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 493,875.00 -197,550.00 0014 406-05520 21.000 263.38000 225.00000 4,725.00000 85.4279 ASPHALT FOR TACK COAT TON 5,530.98 -805.98 0015 610-07487 164.000 85.00000 80.00000 13,120.00000 94.1176 HMA FOR APPROACHES, TYPE B TON 13,940.00 -820.00 0016 801-06207 1,767.000 0.90000 1.40000 2,473.80000 155.5556 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 1,590.30 883.50 0017 801-06640 18.000 139.50000 100.00000 1,800.00000 71.6846 CONSTRUCTION SIGN, A EACH 2,511.00 -711.00 0018 801-06775 1.000 58,000.00000 9,440.00000 9,440.00000 16.2759 MAINTAINING TRAFFIC LS 58,000.00 -48,560.00 0019 808-06712 4,431.000 0.09000 0.11000 487.41000 122.2222 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 398.79 88.62 0020 808-06713 43,884.000 0.23000 0.11000 4,827.24000 47.8261 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 275 -2 LOW BID ITEM ANALYSIS CALL ORDER : 275 CONTRACT ID : RS-28001-A COUNTIES : HOWARD LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ LINE, PAINT, SOLID, WHITE, 4 IN. LFT 10,093.32 -5,266.08 0021 808-06714 13,235.000 0.14000 0.11000 1,455.85000 78.5714 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 1,852.90 -397.05 0022 808-75297 144.000 5.19000 4.25000 612.00000 81.8882 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 747.36 -135.36 0023 808-75996 387.000 2.25000 6.90000 2,670.30000 306.6667 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 870.75 1,799.55 0024 808-75998 387.000 32.41000 15.80000 6,114.60000 48.7504 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 12,542.67 -6,428.07 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 853,364.35 462,595.10 54.2084 -390,769.25 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 853,364.35 462,595.10 54.2084 -390,769.25 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -1 LOW BID ITEM ANALYSIS CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 CONTRACT TIME : 08/11/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 5239004 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1139301 E & B PAVING, INC. $ 526,681.00 1 53.6688 100.0000 2 31-4351261 SHELLY & SANDS, INC. $ 567,828.15 2 57.8617 107.8125 3 35-0918397 RIETH RILEY CONSTRUCTION $ 590,112.00 3 60.1324 112.0435 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 633,136.12 4 64.5165 120.2124 5 -EST- ENGINEER'S ESTIMATE $ 981,354.77 5 100.0000 186.3281 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 7,799.82000 7,320.05000 7,320.05000 93.8490 CONSTRUCTION ENGINEERING LS 7,799.82 -479.77 0002 105-07039 4.000 1,200.00000 2,100.00000 8,400.00000 175.0000 FIELD OFFICE, B MOS 4,800.00 3,600.00 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 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 54,000.00000 26,000.00000 26,000.00000 48.1481 MOBILIZATION AND DEMOBILIZATION LS 54,000.00 -28,000.00 0007 303-01180 1,166.000 25.00000 24.50000 28,567.00000 98.0000 COMPACT AGG, NO. 53 TON 29,150.00 -583.00 0008 304-07490 50.000 200.00000 145.00000 7,250.00000 72.5000 HMA PATCHING, TYPE B TON 10,000.00 -2,750.00 0009 306-08033 91,590.000 1.00000 0.57000 52,206.30000 57.0000 MILLING, ASPHALT, 1 IN SYS 91,590.00 -39,383.70 0010 306-08043 207.000 2.00000 1.00000 207.00000 50.0000 MILLING, TRANSITION SYS 414.00 -207.00 0011 306-08432 1,636.000 2.00000 1.00000 1,636.00000 50.0000 MILLING, APPROACH SYS 3,272.00 -1,636.00 0012 401-06264 1.000 3,000.00000 3,000.00000 3,000.00000 100.0000 PROFILOGRAPH, HMA LS 3,000.00 0.00 0013 401-07321 7,557.000 85.00000 42.00000 317,394.00000 49.4118 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 642,345.00 -324,951.00 0014 406-05520 24.000 263.38000 300.00000 7,200.00000 113.9039 ASPHALT FOR TACK COAT TON 6,321.12 878.88 0015 610-07487 249.000 102.00000 80.00000 19,920.00000 78.4314 HMA FOR APPROACHES, TYPE B TON 25,398.00 -5,478.00 0016 720-06525 2.000 323.16000 500.00000 1,000.00000 154.7221 CASTING, ADJUST TO GRADE, MONUMENT EACH 646.32 353.68 0017 801-06207 2,965.000 1.05000 1.30000 3,854.50000 123.8095 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 3,113.25 741.25 0018 801-06640 29.000 86.25000 108.00000 3,132.00000 125.2174 CONSTRUCTION SIGN, A EACH 2,501.25 630.75 0019 801-06775 1.000 64,000.00000 13,790.00000 13,790.00000 21.5469 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 285 -2 LOW BID ITEM ANALYSIS CALL ORDER : 285 CONTRACT ID : RS-28005-A COUNTIES : HAMILTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ MAINTAINING TRAFFIC LS 64,000.00 -50,210.00 0020 808-06712 6,494.000 0.09000 0.13000 844.22000 144.4444 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 584.46 259.76 0021 808-06713 63,632.000 0.09000 0.13000 8,272.16000 144.4444 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 5,726.88 2,545.28 0022 808-06714 23,149.000 0.09000 0.13000 3,009.37000 144.4444 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 2,083.41 925.96 0023 808-75297 48.000 3.65000 15.00000 720.00000 410.9589 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 175.20 544.80 0024 808-75996 614.000 7.38000 5.65000 3,469.10000 76.5583 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 4,531.32 -1,062.22 0025 808-75998 614.000 32.41000 15.45000 9,486.30000 47.6705 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 19,899.74 -10,413.44 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 981,354.77 526,681.00 53.6688 -454,673.77 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 981,354.77 526,681.00 53.6688 -454,673.77 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -1 LOW BID ITEM ANALYSIS CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0758011 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 1,348,603.97 1 100.0000 96.1914 2 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 1,402,000.00 2 103.9594 100.0000 3 35-0626844 RUDOLPH, J.H. & CO $ 1,494,665.05 3 110.8305 106.6095 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 25,000.00000 22,000.00000 22,000.00000 88.0000 CONSTRUCTION ENGINEERING LS 25,000.00 -3,000.00 0002 105-07038 8.000 1,662.10675 1,350.00000 10,800.00000 81.2222 FIELD OFFICE, A MOS 13,296.85 -2,496.85 0003 105-08520 2.000 100.00000 345.00000 690.00000 345.0000 CELLULAR TELEPHONE/RADIO EACH 200.00 490.00 0004 105-08521 16.000 120.00000 190.00000 3,040.00000 158.3333 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,920.00 1,120.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 76,263.00000 70,100.00000 70,100.00000 91.9188 MOBILIZATION AND DEMOBILIZATION LS 76,263.00 -6,163.00 0010 202-02278 1,326.000 8.00000 15.80000 20,950.80000 197.5000 CURB, CONCRETE, REMOVE LFT 10,608.00 10,342.80 0011 202-02772 1.000 450.00000 120.00000 120.00000 26.6667 CASTING, REMOVE EACH 450.00 -330.00 0012 202-52710 854.800 17.00000 10.00000 8,548.00000 58.8235 SIDEWALK, CONCRETE, REMOVE SYS 14,531.60 -5,983.60 0013 211-07454 2.000 34.00000 27.00000 54.00000 79.4118 STRUCTURE BACKFILL CYS 68.00 -14.00 0014 303-01180 100.000 15.00000 24.00000 2,400.00000 160.0000 COMPACT AGG, NO. 53 TON 1,500.00 900.00 0015 304-07491 1,500.000 106.46000 130.00000 195,000.00000 122.1116 HMA PATCHING, TYPE C TON 159,690.00 35,310.00 0016 306-08036 84,355.000 1.15000 0.65000 54,830.75000 56.5217 MILLING, ASPHALT, 2 IN SYS 97,008.25 -42,177.50 0017 306-08432 8,257.000 2.00000 4.50000 37,156.50000 225.0000 MILLING, APPROACH SYS 16,514.00 20,642.50 0018 401-07352 9,279.000 50.00000 57.00000 528,903.00000 114.0000 QC/QA-HMA, 3, 76, SURFACE, 12.5 mm TON 463,950.00 64,953.00 0019 406-05520 23.150 156.00000 200.00000 4,630.00000 128.2051 ASPHALT FOR TACK COAT TON 3,611.40 1,018.60 0020 604-06070 630.000 77.00000 48.00000 30,240.00000 62.3377 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -2 LOW BID ITEM ANALYSIS CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SIDEWALK, CONCRETE SYS 48,510.00 -18,270.00 0021 604-07894 218.300 157.65000 174.00000 37,984.20000 110.3711 CURB RAMP, CONCRETE, A SYS 34,415.00 3,569.20 0022 604-07896 184.100 167.35000 168.00000 30,928.80000 100.3884 CURB RAMP, CONCRETE, B SYS 30,809.14 119.66 0023 604-07900 200.100 155.00000 175.00000 35,017.50000 112.9032 CURB RAMP, CONCRETE, F SYS 31,015.50 4,002.00 0024 604-07901 18.700 220.00000 187.00000 3,496.90000 85.0000 CURB RAMP, CONCRETE, G SYS 4,114.00 -617.10 0025 604-07902 30.200 220.00000 187.00000 5,647.40000 85.0000 CURB RAMP, CONCRETE, H SYS 6,644.00 -996.60 0026 604-07903 192.400 239.03000 179.00000 34,439.60000 74.8860 CURB RAMP, CONCRETE, K SYS 45,989.37 -11,549.77 0027 605-06120 2,100.000 24.72000 20.00000 42,000.00000 80.9061 CURB, CONCRETE LFT 51,912.00 -9,912.00 0028 610-07488 928.130 71.00000 84.00000 77,962.92000 118.3099 HMA FOR APPROACHES, TYPE C TON 65,897.23 12,065.69 0029 715-05028 13.000 76.00000 260.00000 3,380.00000 342.1053 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 988.00 2,392.00 0030 720-44000 26.000 335.00000 285.00000 7,410.00000 85.0746 CASTING, ADJUST TO GRADE EACH 8,710.00 -1,300.00 0031 720-45075 2.000 1,500.00000 1,800.00000 3,600.00000 120.0000 INLET, R13 EACH 3,000.00 600.00 0032 801-06203 3,559.000 0.50683 0.35000 1,245.65000 69.0566 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 1,803.81 -558.16 0033 801-06207 3,559.000 1.20807 1.00000 3,559.00000 82.7767 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 4,299.52 -740.52 0034 801-06640 63.000 95.73000 145.00000 9,135.00000 151.4677 CONSTRUCTION SIGN, A EACH 6,030.99 3,104.01 0035 801-06775 1.000 49,820.00000 49,411.55000 49,411.55000 99.1801 MAINTAINING TRAFFIC LS 49,820.00 -408.45 0036 805-78470 4,704.000 0.36000 0.36000 1,693.44000 100.0000 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. LFT 1,693.44 0.00 0037 805-78795 4,704.000 7.59390 7.31000 34,386.24000 96.2615 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 35,721.71 -1,335.47 0038 808-06701 656.000 0.50000 0.39000 255.84000 78.0000 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN LFT 328.00 -72.16 0039 808-75043 453.000 0.83000 0.76000 344.28000 91.5663 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN. LFT 375.99 -31.71 0040 808-75240 7,913.000 0.50000 0.39000 3,086.07000 78.0000 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 3,956.50 -870.43 0041 808-75245 34,272.000 0.25400 0.35000 11,995.20000 137.7952 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 8,705.09 3,290.11 0042 808-75260 614.000 1.68000 2.90000 1,780.60000 172.6190 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 1,031.52 749.08 0043 808-75297 1,068.000 8.00000 5.90000 6,301.20000 73.7500 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 8,544.00 -2,242.80 0044 808-75300 2,496.000 1.38000 0.86000 2,146.56000 62.3188 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 3,444.48 -1,297.92 0045 808-75320 53.000 83.11000 65.00000 3,445.00000 78.2096 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 305 -3 LOW BID ITEM ANALYSIS CALL ORDER : 305 CONTRACT ID : RS-28229-A COUNTIES : DUBOIS LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 4,404.83 -959.83 0046 808-75340 1.000 354.75000 395.00000 395.00000 111.3460 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC EACH 354.75 40.25 0047 615-06527 3.000 490.00000 495.00000 1,485.00000 101.0204 MONUMENT, SECTION CORNER EACH 1,470.00 15.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,348,603.97 1,402,000.00 103.9594 53,396.03 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,348,603.97 1,402,000.00 103.9594 53,396.03 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -1 LOW BID ITEM ANALYSIS CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0067022 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 1,676,000.00 1 90.4845 100.0000 2 -EST- ENGINEER'S ESTIMATE $ 1,852,251.27 2 100.0000 110.5162 3 35-0626844 RUDOLPH, J.H. & CO $ 1,856,224.28 3 100.2145 110.7532 4 35-1139301 E & B PAVING, INC. $ 1,914,000.00 4 103.3337 114.2005 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 1,500.00000 1,400.00000 12,600.00000 93.3333 FIELD OFFICE, A MOS 13,500.00 -900.00 0002 105-08520 2.000 100.00000 345.00000 690.00000 345.0000 CELLULAR TELEPHONE/RADIO EACH 200.00 490.00 0003 105-08521 18.000 120.00000 190.00000 3,420.00000 158.3333 CELLULAR TELEPHONE/RADIO SERVICE MOS 2,160.00 1,260.00 0004 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0005 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA 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 1.000 124,000.00000 83,460.00000 83,460.00000 67.3065 MOBILIZATION AND DEMOBILIZATION LS 124,000.00 -40,540.00 0009 202-02241 220.000 6.00000 3.00000 660.00000 50.0000 GUARDRAIL, REMOVE LFT 1,320.00 -660.00 0010 202-02273 70.000 30.00000 30.00000 2,100.00000 100.0000 CENTER CURB, CONCRETE, REMOVE SYS 2,100.00 0.00 0011 202-93741 4.000 1,000.00000 175.00000 700.00000 17.5000 GUARD RAIL END TREATMENT, REMOVE EACH 4,000.00 -3,300.00 0012 202-96022 3.000 200.00000 650.00000 1,950.00000 325.0000 CONCRETE FOUNDATION, REMOVE EACH 600.00 1,350.00 0013 203-02000 170.000 31.91000 12.00000 2,040.00000 37.6058 EXCAVATION, COMMON CYS 5,424.70 -3,384.70 0014 304-07491 1,650.000 110.00000 110.00000 181,500.00000 100.0000 HMA PATCHING, TYPE C TON 181,500.00 0.00 0015 306-08033 166,000.000 0.58050 0.28000 46,480.00000 48.2343 MILLING, ASPHALT, 1 IN SYS 96,363.00 -49,883.00 0016 306-08034 11,000.000 1.37679 0.55000 6,050.00000 39.9480 MILLING, ASPHALT, 1 1/2 IN SYS 15,144.69 -9,094.69 0017 306-08043 2,000.000 0.30000 1.00000 2,000.00000 333.3333 MILLING, TRANSITION SYS 600.00 1,400.00 0018 306-08432 17,574.000 0.70000 1.96000 34,445.04000 280.0000 MILLING, APPROACH SYS 12,301.80 22,143.24 0019 401-06264 1.000 10,000.00000 3,200.00000 3,200.00000 32.0000 PROFILOGRAPH, HMA LS 10,000.00 -6,800.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -2 LOW BID ITEM ANALYSIS CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 401-07328 15,000.000 54.78000 56.00000 840,000.00000 102.2271 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 821,700.00 18,300.00 0021 402-07452 500.000 60.41000 56.00000 28,000.00000 92.6999 HMA, TYPE C, WEDGE AND LEVEL TON 30,205.00 -2,205.00 0022 406-05520 60.000 350.00000 200.00000 12,000.00000 57.1429 ASPHALT FOR TACK COAT TON 21,000.00 -9,000.00 0023 601-94689 4.000 2,254.79067 4,600.00000 18,400.00000 204.0101 GUARDRAIL END TREATMENT, OS EACH 9,019.16 9,380.84 0024 601-99105 220.000 14.57959 20.00000 4,400.00000 137.1781 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 3,207.51 1,192.49 0025 604-07897 10.800 125.00000 370.00000 3,996.00000 296.0000 CURB RAMP, CONCRETE, C SYS 1,350.00 2,646.00 0026 610-07488 1,460.000 103.00000 72.00000 105,120.00000 69.9029 HMA FOR APPROACHES, TYPE C TON 150,380.00 -45,260.00 0027 612-04315 49.000 904.45617 1,216.00000 59,584.00000 134.4454 ASPHALT MATERIAL FOR UNDERSEAL TON 44,318.35 15,265.65 0028 612-60410 810.000 8.21742 8.30000 6,723.00000 101.0049 DRILLED HOLE FOR UNDERSEAL EACH 6,656.11 66.89 0029 616-02305 110.000 200.00000 200.00000 22,000.00000 100.0000 GABIONS CYS 22,000.00 0.00 0030 616-02320 1,600.000 2.03555 2.00000 3,200.00000 98.2535 GEOTEXTILES SYS 3,256.88 -56.88 0031 616-06405 525.000 27.85194 31.00000 16,275.00000 111.3028 RIPRAP, REVETMENT TON 14,622.27 1,652.73 0032 616-06451 850.000 34.97018 28.00000 23,800.00000 80.0682 RIPRAP, UNIFORM TON 29,724.65 -5,924.65 0033 621-06574 8.000 8.66986 15.00000 120.00000 173.0104 SODDING SYS 69.36 50.64 0034 718-52610 50.000 38.06872 60.00000 3,000.00000 157.6094 AGGREGATE FOR UNDERDRAINS CYS 1,903.44 1,096.56 0035 720-45030 1.000 1,159.60581 2,000.00000 2,000.00000 172.4718 INLET, E7 EACH 1,159.61 840.39 0036 801-06203 5,200.000 1.00000 0.35000 1,820.00000 35.0000 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 5,200.00 -3,380.00 0037 801-06207 5,200.000 0.86591 1.00000 5,200.00000 115.4855 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 4,502.73 697.27 0038 801-06640 55.000 128.87133 145.00000 7,975.00000 112.5154 CONSTRUCTION SIGN, A EACH 7,087.92 887.08 0039 801-06775 1.000 120,000.00000 56,205.60000 56,205.60000 46.8380 MAINTAINING TRAFFIC LS 120,000.00 -63,794.40 0040 802-05701 16.000 11.72103 21.00000 336.00000 179.1618 SIGN POST, SQUARE, 1, REINFORCED ANCHOR LFT 187.54 148.46 0041 802-07060 2.000 114.35333 125.00000 250.00000 109.3087 SIGN, SHEET, RELOCATE EACH 228.71 21.29 0042 805-02503 2,600.000 1.00000 0.36000 936.00000 36.0000 CABLE, ROADWAY LOOP, 1C 14GA. LFT 2,600.00 -1,664.00 0043 805-78795 1,000.000 8.64995 7.70000 7,700.00000 89.0179 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 8,649.95 -949.95 0044 805-92951 7.000 100.00000 180.00000 1,260.00000 180.0000 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE EACH 700.00 560.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 315 -3 LOW BID ITEM ANALYSIS CALL ORDER : 315 CONTRACT ID : RS-28230-A COUNTIES : SPENCER LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0045 808-06712 9,078.000 0.09314 0.12000 1,089.36000 128.8391 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 845.52 243.84 0046 808-06713 105,000.000 0.06457 0.12000 12,600.00000 185.8448 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 6,779.85 5,820.15 0047 808-06714 47,100.000 0.09202 0.12000 5,652.00000 130.4065 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 4,334.14 1,317.86 0048 808-75260 175.000 1.90000 2.00000 350.00000 105.2632 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 332.50 17.50 0049 808-75274 250.000 3.00000 1.00000 250.00000 33.3333 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 750.00 -500.00 0050 808-75290 2,700.000 3.00000 4.00000 10,800.00000 133.3333 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 8,100.00 2,700.00 0051 808-75297 230.000 4.27215 4.00000 920.00000 93.6301 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 982.59 -62.59 0052 808-75320 8.000 68.55274 150.00000 1,200.00000 218.8104 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 548.42 651.58 0053 808-75325 1.000 115.19107 300.00000 300.00000 260.4393 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 115.19 184.81 0054 808-75996 1,155.000 4.51539 3.35000 3,869.25000 74.1906 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 5,215.28 -1,346.03 0055 808-75998 1,155.000 22.99342 16.45000 18,999.75000 71.5422 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 26,557.40 -7,557.65 0056 105-06845 1.000 16,763.00000 5,400.00000 5,400.00000 32.2138 CONSTRUCTION ENGINEERING LS 16,763.00 -11,363.00 0057 211-07454 110.000 18.00000 27.00000 2,970.00000 150.0000 STRUCTURE BACKFILL CYS 1,980.00 990.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,852,251.27 1,676,000.00 90.4845 -176,251.27 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,852,251.27 1,676,000.00 90.4845 -176,251.27 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -1 LOW BID ITEM ANALYSIS CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 482300D ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 -EST- ENGINEER'S ESTIMATE $ 2,719,330.93 1 100.0000 98.8137 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,751,977.10 2 101.2005 100.0000 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 34,383.00000 6,000.00000 6,000.00000 17.4505 CONSTRUCTION ENGINEERING LS 34,383.00 -28,383.00 0002 105-07038 7.000 1,600.00000 2,100.00000 14,700.00000 131.2500 FIELD OFFICE, A MOS 11,200.00 3,500.00 0003 105-08520 1.000 200.00000 80.00000 80.00000 40.0000 CELLULAR TELEPHONE/RADIO EACH 200.00 -120.00 0004 105-08521 14.000 150.00000 110.00000 1,540.00000 73.3333 CELLULAR TELEPHONE/RADIO SERVICE MOS 2,100.00 -560.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 121,331.02000 137,500.00000 137,500.00000 113.3263 MOBILIZATION AND DEMOBILIZATION LS 121,331.02 16,168.98 0010 202-02279 345.000 15.00000 15.00000 5,175.00000 100.0000 CURB AND GUTTER, REMOVE LFT 5,175.00 0.00 0011 202-52710 209.000 15.00000 16.00000 3,344.00000 106.6667 SIDEWALK, CONCRETE, REMOVE SYS 3,135.00 209.00 0012 203-02000 27.000 230.00000 110.00000 2,970.00000 47.8261 EXCAVATION, COMMON CYS 6,210.00 -3,240.00 0013 203-02080 13.000 10,000.00000 6,000.00000 78,000.00000 60.0000 LINEAR GRADING MILE 130,000.00 -52,000.00 0014 205-03371 80.000 15.00000 60.00000 4,800.00000 400.0000 SEDIMENT, REMOVE CYS 1,200.00 3,600.00 0015 205-06931 110.000 75.00000 130.00000 14,300.00000 173.3333 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 8,250.00 6,050.00 0016 205-06933 1.000 75.00000 150.00000 150.00000 200.0000 TEMPORARY DITCH INLET PROTECTION EACH 75.00 75.00 0017 205-06937 12,800.000 1.65000 1.30000 16,640.00000 78.7879 TEMPORARY SILT FENCE LFT 21,120.00 -4,480.00 0018 303-01180 4,915.000 30.00000 15.00000 73,725.00000 50.0000 COMPACT AGG, NO. 53 TON 147,450.00 -73,725.00 0019 303-07449 100.000 35.00000 10.00000 1,000.00000 28.5714 COMPACT AGG, NO. 73 TON 3,500.00 -2,500.00 0020 304-07490 758.000 93.00000 115.00000 87,170.00000 123.6559 HMA PATCHING, TYPE B TON 70,494.00 16,676.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -2 LOW BID ITEM ANALYSIS CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0021 304-07493 4,915.000 68.00000 74.00000 363,710.00000 108.8235 WIDENING WITH HMA, TYPE B TON 334,220.00 29,490.00 0022 305-60400 15.000 35.00000 100.00000 1,500.00000 285.7143 COMPACT AGG FOR PATCHING TON 525.00 975.00 0023 306-08033 80,349.000 1.00000 0.70000 56,244.30000 70.0000 MILLING, ASPHALT, 1 IN SYS 80,349.00 -24,104.70 0024 306-08034 30,918.000 1.20000 1.00000 30,918.00000 83.3333 MILLING, ASPHALT, 1 1/2 IN SYS 37,101.60 -6,183.60 0025 306-08043 4,027.000 2.00000 1.00000 4,027.00000 50.0000 MILLING, TRANSITION SYS 8,054.00 -4,027.00 0026 306-08432 5,224.000 3.00000 2.50000 13,060.00000 83.3333 MILLING, APPROACH SYS 15,672.00 -2,612.00 0027 401-06264 1.000 7,453.97000 5,500.00000 5,500.00000 73.7862 PROFILOGRAPH, HMA LS 7,453.97 -1,953.97 0028 401-07321 10,500.000 58.20000 60.00000 630,000.00000 103.0928 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 611,100.00 18,900.00 0029 401-07371 10,474.000 55.44000 57.00000 597,018.00000 102.8139 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm TON 580,678.56 16,339.44 0030 402-07451 334.000 64.27000 78.00000 26,052.00000 121.3630 HMA, TYPE B, WEDGE AND LEVEL TON 21,466.18 4,585.82 0031 406-05520 64.000 350.00000 390.00000 24,960.00000 111.4286 ASPHALT FOR TACK COAT TON 22,400.00 2,560.00 0032 604-06070 22.000 100.00000 160.00000 3,520.00000 160.0000 SIDEWALK, CONCRETE SYS 2,200.00 1,320.00 0033 604-07896 100.000 200.00000 130.00000 13,000.00000 65.0000 CURB RAMP, CONCRETE, B SYS 20,000.00 -7,000.00 0034 604-07901 35.000 200.00000 325.00000 11,375.00000 162.5000 CURB RAMP, CONCRETE, G SYS 7,000.00 4,375.00 0035 604-07902 5.000 200.00000 325.00000 1,625.00000 162.5000 CURB RAMP, CONCRETE, H SYS 1,000.00 625.00 0036 605-06140 324.000 21.00000 45.00000 14,580.00000 214.2857 CURB AND GUTTER, CONCRETE LFT 6,804.00 7,776.00 0037 610-07487 957.000 67.00000 112.00000 107,184.00000 167.1642 HMA FOR APPROACHES, TYPE B TON 64,119.00 43,065.00 0038 612-04315 126.000 789.55000 1,145.00000 144,270.00000 145.0193 ASPHALT MATERIAL FOR UNDERSEAL TON 99,483.30 44,786.70 0039 612-05081 1.000 3,134.42308 3,000.00000 3,000.00000 95.7115 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 3,134.42 -134.42 0040 612-60410 2,092.000 8.00000 8.00000 16,736.00000 100.0000 DRILLED HOLE FOR UNDERSEAL EACH 16,736.00 0.00 0041 615-06505 2.000 500.00000 1,700.00000 3,400.00000 340.0000 MONUMENT, B EACH 1,000.00 2,400.00 0042 615-06525 1.000 200.00000 1,600.00000 1,600.00000 800.0000 CASTING ADJUSTED TO GRADE, MONUMENT EACH 200.00 1,400.00 0043 720-44000 1.000 500.00000 730.00000 730.00000 146.0000 CASTING, ADJUST TO GRADE EACH 500.00 230.00 0044 801-03290 2.000 243.00000 105.00000 210.00000 43.2099 CONSTRUCTION SIGN, C EACH 486.00 -276.00 0045 801-06203 7,409.000 0.36600 0.60000 4,445.40000 163.9347 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 2,711.69 1,733.71 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 323 -3 LOW BID ITEM ANALYSIS CALL ORDER : 323 CONTRACT ID : RS-28317-A COUNTIES : FOUNTAIN LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0046 801-06207 4,110.000 0.97000 1.50000 6,165.00000 154.6392 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 3,986.70 2,178.30 0047 801-06640 48.000 129.00000 93.00000 4,464.00000 72.0930 CONSTRUCTION SIGN, A EACH 6,192.00 -1,728.00 0048 801-06775 1.000 147,531.11000 161,700.00000 161,700.00000 109.6040 MAINTAINING TRAFFIC LS 147,531.11 14,168.89 0049 805-02503 2,520.000 1.00000 0.30000 756.00000 30.0000 CABLE, ROADWAY LOOP, 1C 14GA. LFT 2,520.00 -1,764.00 0050 805-78795 1,800.000 9.00000 6.00000 10,800.00000 66.6667 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 16,200.00 -5,400.00 0051 805-92951 4.000 200.00000 220.00000 880.00000 110.0000 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE EACH 800.00 80.00 0052 808-03631 730.000 0.44600 3.20000 2,336.00000 717.4888 LINE, EPOXY, SOLID, WHITE, 4 IN. LFT 325.58 2,010.42 0053 808-04896 154.000 0.45000 3.20000 492.80000 711.1111 LINE, EPOXY, BROKEN, YELLOW, 4 IN. LFT 69.30 423.50 0054 808-06703 76,551.000 0.23800 0.30000 22,965.30000 126.0504 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 18,219.14 4,746.16 0055 808-06716 884.000 0.37130 0.35000 309.40000 94.2632 LINE, REMOVE LFT 328.23 -18.83 0056 808-75240 8,433.000 0.24600 0.30000 2,529.90000 121.9511 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 2,074.52 455.38 0057 808-75245 27,133.000 0.23800 0.30000 8,139.90000 126.0505 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 6,457.65 1,682.25 0058 808-75297 181.000 3.93700 4.50000 814.50000 114.2997 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 712.60 101.90 0059 808-75300 336.000 0.40000 1.10000 369.60000 275.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 134.40 235.20 0060 808-75996 776.000 4.58500 4.50000 3,492.00000 98.1461 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 3,557.96 -65.96 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,719,330.93 2,751,977.10 101.2005 32,646.17 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 2,719,330.93 2,751,977.10 101.2005 32,646.17 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -1 LOW BID ITEM ANALYSIS CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 CONTRACT TIME : 10/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 1810022 1810022 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-0918397 RIETH RILEY CONSTRUCTION $ 592,906.85 1 84.4878 100.0000 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 698,528.50 2 99.5386 117.8142 3 -EST- ENGINEER'S ESTIMATE $ 701,766.48 3 100.0000 118.3603 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 705,043.60 4 100.4670 118.9130 5 35-0997978 PHEND & BROWN, INC. $ 749,863.50 5 106.8537 126.4724 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06899 1.000 50.00000 160.00000 160.00000 320.0000 RADIO EACH 50.00 110.00 0002 105-07039 6.000 2,200.00000 1,500.00000 9,000.00000 68.1818 FIELD OFFICE, B MOS 13,200.00 -4,200.00 0003 105-08520 1.000 100.00000 220.00000 220.00000 220.0000 CELLULAR TELEPHONE/RADIO EACH 100.00 120.00 0004 105-08521 6.000 50.00000 160.00000 960.00000 320.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 300.00 660.00 0005 105-08523 6.000 100.00000 110.00000 660.00000 110.0000 RADIO SERVICE MOS 600.00 60.00 0006 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0007 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0008 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0009 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0010 110-01001 1.000 38,000.00000 30,000.00000 30,000.00000 78.9474 MOBILIZATION AND DEMOBILIZATION LS 38,000.00 -8,000.00 0011 202-03875 2.000 500.00000 320.00000 640.00000 64.0000 CONCRETE STEPS, REMOVE EACH 1,000.00 -360.00 0012 202-90277 8.000 280.00000 330.00000 2,640.00000 117.8571 DETECTOR HOUSING, REMOVE EACH 2,240.00 400.00 0013 202-90277 6.000 280.00000 330.00000 1,980.00000 117.8571 DETECTOR HOUSING, REMOVE EACH 1,680.00 300.00 0014 301-07448 50.000 20.00000 25.00000 1,250.00000 125.0000 COMPACT AGG, NO. 53, BASE TON 1,000.00 250.00 0015 304-07491 150.000 140.00000 35.00000 5,250.00000 25.0000 HMA PATCHING, TYPE C TON 21,000.00 -15,750.00 0016 306-08034 35,000.000 2.25000 1.85000 64,750.00000 82.2222 MILLING, ASPHALT, 1 1/2 IN SYS 78,750.00 -14,000.00 0017 306-08041 200.000 1.00000 5.45000 1,090.00000 545.0000 MILLING, PCCP SYS 200.00 890.00 0018 306-08432 3,500.000 1.00000 3.40000 11,900.00000 340.0000 MILLING, APPROACH SYS 3,500.00 8,400.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -2 LOW BID ITEM ANALYSIS CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0019 401-07328 3,550.000 62.00000 55.00000 195,250.00000 88.7097 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 220,100.00 -24,850.00 0020 406-05520 11.400 144.00000 1.00000 11.40000 0.6944 ASPHALT FOR TACK COAT TON 1,641.60 -1,630.20 0021 507-07479 1,020.000 65.00000 35.00000 35,700.00000 53.8462 HMA PARTIAL DEPTH PATCH TON 66,300.00 -30,600.00 0022 604-06070 300.000 70.00000 69.75000 20,925.00000 99.6429 SIDEWALK, CONCRETE SYS 21,000.00 -75.00 0023 604-07894 35.000 161.00000 150.00000 5,250.00000 93.1677 CURB RAMP, CONCRETE, A SYS 5,635.00 -385.00 0024 604-07896 100.000 200.00000 150.00000 15,000.00000 75.0000 CURB RAMP, CONCRETE, B SYS 20,000.00 -5,000.00 0025 604-07897 25.000 185.00000 150.00000 3,750.00000 81.0811 CURB RAMP, CONCRETE, C SYS 4,625.00 -875.00 0026 604-07897 4.500 150.00000 150.00000 675.00000 100.0000 CURB RAMP, CONCRETE, C SYS 675.00 0.00 0027 604-07898 10.500 150.00000 150.00000 1,575.00000 100.0000 CURB RAMP, CONCRETE, D SYS 1,575.00 0.00 0028 604-07899 22.000 140.00000 150.00000 3,300.00000 107.1429 CURB RAMP, CONCRETE, E SYS 3,080.00 220.00 0029 604-07900 205.000 150.00000 150.00000 30,750.00000 100.0000 CURB RAMP, CONCRETE, F SYS 30,750.00 0.00 0030 604-07901 10.000 140.00000 150.00000 1,500.00000 107.1429 CURB RAMP, CONCRETE, G SYS 1,400.00 100.00 0031 604-07902 20.000 177.70850 150.00000 3,000.00000 84.4079 CURB RAMP, CONCRETE, H SYS 3,554.17 -554.17 0032 604-07903 48.000 150.00000 150.00000 7,200.00000 100.0000 CURB RAMP, CONCRETE, K SYS 7,200.00 0.00 0033 605-06120 960.000 25.00000 25.00000 24,000.00000 100.0000 CURB, CONCRETE LFT 24,000.00 0.00 0034 610-07486 285.000 71.00000 60.00000 17,100.00000 84.5070 HMA FOR APPROACHES, TYPE A TON 20,235.00 -3,135.00 0035 615-06520 1.000 400.00000 750.00000 750.00000 187.5000 MONUMENT, RE-ESTABLISH EACH 400.00 350.00 0036 621-06570 4.500 20.00000 220.00000 990.00000 1100 TOP SOIL CYS 90.00 900.00 0037 621-06574 300.000 10.00000 14.00000 4,200.00000 140.0000 SODDING SYS 3,000.00 1,200.00 0038 720-44000 8.000 275.00000 250.00000 2,000.00000 90.9091 CASTING, ADJUST TO GRADE EACH 2,200.00 -200.00 0039 720-60220 10.000 300.00000 210.00000 2,100.00000 70.0000 RECONSTRUCTED STRUCTURE LFT 3,000.00 -900.00 0040 720-94473 10.000 300.00000 210.00000 2,100.00000 70.0000 INLET, RECONSTRUCT LFT 3,000.00 -900.00 0041 801-06203 1,700.000 0.85000 1.40000 2,380.00000 164.7059 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 1,445.00 935.00 0042 801-06207 1,700.000 1.00000 0.90000 1,530.00000 90.0000 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 1,700.00 -170.00 0043 801-06640 48.000 125.00000 140.00000 6,720.00000 112.0000 CONSTRUCTION SIGN, A EACH 6,000.00 720.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 325 -3 LOW BID ITEM ANALYSIS CALL ORDER : 325 CONTRACT ID : RS-28412-A COUNTIES : ELKHART LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0044 801-06710 50.000 20.00000 13.00000 650.00000 65.0000 FLASHING ARROW SIGN DAY 1,000.00 -350.00 0045 801-06775 1.000 36,000.00000 20,000.00000 20,000.00000 55.5556 MAINTAINING TRAFFIC LS 36,000.00 -16,000.00 0046 801-92448 250.000 5.00000 2.60000 650.00000 52.0000 CONSTRUCTION SIGNS, MOBILE DAY 1,250.00 -600.00 0047 802-05704 300.000 12.20000 10.50000 3,150.00000 86.0656 SIGN POST, SQUARE, 1, UNREINFORCED ANCHO LFT 3,660.00 -510.00 0048 802-91122 27.000 100.00000 82.25000 2,220.75000 82.2500 SIGN, GROUND MOUNTED, RESET EACH 2,700.00 -479.25 0049 805-78470 3,600.000 0.60000 0.65000 2,340.00000 108.3333 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. LFT 2,160.00 180.00 0050 805-78470 2,700.000 0.75000 0.65000 1,755.00000 86.6667 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. LFT 2,025.00 -270.00 0051 805-78785 8.000 400.00000 520.00000 4,160.00000 130.0000 SIGNAL DETECTOR HOUSING EACH 3,200.00 960.00 0052 805-78785 6.000 400.00000 520.00000 3,120.00000 130.0000 SIGNAL DETECTOR HOUSING EACH 2,400.00 720.00 0053 805-78795 1,120.000 8.60000 9.25000 10,360.00000 107.5581 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 9,632.00 728.00 0054 805-78795 840.000 9.00000 9.25000 7,770.00000 102.7778 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 7,560.00 210.00 0055 805-94592 250.000 1.00000 1.65000 412.50000 165.0000 CABLE, SHIELDED, 2C/16 LFT 250.00 162.50 0056 808-06701 1,170.000 0.25000 0.34000 397.80000 136.0000 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN LFT 292.50 105.30 0057 808-74815 2,250.000 2.10000 1.83000 4,117.50000 87.1429 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 4,725.00 -607.50 0058 808-75205 3,000.000 0.25000 0.34000 1,020.00000 136.0000 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 750.00 270.00 0059 808-75245 16,500.000 0.25000 0.34000 5,610.00000 136.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 4,125.00 1,485.00 0060 808-75297 460.000 2.94610 3.66000 1,683.60000 124.2317 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 1,355.21 328.39 0061 808-75320 16.000 77.00000 95.75000 1,532.00000 124.3506 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 1,232.00 300.00 0062 808-75325 12.000 70.00000 140.00000 1,680.00000 200.0000 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 840.00 840.00 0063 808-92027 1,160.000 1.25000 1.25000 1,450.00000 100.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN LFT 1,450.00 0.00 0064 808-96016 310.000 3.00000 1.83000 567.30000 61.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 I LFT 930.00 -362.70 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 701,766.48 592,906.85 84.4878 -108,859.63 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 701,766.48 592,906.85 84.4878 -108,859.63 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 329 -1 LOW BID ITEM ANALYSIS CALL ORDER : 329 CONTRACT ID : RS-28476-A COUNTIES : CLARK LETTING DATE : 05/10/06 CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 4110008 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-2040801 GOHMANN ASPHALT & CONSTR., INC. $ 685,000.00 1 68.2903 100.0000 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 748,653.25 2 74.6362 109.2924 3 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 939,593.51 3 93.6717 137.1669 4 -EST- ENGINEER'S ESTIMATE $ 1,003,070.39 4 100.0000 146.4336 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 17,900.00000 1,800.00000 1,800.00000 10.0559 CONSTRUCTION ENGINEERING LS 17,900.00 -16,100.00 0002 105-07039 6.000 2,200.00000 1,450.00000 8,700.00000 65.9091 FIELD OFFICE, B MOS 13,200.00 -4,500.00 0003 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 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 56,300.00000 34,200.00000 34,200.00000 60.7460 MOBILIZATION AND DEMOBILIZATION LS 56,300.00 -22,100.00 0007 303-01180 1,600.000 28.00000 15.00000 24,000.00000 53.5714 COMPACT AGG, NO. 53 TON 44,800.00 -20,800.00 0008 304-07783 295.000 132.16000 110.00000 32,450.00000 83.2324 HMA PATCHING, TYPE D TON 38,987.20 -6,537.20 0009 306-08042 88,853.000 1.35000 0.10000 8,885.30000 7.4074 MILLING, SCARIFICATION/PROFILE SYS 119,951.55 -111,066.25 0010 306-08043 2,420.000 2.00000 1.65000 3,993.00000 82.5000 MILLING, TRANSITION SYS 4,840.00 -847.00 0011 306-08432 10,180.000 3.00000 1.75000 17,815.00000 58.3333 MILLING, APPROACH SYS 30,540.00 -12,725.00 0012 401-06264 1.000 6,500.00000 1,800.00000 1,800.00000 27.6923 PROFILOGRAPH, HMA LS 6,500.00 -4,700.00 0013 401-07329 7,330.000 62.00000 55.00000 403,150.00000 88.7097 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm TON 454,460.00 -51,310.00 0014 402-07787 100.000 64.00000 55.00000 5,500.00000 85.9375 HMA, TYPE D, WEDGE AND LEVEL TON 6,400.00 -900.00 0015 406-05520 33.000 350.00000 200.00000 6,600.00000 57.1429 ASPHALT FOR TACK COAT TON 11,550.00 -4,950.00 0016 610-07788 839.900 100.00000 70.00000 58,793.00000 70.0000 HMA FOR APPROACHES, TYPE D TON 83,990.00 -25,197.00 0017 720-44000 22.000 558.14000 330.00000 7,260.00000 59.1250 CASTING, ADJUST TO GRADE EACH 12,279.08 -5,019.08 0018 801-06203 5,360.000 0.50000 0.25000 1,340.00000 50.0000 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 2,680.00 -1,340.00 0019 801-06207 5,360.000 0.99000 1.00000 5,360.00000 101.0101 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 5,306.40 53.60 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 329 -2 LOW BID ITEM ANALYSIS CALL ORDER : 329 CONTRACT ID : RS-28476-A COUNTIES : CLARK LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 801-06640 40.000 132.00000 135.00000 5,400.00000 102.2727 CONSTRUCTION SIGN, A EACH 5,280.00 120.00 0021 801-06775 1.000 64,390.00000 38,406.75000 38,406.75000 59.6471 MAINTAINING TRAFFIC LS 64,390.00 -25,983.25 0022 808-06712 4,241.000 0.13000 0.12000 508.92000 92.3077 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 551.33 -42.41 0023 808-06713 46,399.000 0.13000 0.12000 5,567.88000 92.3077 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 6,031.87 -463.99 0024 808-06714 16,945.000 0.13000 0.12000 2,033.40000 92.3077 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 2,202.85 -169.45 0027 808-75297 120.000 6.00000 10.00000 1,200.00000 166.6667 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 720.00 480.00 0028 808-75996 425.000 6.50000 4.00000 1,700.00000 61.5385 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 2,762.50 -1,062.50 0029 808-75998 425.000 23.99000 17.75000 7,543.75000 73.9892 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 10,195.75 -2,652.00 0030 808-06609 9.000 94.66000 70.00000 630.00000 73.9489 PAVEMENT MESSAGE MARKING EACH 851.94 -221.94 0031 808-75325 4.000 99.23000 90.00000 360.00000 90.6984 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 396.92 -36.92 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,003,070.39 685,000.00 68.2903 -318,070.39 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,003,070.39 685,000.00 68.2903 -318,070.39 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -1 LOW BID ITEM ANALYSIS CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 3517015 3517015 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,264,698.61 1 77.9353 100.0000 2 35-1139301 E & B PAVING, INC. $ 1,407,129.08 2 86.7124 111.2620 3 -EST- ENGINEER'S ESTIMATE $ 1,622,754.93 3 100.0000 128.3116 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06899 2.000 100.00000 79.97000 159.94000 79.9700 RADIO EACH 200.00 -40.06 0002 105-07039 7.000 2,200.00000 1,512.57000 10,587.99000 68.7532 FIELD OFFICE, B MOS 15,400.00 -4,812.01 0003 105-08520 1.000 100.00000 79.97000 79.97000 79.9700 CELLULAR TELEPHONE/RADIO EACH 100.00 -20.03 0004 105-08521 7.000 50.00000 35.99000 251.93000 71.9800 CELLULAR TELEPHONE/RADIO SERVICE MOS 350.00 -98.07 0005 105-08523 14.000 50.00000 35.99000 503.86000 71.9800 RADIO SERVICE MOS 700.00 -196.14 0006 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0007 109-08440 2.000 1.00000 1.00000 2.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 2.00 0.00 0008 109-08443 2.000 1.00000 1.00000 2.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 2.00 0.00 0009 109-08444 2.000 1.00000 1.00000 2.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 2.00 0.00 0010 110-01001 1.000 85,000.00000 190,000.00000 190,000.00000 223.5294 MOBILIZATION AND DEMOBILIZATION LS 85,000.00 105,000.00 0011 202-93741 6.000 425.00000 200.00000 1,200.00000 47.0588 GUARD RAIL END TREATMENT, REMOVE EACH 2,550.00 -1,350.00 0012 301-07448 1,198.000 35.00000 10.00000 11,980.00000 28.5714 COMPACT AGG, NO. 53, BASE TON 41,930.00 -29,950.00 0013 303-07449 678.000 35.00000 5.00000 3,390.00000 14.2857 COMPACT AGG, NO. 73 TON 23,730.00 -20,340.00 0014 304-07490 832.000 125.00000 81.03000 67,416.96000 64.8240 HMA PATCHING, TYPE B TON 104,000.00 -36,583.04 0015 304-07493 690.000 72.00000 35.88000 24,757.20000 49.8333 WIDENING WITH HMA, TYPE B TON 49,680.00 -24,922.80 0016 306-08034 131,990.000 0.50000 0.10000 13,199.00000 20.0000 MILLING, ASPHALT, 1 1/2 IN SYS 65,995.00 -52,796.00 0017 306-08432 7,026.000 0.40000 0.01000 70.26000 2.5000 MILLING, APPROACH SYS 2,810.40 -2,740.14 0018 401-06264 1.000 5,026.00000 25,000.00000 25,000.00000 497.4135 PROFILOGRAPH, HMA LS 5,026.00 19,974.00 0019 401-07327 11,042.000 68.00000 35.00000 386,470.00000 51.4706 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm TON 750,856.00 -364,386.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -2 LOW BID ITEM ANALYSIS CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 402-07432 261.000 88.00000 50.00000 13,050.00000 56.8182 HMA SURFACE, TYPE A TON 22,968.00 -9,918.00 0021 402-07451 119.000 62.00000 58.00000 6,902.00000 93.5484 HMA, TYPE B, WEDGE AND LEVEL TON 7,378.00 -476.00 0022 406-05520 37.000 250.00000 10.00000 370.00000 4.0000 ASPHALT FOR TACK COAT TON 9,250.00 -8,880.00 0023 507-07479 600.000 130.00000 67.11000 40,266.00000 51.6231 HMA PARTIAL DEPTH PATCH TON 78,000.00 -37,734.00 0024 601-01700 2.000 1,896.00000 1,800.00000 3,600.00000 94.9367 GUARDRAIL TERMINAL SYS, W BEAM, CURVED,1 EACH 3,792.00 -192.00 0025 601-91426 4.000 105.01000 150.00000 600.00000 142.8435 GUARDRAIL TERMINAL END SECTION, A EACH 420.04 179.96 0026 601-94689 4.000 2,353.00000 2,600.00000 10,400.00000 110.4972 GUARDRAIL END TREATMENT, OS EACH 9,412.00 988.00 0027 601-99105 100.000 16.25000 19.00000 1,900.00000 116.9231 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 1,625.00 275.00 0028 604-06070 330.000 58.00000 45.00000 14,850.00000 77.5862 SIDEWALK, CONCRETE SYS 19,140.00 -4,290.00 0029 604-07894 268.000 161.00000 242.35000 64,949.80000 150.5280 CURB RAMP, CONCRETE, A SYS 43,148.00 21,801.80 0030 604-07896 187.000 180.00000 236.74000 44,270.38000 131.5222 CURB RAMP, CONCRETE, B SYS 33,660.00 10,610.38 0031 605-06120 395.000 31.00000 25.76000 10,175.20000 83.0968 CURB, CONCRETE LFT 12,245.00 -2,069.80 0032 610-07487 975.000 90.00000 71.00000 69,225.00000 78.8889 HMA FOR APPROACHES, TYPE B TON 87,750.00 -18,525.00 0033 611-08232 4.000 5.00000 138.48000 553.92000 2769 MAILBOX ASSEMBLY, SINGLE, RESET EACH 20.00 533.92 0034 615-06520 1.000 400.00000 505.00000 505.00000 126.2500 MONUMENT, RE-ESTABLISH EACH 400.00 105.00 0035 621-06575 632.000 10.00000 6.95000 4,392.40000 69.5000 SODDING, NURSERY SYS 6,320.00 -1,927.60 0036 720-44000 1.000 500.00000 507.81000 507.81000 101.5620 CASTING, ADJUST TO GRADE EACH 500.00 7.81 0037 801-06203 3,360.000 0.80000 0.17000 571.20000 21.2500 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 2,688.00 -2,116.80 0038 801-06207 3,360.000 1.00000 0.75000 2,520.00000 75.0000 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 3,360.00 -840.00 0039 801-06640 79.000 118.00000 118.00000 9,322.00000 100.0000 CONSTRUCTION SIGN, A EACH 9,322.00 0.00 0040 801-06775 1.000 74,000.00000 197,581.77000 197,581.77000 267.0024 MAINTAINING TRAFFIC LS 74,000.00 123,581.77 0041 801-92448 360.000 5.00000 2.50000 900.00000 50.0000 CONSTRUCTION SIGNS, MOBILE DAY 1,800.00 -900.00 0042 802-05704 30.000 13.14903 21.00000 630.00000 159.7080 SIGN POST, SQUARE, 1, UNREINFORCED ANCHO LFT 394.47 235.53 0043 802-91122 2.000 101.65909 150.00000 300.00000 147.5507 SIGN, GROUND MOUNTED, RESET EACH 203.32 96.68 0044 808-06713 53,548.000 0.13000 0.14000 7,496.72000 107.6923 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 6,961.24 535.48 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 335 -3 LOW BID ITEM ANALYSIS CALL ORDER : 335 CONTRACT ID : RS-28592-A COUNTIES : DEKALB LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0045 808-75240 4,981.000 0.24000 0.30000 1,494.30000 125.0000 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 1,195.44 298.86 0046 808-75245 7,270.000 0.23000 0.30000 2,181.00000 130.4348 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 1,672.10 508.90 0047 808-75297 390.000 14.50000 4.00000 1,560.00000 27.5862 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 5,655.00 -4,095.00 0048 808-75300 1,510.000 2.50000 1.00000 1,510.00000 40.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, CROS LFT 3,775.00 -2,265.00 0049 808-75320 6.000 78.46146 60.00000 360.00000 76.4705 PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 470.77 -110.77 0050 808-75325 2.000 144.78348 80.00000 160.00000 55.2543 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 289.57 -129.57 0051 808-75998 326.000 23.33000 20.00000 6,520.00000 85.7265 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 7,605.58 -1,085.58 0052 105-06845 1.000 19,000.00000 10,000.00000 10,000.00000 52.6316 CONSTRUCTION ENGINEERING LS 19,000.00 -9,000.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,622,754.93 1,264,698.61 77.9353 -358,056.32 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,622,754.93 1,264,698.61 77.9353 -358,056.32 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 345 -1 LOW BID ITEM ANALYSIS CALL ORDER : 345 CONTRACT ID : RS-28604-A COUNTIES : KOSCIUSKO WABASH LETTING DATE : 05/10/06 CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 1798019 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-0997978 PHEND & BROWN, INC. $ 609,580.93 1 60.4921 100.0000 2 35-1139301 E & B PAVING, INC. $ 616,220.18 2 61.1510 101.0891 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 625,172.44 3 62.0394 102.5577 4 -EST- ENGINEER'S ESTIMATE $ 1,007,702.61 4 100.0000 165.3107 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 5,000.00000 3,000.00000 3,000.00000 60.0000 CONSTRUCTION ENGINEERING LS 5,000.00 -2,000.00 0002 105-07039 6.000 2,200.00000 600.00000 3,600.00000 27.2727 FIELD OFFICE, B MOS 13,200.00 -9,600.00 0003 105-08520 2.000 75.00000 260.00000 520.00000 346.6667 CELLULAR TELEPHONE/RADIO EACH 150.00 370.00 0004 105-08521 6.000 100.00000 135.00000 810.00000 135.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 600.00 210.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 50,000.00000 30,000.00000 30,000.00000 60.0000 MOBILIZATION AND DEMOBILIZATION LS 50,000.00 -20,000.00 0010 303-07449 1,760.000 35.00000 19.00000 33,440.00000 54.2857 COMPACT AGG, NO. 73 TON 61,600.00 -28,160.00 0011 304-07489 200.000 92.00000 120.00000 24,000.00000 130.4348 HMA PATCHING, TYPE A TON 18,400.00 5,600.00 0012 306-08042 80,000.000 3.00000 0.46000 36,800.00000 15.3333 MILLING, SCARIFICATION/PROFILE SYS 240,000.00 -203,200.00 0013 306-08043 780.000 1.00000 0.10000 78.00000 10.0000 MILLING, TRANSITION SYS 780.00 -702.00 0014 306-08432 1,746.000 1.43577 0.10000 174.60000 6.9649 MILLING, APPROACH SYS 2,506.85 -2,332.25 0015 401-06264 1.000 5,000.00000 4,000.00000 4,000.00000 80.0000 PROFILOGRAPH, HMA LS 5,000.00 -1,000.00 0016 401-07328 6,930.000 68.00000 52.00000 360,360.00000 76.4706 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 471,240.00 -110,880.00 0017 402-07432 65.000 80.00000 66.00000 4,290.00000 82.5000 HMA SURFACE, TYPE A TON 5,200.00 -910.00 0018 406-05520 30.000 261.03837 276.00000 8,280.00000 105.7316 ASPHALT FOR TACK COAT TON 7,831.15 448.85 0019 610-07486 230.000 82.00000 125.00000 28,750.00000 152.4390 HMA FOR APPROACHES, TYPE A TON 18,860.00 9,890.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 345 -2 LOW BID ITEM ANALYSIS CALL ORDER : 345 CONTRACT ID : RS-28604-A COUNTIES : KOSCIUSKO WABASH LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 612-04315 24.000 825.76083 1,325.00000 31,800.00000 160.4581 ASPHALT MATERIAL FOR UNDERSEAL TON 19,818.26 11,981.74 0021 612-60410 324.000 5.00000 11.30000 3,661.20000 226.0000 DRILLED HOLE FOR UNDERSEAL EACH 1,620.00 2,041.20 0022 615-06527 8.000 275.00000 230.00000 1,840.00000 83.6364 MONUMENT, SECTION CORNER EACH 2,200.00 -360.00 0023 801-06203 2,400.000 0.41306 0.50000 1,200.00000 121.0483 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 991.34 208.66 0024 801-06207 2,400.000 0.84067 1.30000 3,120.00000 154.6384 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 2,017.61 1,102.39 0025 801-06640 14.000 170.88997 130.00000 1,820.00000 76.0723 CONSTRUCTION SIGN, A EACH 2,392.46 -572.46 0026 801-06775 1.000 42,000.00000 1,598.85000 1,598.85000 3.8068 MAINTAINING TRAFFIC LS 42,000.00 -40,401.15 0027 801-92448 340.000 2.00000 2.00000 680.00000 100.0000 CONSTRUCTION SIGNS, MOBILE DAY 680.00 0.00 0028 808-06713 47,506.000 0.08896 0.12000 5,700.72000 134.8922 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 4,226.13 1,474.59 0029 808-75240 5,590.000 0.30000 0.27000 1,509.30000 90.0000 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 1,677.00 -167.70 0030 808-75245 15,788.000 0.30000 0.27000 4,262.76000 90.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 4,736.40 -473.64 0031 808-75297 200.000 4.96450 4.00000 800.00000 80.5721 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 992.90 -192.90 0032 808-75996 470.000 4.76278 5.00000 2,350.00000 104.9805 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 2,238.51 111.49 0033 808-75998 470.000 42.00000 16.45000 7,731.50000 39.1667 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 19,740.00 -12,008.50 0034 612-05081 1.000 2,000.00000 3,400.00000 3,400.00000 170.0000 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 2,000.00 1,400.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,007,702.61 609,580.93 60.4921 -398,121.68 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,007,702.61 609,580.93 60.4921 -398,121.68 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -1 LOW BID ITEM ANALYSIS CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 4585008 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,019,244.83 1 67.3789 100.0000 2 35-1139301 E & B PAVING, INC. $ 1,032,907.23 2 68.2821 101.3404 3 35-0997978 PHEND & BROWN, INC. $ 1,077,404.00 3 71.2236 105.7061 4 -EST- ENGINEER'S ESTIMATE $ 1,512,706.59 4 100.0000 148.4144 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 5,000.00000 4,000.00000 4,000.00000 80.0000 CONSTRUCTION ENGINEERING LS 5,000.00 -1,000.00 0002 105-07039 6.000 2,200.00000 1,530.00000 9,180.00000 69.5455 FIELD OFFICE, B MOS 13,200.00 -4,020.00 0003 105-08520 2.000 75.00000 80.00000 160.00000 106.6667 CELLULAR TELEPHONE/RADIO EACH 150.00 10.00 0004 105-08521 12.000 120.00000 36.00000 432.00000 30.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,440.00 -1,008.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 89,000.00000 50,900.00000 50,900.00000 57.1910 MOBILIZATION AND DEMOBILIZATION LS 89,000.00 -38,100.00 0010 202-02241 1,000.000 2.20915 2.00000 2,000.00000 90.5326 GUARDRAIL, REMOVE LFT 2,209.15 -209.15 0011 202-90277 4.000 100.00000 320.00000 1,280.00000 320.0000 DETECTOR HOUSING, REMOVE EACH 400.00 880.00 0012 202-93741 6.000 290.00000 200.00000 1,200.00000 68.9655 GUARD RAIL END TREATMENT, REMOVE EACH 1,740.00 -540.00 0013 203-90014 12.000 787.00000 138.00000 1,656.00000 17.5349 LINEAR GRADING STA 9,444.00 -7,788.00 0014 303-01180 50.000 35.00000 4.00000 200.00000 11.4286 COMPACT AGG, NO. 53 TON 1,750.00 -1,550.00 0015 303-07449 2,500.000 35.00000 4.00000 10,000.00000 11.4286 COMPACT AGG, NO. 73 TON 87,500.00 -77,500.00 0016 304-07490 50.000 83.03915 125.00000 6,250.00000 150.5313 HMA PATCHING, TYPE B TON 4,151.96 2,098.04 0017 306-08039 460.000 4.00000 6.40000 2,944.00000 160.0000 MILLING, ASPHALT REMOVAL SYS 1,840.00 1,104.00 0018 306-08041 1,300.000 4.00000 0.75000 975.00000 18.7500 MILLING, PCCP SYS 5,200.00 -4,225.00 0019 306-08042 99,600.000 3.00000 0.45000 44,820.00000 15.0000 MILLING, SCARIFICATION/PROFILE SYS 298,800.00 -253,980.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -2 LOW BID ITEM ANALYSIS CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 306-08043 950.000 8.00000 20.00000 19,000.00000 250.0000 MILLING, TRANSITION SYS 7,600.00 11,400.00 0021 306-08432 6,633.000 1.43577 0.01000 66.33000 0.6965 MILLING, APPROACH SYS 9,523.46 -9,457.13 0022 401-06264 1.000 5,000.00000 2,200.00000 2,200.00000 44.0000 PROFILOGRAPH, HMA LS 5,000.00 -2,800.00 0023 401-07328 8,400.000 58.00000 55.75000 468,300.00000 96.1207 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 487,200.00 -18,900.00 0024 402-07451 500.000 65.00000 44.00000 22,000.00000 67.6923 HMA, TYPE B, WEDGE AND LEVEL TON 32,500.00 -10,500.00 0025 402-07452 300.000 65.00000 65.00000 19,500.00000 100.0000 HMA, TYPE C, WEDGE AND LEVEL TON 19,500.00 0.00 0026 406-05520 20.000 250.00000 345.00000 6,900.00000 138.0000 ASPHALT FOR TACK COAT TON 5,000.00 1,900.00 0027 601-01128 8.000 1,633.00000 1,200.00000 9,600.00000 73.4844 GUARDRAIL TRANSITION TYPE WGB EACH 13,064.00 -3,464.00 0028 601-05071 2.000 1,910.00000 1,800.00000 3,600.00000 94.2408 GUARDRAIL TERMINAL SYS, W BEAM,CURVED,7 EACH 3,820.00 -220.00 0029 601-94689 6.000 2,334.00000 2,400.00000 14,400.00000 102.8278 GUARDRAIL END TREATMENT, OS EACH 14,004.00 396.00 0030 601-99105 1,090.000 15.00000 16.00000 17,440.00000 106.6667 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 16,350.00 1,090.00 0031 610-07486 680.000 94.00000 68.00000 46,240.00000 72.3404 HMA FOR APPROACHES, TYPE A TON 63,920.00 -17,680.00 0032 612-04315 133.000 1,023.00000 1,125.00000 149,625.00000 109.9707 ASPHALT MATERIAL FOR UNDERSEAL TON 136,059.00 13,566.00 0033 612-60410 2,216.000 12.00000 7.60000 16,841.60000 63.3333 DRILLED HOLE FOR UNDERSEAL EACH 26,592.00 -9,750.40 0034 615-06527 13.000 275.00000 315.00000 4,095.00000 114.5455 MONUMENT, SECTION CORNER EACH 3,575.00 520.00 0036 720-44000 1.000 120.00000 465.00000 465.00000 387.5000 CASTING, ADJUST TO GRADE EACH 120.00 345.00 0037 801-06203 3,100.000 0.41306 0.17000 527.00000 41.1561 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 1,280.49 -753.49 0038 801-06207 3,100.000 0.84067 0.78000 2,418.00000 92.7830 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 2,606.08 -188.08 0039 801-06640 40.000 315.14360 59.00000 2,360.00000 18.7216 CONSTRUCTION SIGN, A EACH 12,605.74 -10,245.74 0040 801-06710 10.000 12.15185 10.00000 100.00000 82.2910 FLASHING ARROW SIGN DAY 121.52 -21.52 0041 801-06775 1.000 82,000.00000 42,200.00000 42,200.00000 51.4634 MAINTAINING TRAFFIC LS 82,000.00 -39,800.00 0042 801-92448 340.000 2.00000 0.01000 3.40000 0.5000 CONSTRUCTION SIGNS, MOBILE DAY 680.00 -676.60 0043 804-06771 10.000 33.00000 28.00000 280.00000 84.8485 DELINEATOR POST, FLEXIBLE EACH 330.00 -50.00 0044 805-78470 625.000 0.25000 1.00000 625.00000 400.0000 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. LFT 156.25 468.75 0045 805-78510 1,600.000 1.34570 1.50000 2,400.00000 111.4662 SIGNAL CABLE, 2C 16GA., SHIELDED LFT 2,153.12 246.88 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 355 -3 LOW BID ITEM ANALYSIS CALL ORDER : 355 CONTRACT ID : RS-28606-A COUNTIES : WABASH LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0046 805-78785 4.000 467.94872 550.00000 2,200.00000 117.5346 SIGNAL DETECTOR HOUSING EACH 1,871.79 328.21 0047 805-78795 225.000 6.66000 11.50000 2,587.50000 172.6727 SAW CUT FOR ROADWAY LOOP AND SEALER LFT 1,498.50 1,089.00 0048 808-05929 200.000 8.00000 1.75000 350.00000 21.8750 TRANSVERSE MARKGS, THERMO,CROSSWALK, 8IN LFT 1,600.00 -1,250.00 0049 808-06701 100.000 1.00000 0.75000 75.00000 75.0000 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN LFT 100.00 -25.00 0050 808-06712 6,300.000 0.11873 0.12000 756.00000 101.0695 LINE, PAINT, BROKEN, YELLOW, 4 IN. LFT 748.00 8.00 0051 808-06713 59,800.000 0.08896 0.12000 7,176.00000 134.8920 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 5,319.81 1,856.19 0052 808-06714 17,400.000 0.10459 0.12000 2,088.00000 114.7335 LINE, PAINT, SOLID, YELLOW, 4 IN. LFT 1,819.87 268.13 0053 808-75245 2,000.000 0.56628 0.75000 1,500.00000 132.4433 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 1,132.56 367.44 0054 808-75278 70.000 2.00000 4.50000 315.00000 225.0000 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 140.00 175.00 0055 808-75297 110.000 7.00000 4.50000 495.00000 64.2857 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 770.00 -275.00 0056 808-75996 565.000 4.75450 2.50000 1,412.50000 52.5818 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 2,686.29 -1,273.79 0057 808-75998 565.000 42.00000 16.00000 9,040.00000 38.0952 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 23,730.00 -14,690.00 0058 808-92027 850.000 2.00000 1.75000 1,487.50000 87.5000 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN LFT 1,700.00 -212.50 0059 612-05081 1.000 2,000.00000 2,575.00000 2,575.00000 128.7500 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 2,000.00 575.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,512,706.59 1,019,244.83 67.3789 -493,461.76 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,512,706.59 1,019,244.83 67.3789 -493,461.76 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 365 -1 LOW BID ITEM ANALYSIS CALL ORDER : 365 CONTRACT ID : RS-28608-A COUNTIES : WABASH LETTING DATE : 05/10/06 CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 1798020 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-0997978 PHEND & BROWN, INC. $ 1,557,369.17 1 76.8657 100.0000 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,575,060.83 2 77.7389 101.1360 3 35-1139301 E & B PAVING, INC. $ 1,659,227.07 3 81.8930 106.5404 4 -EST- ENGINEER'S ESTIMATE $ 2,026,090.77 4 100.0000 130.0970 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 5,000.00000 3,000.00000 3,000.00000 60.0000 CONSTRUCTION ENGINEERING LS 5,000.00 -2,000.00 0002 105-07039 6.000 2,200.00000 600.00000 3,600.00000 27.2727 FIELD OFFICE, B MOS 13,200.00 -9,600.00 0003 105-08520 2.000 75.00000 260.00000 520.00000 346.6667 CELLULAR TELEPHONE/RADIO EACH 150.00 370.00 0004 105-08521 12.000 120.00000 135.00000 1,620.00000 112.5000 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,440.00 180.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 112,000.00000 65,000.00000 65,000.00000 58.0357 MOBILIZATION AND DEMOBILIZATION LS 112,000.00 -47,000.00 0010 202-93741 14.000 290.00000 160.00000 2,240.00000 55.1724 GUARD RAIL END TREATMENT, REMOVE EACH 4,060.00 -1,820.00 0011 303-07449 3,450.000 35.00000 16.00000 55,200.00000 45.7143 COMPACT AGG, NO. 73 TON 120,750.00 -65,550.00 0012 304-07490 200.000 112.00000 120.00000 24,000.00000 107.1429 HMA PATCHING, TYPE B TON 22,400.00 1,600.00 0013 306-08033 105,200.000 0.94000 0.50000 52,600.00000 53.1915 MILLING, ASPHALT, 1 IN SYS 98,888.00 -46,288.00 0014 306-08043 1,300.000 4.67000 1.10000 1,430.00000 23.5546 MILLING, TRANSITION SYS 6,071.00 -4,641.00 0015 306-08432 3,847.000 2.06488 0.01000 38.47000 0.4843 MILLING, APPROACH SYS 7,943.59 -7,905.12 0016 401-06264 1.000 5,000.00000 6,000.00000 6,000.00000 120.0000 PROFILOGRAPH, HMA LS 5,000.00 1,000.00 0017 401-07328 8,754.000 58.00000 52.00000 455,208.00000 89.6552 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 507,732.00 -52,524.00 0018 401-07379 11,672.000 52.00000 42.00000 490,224.00000 80.7692 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm TON 606,944.00 -116,720.00 0019 402-07432 677.000 98.00000 51.00000 34,527.00000 52.0408 HMA SURFACE, TYPE A TON 66,346.00 -31,819.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 365 -2 LOW BID ITEM ANALYSIS CALL ORDER : 365 CONTRACT ID : RS-28608-A COUNTIES : WABASH LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 402-07435 903.000 65.00000 43.00000 38,829.00000 66.1538 HMA INTERMEDIATE, TYPE A TON 58,695.00 -19,866.00 0021 402-07451 81.000 51.76000 50.00000 4,050.00000 96.5997 HMA, TYPE B, WEDGE AND LEVEL TON 4,192.56 -142.56 0022 406-05520 75.000 250.00000 1.00000 75.00000 0.4000 ASPHALT FOR TACK COAT TON 18,750.00 -18,675.00 0023 601-94689 14.000 1,925.00000 3,200.00000 44,800.00000 166.2338 GUARDRAIL END TREATMENT, OS EACH 26,950.00 17,850.00 0024 610-07486 966.000 65.00000 75.00000 72,450.00000 115.3846 HMA FOR APPROACHES, TYPE A TON 62,790.00 9,660.00 0025 612-04315 124.000 843.00000 1,148.00000 142,352.00000 136.1803 ASPHALT MATERIAL FOR UNDERSEAL TON 104,532.00 37,820.00 0026 612-05081 1.000 10,000.00000 3,150.00000 3,150.00000 31.5000 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 10,000.00 -6,850.00 0027 612-60410 2,052.000 5.00000 6.60000 13,543.20000 132.0000 DRILLED HOLE FOR UNDERSEAL EACH 10,260.00 3,283.20 0028 615-06527 11.000 275.00000 210.00000 2,310.00000 76.3636 MONUMENT, SECTION CORNER EACH 3,025.00 -715.00 0029 801-06203 6,250.000 0.41000 0.26000 1,625.00000 63.4146 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 2,562.50 -937.50 0030 801-06207 6,250.000 0.84000 0.15000 937.50000 17.8571 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 5,250.00 -4,312.50 0031 801-06640 24.000 170.88000 144.00000 3,456.00000 84.2697 CONSTRUCTION SIGN, A EACH 4,101.12 -645.12 0032 801-06775 1.000 92,000.00000 6,000.00000 6,000.00000 6.5217 MAINTAINING TRAFFIC LS 92,000.00 -86,000.00 0033 801-92448 340.000 2.00000 2.00000 680.00000 100.0000 CONSTRUCTION SIGNS, MOBILE DAY 680.00 0.00 0034 808-06713 62,500.000 0.08000 0.10000 6,250.00000 125.0000 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 5,000.00 1,250.00 0035 808-75240 6,200.000 0.30000 0.26000 1,612.00000 86.6667 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 1,860.00 -248.00 0036 808-75245 24,300.000 0.30000 0.26000 6,318.00000 86.6667 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 7,290.00 -972.00 0037 808-75297 60.000 4.96000 10.00000 600.00000 201.6129 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 297.60 302.40 0038 808-75996 640.000 4.76000 4.50000 2,880.00000 94.5378 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 3,046.40 -166.40 0039 808-75998 640.000 42.00000 16.00000 10,240.00000 38.0952 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 26,880.00 -16,640.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,026,090.77 1,557,369.17 76.8657 -468,721.60 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 2,026,090.77 1,557,369.17 76.8657 -468,721.60 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -1 LOW BID ITEM ANALYSIS CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 3744007 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,926,028.92 1 68.2602 100.0000 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,295,111.65 2 81.3408 119.1629 3 -EST- ENGINEER'S ESTIMATE $ 2,821,600.77 3 100.0000 146.4984 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06899 1.000 100.00000 100.00000 100.00000 100.0000 RADIO EACH 100.00 0.00 0002 105-07039 6.000 2,000.00000 1,530.00000 9,180.00000 76.5000 FIELD OFFICE, B MOS 12,000.00 -2,820.00 0003 105-08520 1.000 145.00000 100.00000 100.00000 68.9655 CELLULAR TELEPHONE/RADIO EACH 145.00 -45.00 0004 105-08521 6.000 150.00000 80.00000 480.00000 53.3333 CELLULAR TELEPHONE/RADIO SERVICE MOS 900.00 -420.00 0005 105-08523 6.000 50.00000 80.00000 480.00000 160.0000 RADIO SERVICE MOS 300.00 180.00 0006 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0007 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0008 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0009 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0010 110-01001 1.000 138,900.00000 96,200.00000 96,200.00000 69.2585 MOBILIZATION AND DEMOBILIZATION LS 138,900.00 -42,700.00 0011 203-90014 11.400 1,950.00000 2,300.00000 26,220.00000 117.9487 LINEAR GRADING STA 22,230.00 3,990.00 0012 301-07448 286.000 43.01000 18.00000 5,148.00000 41.8507 COMPACT AGG, NO. 53, BASE TON 12,300.86 -7,152.86 0013 304-07490 624.000 83.03000 80.50000 50,232.00000 96.9529 HMA PATCHING, TYPE B TON 51,810.72 -1,578.72 0014 306-08033 60,280.000 1.40000 0.34000 20,495.20000 24.2857 MILLING, ASPHALT, 1 IN SYS 84,392.00 -63,896.80 0015 306-08034 9,578.000 2.50000 0.66000 6,321.48000 26.4000 MILLING, ASPHALT, 1 1/2 IN SYS 23,945.00 -17,623.52 0016 306-08043 1,848.000 3.00000 0.01000 18.48000 0.3333 MILLING, TRANSITION SYS 5,544.00 -5,525.52 0017 306-08432 2,413.000 4.00000 0.01000 24.13000 0.2500 MILLING, APPROACH SYS 9,652.00 -9,627.87 0018 401-06264 1.000 6,610.00000 4,500.00000 4,500.00000 68.0787 PROFILOGRAPH, HMA LS 6,610.00 -2,110.00 0019 401-07320 3,236.000 56.20000 37.00000 119,732.00000 65.8363 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm TON 181,863.20 -62,131.20 0020 401-07329 5,665.000 62.00000 39.00000 220,935.00000 62.9032 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -2 LOW BID ITEM ANALYSIS CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ QC/QA-HMA, 4, 70, SURFACE, 9.5 mm TON 351,230.00 -130,295.00 0021 401-07370 4,184.000 55.76000 42.40000 177,401.60000 76.0402 QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm TON 233,299.84 -55,898.24 0022 401-07399 9,947.000 61.00000 31.00000 308,357.00000 50.8197 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm TON 606,767.00 -298,410.00 0023 402-07451 27.000 75.00000 75.00000 2,025.00000 100.0000 HMA, TYPE B, WEDGE AND LEVEL TON 2,025.00 0.00 0024 406-05520 59.000 350.00000 285.00000 16,815.00000 81.4286 ASPHALT FOR TACK COAT TON 20,650.00 -3,835.00 0025 507-07479 3,138.000 87.00000 45.10000 141,523.80000 51.8391 HMA PARTIAL DEPTH PATCH TON 273,006.00 -131,482.20 0026 610-07486 770.000 89.00000 32.00000 24,640.00000 35.9551 HMA FOR APPROACHES, TYPE A TON 68,530.00 -43,890.00 0027 611-06497 2.000 135.00000 159.00000 318.00000 117.7778 MAILBOX ASSEMBLY, SINGLE EACH 270.00 48.00 0028 611-08232 10.000 50.00000 92.00000 920.00000 184.0000 MAILBOX ASSEMBLY, SINGLE, RESET EACH 500.00 420.00 0029 612-04315 4.000 800.00000 2,460.00000 9,840.00000 307.5000 ASPHALT MATERIAL FOR UNDERSEAL TON 3,200.00 6,640.00 0030 612-05081 1.000 3,000.00000 3,500.00000 3,500.00000 116.6667 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 3,000.00 500.00 0031 612-60410 63.000 8.00000 28.00000 1,764.00000 350.0000 DRILLED HOLE FOR UNDERSEAL EACH 504.00 1,260.00 0032 615-06520 9.000 405.00000 425.00000 3,825.00000 104.9383 MONUMENT, RE-ESTABLISH EACH 3,645.00 180.00 0033 801-06203 127,483.000 0.41000 0.20000 25,496.60000 48.7805 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 52,268.03 -26,771.43 0034 801-06207 6,533.000 1.02000 0.95000 6,206.35000 93.1373 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 6,663.66 -457.31 0035 801-06640 25.000 150.00000 130.00000 3,250.00000 86.6667 CONSTRUCTION SIGN, A EACH 3,750.00 -500.00 0036 801-06775 1.000 166,530.00000 75,000.00000 75,000.00000 45.0369 MAINTAINING TRAFFIC LS 166,530.00 -91,530.00 0037 801-92448 600.000 4.25000 10.00000 6,000.00000 235.2941 CONSTRUCTION SIGNS, MOBILE DAY 2,550.00 3,450.00 0038 808-06703 48,479.000 0.39000 0.26000 12,604.54000 66.6667 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 18,906.81 -6,302.27 0039 808-06705 185.000 1.25000 1.75000 323.75000 140.0000 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 231.25 92.50 0040 808-75240 4,779.000 0.24000 0.26000 1,242.54000 108.3333 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 1,146.96 95.58 0041 808-75245 26,255.000 0.26000 0.26000 6,826.30000 100.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 6,826.30 0.00 0042 808-75260 70.000 1.75000 4.00000 280.00000 228.5714 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 122.50 157.50 0043 808-75278 80.000 175.00000 4.00000 320.00000 2.2857 TRANSVERSE MARKINGS, THERMOPLASTIC, SOLI LFT 14,000.00 -13,680.00 0044 808-75297 143.000 14.39000 5.00000 715.00000 34.7464 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 2,057.77 -1,342.77 0045 808-75320 8.000 74.92562 60.00000 480.00000 80.0801 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -3 LOW BID ITEM ANALYSIS CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ PAVEMENT MESSAGE MRKNG,THERMO.,LANE INDI EACH 599.40 -119.40 0046 808-75325 8.000 89.46474 80.00000 640.00000 89.4204 PAVEMENT MESSAGE MRKNG,THERMO.,WORD ONLY EACH 715.72 -75.72 0047 808-75996 575.000 4.73000 4.25000 2,443.75000 89.8520 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 2,719.75 -276.00 0048 808-75998 575.000 23.33000 16.80000 9,660.00000 72.0103 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 13,414.75 -3,754.75 0049 808-92027 810.000 1.25000 1.75000 1,417.50000 140.0000 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN LFT 1,012.50 405.00 0050 105-06845 1.000 39,751.00000 25,000.00000 25,000.00000 62.8915 CONSTRUCTION ENGINEERING LS 39,751.00 -14,751.00 0051 201-52370 1.000 17,975.00000 35,000.00000 35,000.00000 194.7149 CLEARING RIGHT OF WAY LS 17,975.00 17,025.00 0052 202-02265 1.000 3,600.00000 1,800.00000 1,800.00000 50.0000 TREE, 48 IN, REMOVE EACH 3,600.00 -1,800.00 0053 203-90014 1.900 1,950.00000 11,500.00000 21,850.00000 589.7436 LINEAR GRADING STA 3,705.00 18,145.00 0054 205-06931 32.000 52.05000 73.50000 2,352.00000 141.2104 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 1,665.60 686.40 0055 205-06936 80.000 24.63000 57.10000 4,568.00000 231.8311 TEMPORARY SEDIMENT TRAP TON 1,970.40 2,597.60 0056 213-04324 75.000 97.43000 122.00000 9,150.00000 125.2181 FLOWABLE FILL CYS 7,307.25 1,842.75 0057 303-01180 2,935.000 30.00000 25.00000 73,375.00000 83.3333 COMPACT AGG, NO. 53 TON 88,050.00 -14,675.00 0058 603-06040 470.000 9.00000 10.00000 4,700.00000 111.1111 FENCE, FARM FIELD, 47 IN LFT 4,230.00 470.00 0059 603-06045 50.000 35.00000 25.00000 1,250.00000 71.4286 FENCE, CHAIN LINK, 48 IN LFT 1,750.00 -500.00 0060 616-02320 1,358.000 3.00000 4.35000 5,907.30000 145.0000 GEOTEXTILES SYS 4,074.00 1,833.30 0061 616-06405 538.000 31.00000 42.00000 22,596.00000 135.4839 RIPRAP, REVETMENT TON 16,678.00 5,918.00 0062 616-06451 336.000 27.48000 42.00000 14,112.00000 152.8384 RIPRAP, UNIFORM TON 9,233.28 4,878.72 0063 621-06575 236.000 9.07000 14.10000 3,327.60000 155.4576 SODDING, NURSERY SYS 2,140.52 1,187.08 0064 715-05203 20.000 25.00000 30.00000 600.00000 120.0000 PIPE, TYPE 4, CIRCULAR, 4 IN. LFT 500.00 100.00 0065 716-07636 155.000 561.41000 800.00000 124,000.00000 142.4984 PIPE INSTALLATION, TRENCHLESS, 42 IN. LFT 87,018.55 36,981.45 0066 716-07726 215.000 561.41000 800.00000 172,000.00000 142.4984 PIPE INSTALLATION, TRENCHLESS, 54 IN. LFT 120,703.15 51,296.85 0067 802-05701 10.000 20.00000 15.00000 150.00000 75.0000 SIGN POST, SQUARE, 1, REINFORCED ANCHOR LFT 200.00 -50.00 0068 802-91122 1.000 210.00000 285.00000 285.00000 135.7143 SIGN, GROUND MOUNTED, RESET EACH 210.00 75.00 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 2,821,600.77 1,926,028.92 68.2602 -895,571.85 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 375 -4 LOW BID ITEM ANALYSIS CALL ORDER : 375 CONTRACT ID : RS-28610-A COUNTIES : LAGRANGE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,821,600.77 1,926,028.92 68.2602 -895,571.85 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -1 LOW BID ITEM ANALYSIS CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 2004028 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1139301 E & B PAVING, INC. $ 5,674,742.90 1 62.8680 100.0000 2 35-1120685 WALSH & KELLY INC $ 5,883,939.05 2 65.1856 103.6864 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,062,212.63 3 67.1606 106.8280 4 -EST- ENGINEER'S ESTIMATE $ 9,026,443.23 4 100.0000 159.0635 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 20,000.00000 8,500.00000 8,500.00000 42.5000 CONSTRUCTION ENGINEERING LS 20,000.00 -11,500.00 0002 105-07039 6.000 1,712.14286 1,800.00000 10,800.00000 105.1314 FIELD OFFICE, B MOS 10,272.86 527.14 0003 105-08520 3.000 144.58071 80.00000 240.00000 55.3327 CELLULAR TELEPHONE/RADIO EACH 433.74 -193.74 0004 105-08521 36.000 94.29014 60.00000 2,160.00000 63.6333 CELLULAR TELEPHONE/RADIO SERVICE MOS 3,394.45 -1,234.45 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 504,000.00000 283,650.00000 283,650.00000 56.2798 MOBILIZATION AND DEMOBILIZATION LS 504,000.00 -220,350.00 0010 202-02241 5,180.000 3.00000 1.90000 9,842.00000 63.3333 GUARDRAIL, REMOVE LFT 15,540.00 -5,698.00 0011 202-02271 80.000 218.53073 240.00000 19,200.00000 109.8244 HEADWALL, REMOVE EACH 17,482.46 1,717.54 0012 202-02772 44.000 516.29815 65.00000 2,860.00000 12.5896 CASTING, REMOVE EACH 22,717.12 -19,857.12 0013 202-93741 11.000 276.88585 190.00000 2,090.00000 68.6204 GUARD RAIL END TREATMENT, REMOVE EACH 3,045.74 -955.74 0014 203-02000 750.000 34.00000 20.00000 15,000.00000 58.8235 EXCAVATION, COMMON CYS 25,500.00 -10,500.00 0015 203-02080 0.100 25,000.00000 50,000.00000 5,000.00000 200.0000 LINEAR GRADING MILE 2,500.00 2,500.00 0016 207-08263 1,700.000 40.00000 16.00000 27,200.00000 40.0000 SUBGRADE TREATMENT, TYPE IA SYS 68,000.00 -40,800.00 0017 303-07449 9,800.000 31.00000 10.00000 98,000.00000 32.2581 COMPACT AGG, NO. 73 TON 303,800.00 -205,800.00 0018 304-07491 1,000.000 125.00000 55.00000 55,000.00000 44.0000 HMA PATCHING, TYPE C TON 125,000.00 -70,000.00 0019 305-07465 500.000 115.00000 120.00000 60,000.00000 104.3478 PCC BASE PATCHING, 10 IN SYS 57,500.00 2,500.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -2 LOW BID ITEM ANALYSIS CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0020 306-08033 349,049.000 0.95000 1.60000 558,478.40000 168.4211 MILLING, ASPHALT, 1 IN SYS 331,596.55 226,881.85 0021 306-08043 3,192.000 0.95000 9.00000 28,728.00000 947.3684 MILLING, TRANSITION SYS 3,032.40 25,695.60 0022 306-08432 6,540.000 0.95000 0.01000 65.40000 1.0526 MILLING, APPROACH SYS 6,213.00 -6,147.60 0023 401-06264 1.000 20,000.00000 10,000.00000 10,000.00000 50.0000 PROFILOGRAPH, HMA LS 20,000.00 -10,000.00 0024 401-07320 8,351.000 75.20000 49.00000 409,199.00000 65.1596 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm TON 627,995.20 -218,796.20 0026 401-07329 25,126.000 81.00000 50.00000 1,256,300.00000 61.7284 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm TON 2,035,206.00 -778,906.00 0028 401-07370 11,692.000 80.00000 41.00000 479,372.00000 51.2500 QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm TON 935,360.00 -455,988.00 0030 401-07409 1,496.000 68.00000 40.00000 59,840.00000 58.8235 QC/QA-HMA, 4, 64, BASE, 25.0 mm TON 101,728.00 -41,888.00 0031 406-05520 172.000 317.00000 1.00000 172.00000 0.3155 ASPHALT FOR TACK COAT TON 54,524.00 -54,352.00 0032 601-01700 1.000 1,762.40327 1,900.00000 1,900.00000 107.8075 GUARDRAIL TERMINAL SYS, W BEAM, CURVED,1 EACH 1,762.40 137.60 0033 601-05999 11.000 41.94463 45.00000 495.00000 107.2845 CURVED TERMINAL END EACH 461.39 33.61 0034 601-06854 2.000 1,500.00000 2,400.00000 4,800.00000 160.0000 GUARDRAIL, W-BEAM, NESTED EACH 3,000.00 1,800.00 0035 601-08434 2.000 2,500.00000 1,350.00000 2,700.00000 54.0000 GUARDRAIL END TREAT,OS,SPARE PKG,STAGE 2 EACH 5,000.00 -2,300.00 0036 601-08436 2.000 2,500.00000 1,950.00000 3,900.00000 78.0000 GUARDRAIL END TREAT,MS,SPARE PKG,STAGE 2 EACH 5,000.00 -1,100.00 0037 601-94689 9.000 2,351.39430 2,550.00000 22,950.00000 108.4463 GUARDRAIL END TREATMENT, OS EACH 21,162.55 1,787.45 0038 601-94690 6.000 3,349.04297 3,750.00000 22,500.00000 111.9723 GUARDRAIL END TREATMENT, MS EACH 20,094.26 2,405.74 0039 601-99105 4,687.500 14.64000 16.00000 75,000.00000 109.2896 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING LFT 68,625.00 6,375.00 0040 601-99108 1,500.000 19.00000 23.00000 34,500.00000 121.0526 GUARDRAIL, W BEAM, DBL FACED, 6 FT 3 IN LFT 28,500.00 6,000.00 0041 610-07488 500.000 110.00000 130.00000 65,000.00000 118.1818 HMA FOR APPROACHES, TYPE C TON 55,000.00 10,000.00 0042 612-04315 3.730 764.41401 2,720.00000 10,145.60000 355.8287 ASPHALT MATERIAL FOR UNDERSEAL TON 2,851.26 7,294.34 0043 612-05081 1.000 1,000.00000 3,550.00000 3,550.00000 355.0000 MOBILIZATION AND DEMOB FOR UNDERSEAL EACH 1,000.00 2,550.00 0044 612-60410 48.000 8.85040 68.00000 3,264.00000 768.3254 DRILLED HOLE FOR UNDERSEAL EACH 424.82 2,839.18 0045 621-06574 600.000 8.41999 8.00000 4,800.00000 95.0121 SODDING SYS 5,051.99 -251.99 0046 715-01354 2,000.000 5.61997 2.00000 4,000.00000 35.5874 CLEAN EXISTING PIPE LFT 11,239.94 -7,239.94 0047 715-03475 16.000 514.37857 390.00000 6,240.00000 75.8196 SAFETY METAL END SECTION, 4:1, 15 IN. EACH 8,230.06 -1,990.06 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -3 LOW BID ITEM ANALYSIS CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ 0048 715-03476 4.000 700.00000 840.00000 3,360.00000 120.0000 SAFETY METAL END SECTION, 4:1, 24 IN. EACH 2,800.00 560.00 0049 715-03487 7.000 800.00000 1,245.00000 8,715.00000 155.6250 SAFETY METAL END SECTION, 4:1, 30 IN. EACH 5,600.00 3,115.00 0050 715-03584 20.000 600.00000 500.00000 10,000.00000 83.3333 SAFETY METAL END SECTION, 4:1, 18 IN. EACH 12,000.00 -2,000.00 0051 715-46000 65.000 193.55070 265.00000 17,225.00000 136.9150 PIPE END SECTION, 12 IN. EACH 12,580.80 4,644.20 0052 720-44040 44.000 497.20678 430.00000 18,920.00000 86.4831 CASTING, 7, FURNISH AND ADJUST TO GRADE EACH 21,877.10 -2,957.10 0053 720-96995 61.000 111.94294 10.00000 610.00000 8.9331 CLEAN INLET EACH 6,828.52 -6,218.52 0054 801-06203 20,150.000 0.23942 0.18000 3,627.00000 75.1817 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 4,824.31 -1,197.31 0055 801-06207 10,075.000 0.82878 1.02000 10,276.50000 123.0724 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 8,349.96 1,926.54 0056 801-06640 50.000 80.43213 79.00000 3,950.00000 98.2194 CONSTRUCTION SIGN, A EACH 4,021.61 -71.61 0057 801-06710 150.000 15.95676 12.00000 1,800.00000 75.2034 FLASHING ARROW SIGN DAY 2,393.51 -593.51 0058 801-06775 1.000 591,000.00000 104,000.00000 104,000.00000 17.5973 MAINTAINING TRAFFIC LS 591,000.00 -487,000.00 0059 801-09133 4.000 3,876.79576 3,200.00000 12,800.00000 82.5424 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 15,507.18 -2,707.18 0060 804-06771 118.000 25.04409 24.00000 2,832.00000 95.8311 DELINEATOR POST, FLEXIBLE EACH 2,955.20 -123.20 0061 808-75051 96,202.000 2.00000 1.50000 144,303.00000 75.0000 LINE, PREFORMED PLASTIC, SOLID, WHITE, 4 LFT 192,404.00 -48,101.00 0062 808-75053 840.000 2.00000 3.00000 2,520.00000 150.0000 LINE, PREFORMED PLASTIC, SOLID, WHITE, 8 LFT 1,680.00 840.00 0063 808-75054 96,202.000 2.00000 1.50000 144,303.00000 75.0000 LINE, PREFORMED PLASTIC, SOLID, YELLOW, LFT 192,404.00 -48,101.00 0064 808-75059 23,710.000 2.04127 1.50000 35,565.00000 73.4837 LINE, PREFORMED PLASTIC, BROKEN, WHITE, LFT 48,398.51 -12,833.51 0065 808-75067 138.000 11.71602 14.00000 1,932.00000 119.4946 TRANSVERSE MARKINGS, PREFORMED PLASTIC, LFT 1,616.81 315.19 0066 808-75996 1,276.000 9.18700 4.00000 5,104.00000 43.5398 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 11,722.61 -6,618.61 0067 808-75998 1,276.000 16.17817 17.50000 22,330.00000 108.1705 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 20,643.34 1,686.66 0068 808-91662 146.000 6.00000 7.00000 1,022.00000 116.6667 TRANSVERSE MARKINGS, PREFORMED PLASTIC, LFT 876.00 146.00 0069 606-07484 191,900.000 1.00000 0.05000 9,595.00000 5.0000 MILLED HMA SHOULDER CORRUGATIONS LFT 191,900.00 -182,305.00 0070 402-07434 180.000 100.70000 60.00000 10,800.00000 59.5829 HMA SURFACE, TYPE C TON 18,126.00 -7,326.00 0071 401-07380 33,774.000 62.17000 42.00000 1,418,508.00000 67.5567 QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm TON 2,099,729.58 -681,221.58 0072 402-07439 300.000 79.85000 44.00000 13,200.00000 55.1033 HMA INTERMEDIATE, TYPE C TON 23,955.00 -10,755.00 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 385 -4 LOW BID ITEM ANALYSIS CALL ORDER : 385 CONTRACT ID : RS-28637-A COUNTIES : LAPORTE STARKE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------- SECTION 0001 SUBTOTAL 9,026,443.23 5,674,742.90 62.8680 -3,351,700.33 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 9,026,443.23 5,674,742.90 62.8680 -3,351,700.33 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 393 -1 LOW BID ITEM ANALYSIS CALL ORDER : 393 CONTRACT ID : RS-28695-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 CONTRACT TIME : 10/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 2124011 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,180,073.93 1 72.5049 100.0000 2 35-1120685 WALSH & KELLY INC $ 1,238,270.72 2 76.0805 104.9316 3 -EST- ENGINEER'S ESTIMATE $ 1,627,578.83 3 100.0000 137.9218 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 32,460.00000 3,850.00000 3,850.00000 11.8608 CONSTRUCTION ENGINEERING LS 32,460.00 -28,610.00 0002 105-07039 4.000 2,200.00000 1,750.00000 7,000.00000 79.5455 FIELD OFFICE, B MOS 8,800.00 -1,800.00 0003 105-08520 2.000 200.00000 163.50000 327.00000 81.7500 CELLULAR TELEPHONE/RADIO EACH 400.00 -73.00 0004 105-08521 8.000 150.00000 109.00000 872.00000 72.6667 CELLULAR TELEPHONE/RADIO SERVICE MOS 1,200.00 -328.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 96,000.00000 30,500.00000 30,500.00000 31.7708 MOBILIZATION AND DEMOBILIZATION LS 96,000.00 -65,500.00 0010 202-93741 4.000 388.02921 657.22000 2,628.88000 169.3735 GUARD RAIL END TREATMENT, REMOVE EACH 1,552.12 1,076.76 0011 203-02080 0.040 71,421.00000 72,800.00000 2,912.00000 101.9308 LINEAR GRADING MILE 2,856.84 55.16 0012 303-07449 4,227.000 30.00000 20.50000 86,653.50000 68.3333 COMPACT AGG, NO. 73 TON 126,810.00 -40,156.50 0013 304-07491 200.000 133.90000 75.00000 15,000.00000 56.0119 HMA PATCHING, TYPE C TON 26,780.00 -11,780.00 0014 306-08033 177,867.000 1.00000 0.47000 83,597.49000 47.0000 MILLING, ASPHALT, 1 IN SYS 177,867.00 -94,269.51 0015 306-08043 840.000 3.00000 2.14000 1,797.60000 71.3333 MILLING, TRANSITION SYS 2,520.00 -722.40 0016 306-08432 4,921.000 4.00000 1.39000 6,840.19000 34.7500 MILLING, APPROACH SYS 19,684.00 -12,843.81 0017 401-06264 1.000 15,000.00000 6,000.00000 6,000.00000 40.0000 PROFILOGRAPH, HMA LS 15,000.00 -9,000.00 0018 401-07322 14,674.000 55.09000 49.00000 719,026.00000 88.9454 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm TON 808,390.66 -89,364.66 0019 406-05520 44.000 263.22000 480.00000 21,120.00000 182.3570 ASPHALT FOR TACK COAT TON 11,581.68 9,538.32 0020 601-08434 1.000 1,000.00000 1,260.00000 1,260.00000 126.0000 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 393 -2 LOW BID ITEM ANALYSIS CALL ORDER : 393 CONTRACT ID : RS-28695-A COUNTIES : LAPORTE LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ GUARDRAIL END TREAT,OS,SPARE PKG,STAGE 2 EACH 1,000.00 260.00 0021 601-94689 4.000 2,675.00000 3,360.00000 13,440.00000 125.6075 GUARDRAIL END TREATMENT, OS EACH 10,700.00 2,740.00 0022 610-07488 812.000 97.66000 72.00000 58,464.00000 73.7252 HMA FOR APPROACHES, TYPE C TON 79,299.92 -20,835.92 0023 615-06520 8.000 438.29418 682.50000 5,460.00000 155.7175 MONUMENT, RE-ESTABLISH EACH 3,506.35 1,953.65 0024 801-06203 10,541.000 0.32000 0.27000 2,846.07000 84.3750 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 3,373.12 -527.05 0025 801-06207 5,270.000 1.05000 1.09000 5,744.30000 103.8095 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 5,533.50 210.80 0026 801-06640 47.000 150.00000 136.50000 6,415.50000 91.0000 CONSTRUCTION SIGN, A EACH 7,050.00 -634.50 0027 801-06775 1.000 112,910.00000 36,750.00000 36,750.00000 32.5480 MAINTAINING TRAFFIC LS 112,910.00 -76,160.00 0028 808-04298 2.000 400.00000 530.25000 1,060.50000 132.5625 PAVEMENT MESSAGE MARKING, THERMO,WORD RR EACH 800.00 260.50 0029 808-75205 108,768.000 0.33000 0.27000 29,367.36000 81.8182 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 35,893.44 -6,526.08 0030 808-75240 10,930.000 0.27000 0.27000 2,951.10000 100.0000 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 2,951.10 0.00 0031 808-75245 30,916.000 0.29000 0.27000 8,347.32000 93.1034 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 8,965.64 -618.32 0032 808-75297 96.000 5.88937 5.25000 504.00000 89.1436 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LFT 565.38 -61.38 0033 808-75996 952.000 5.09000 3.25000 3,094.00000 63.8507 SNOWPLOWABLE RAISED PAVEMENT MARKER, REM EACH 4,845.68 -1,751.68 0034 808-75998 952.000 19.20000 17.06000 16,241.12000 88.8542 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 18,278.40 -2,037.28 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,627,578.83 1,180,073.93 72.5049 -447,504.90 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,627,578.83 1,180,073.93 72.5049 -447,504.90 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 405 -1 LOW BID ITEM ANALYSIS CALL ORDER : 405 CONTRACT ID : RS-28697-A COUNTIES : FULTON LETTING DATE : 05/10/06 CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 1823018 ------------------------------------------------------------------------------------------------------------------ TOTAL APPARENT % OF % OF RANK VENDOR VENDOR NAME BID RANK EST LOW BID ------------------------------------------------------------------------------------------------------------------ 1 35-1139301 E & B PAVING, INC. $ 883,131.92 1 58.5637 100.0000 2 35-0997978 PHEND & BROWN, INC. $ 927,445.91 2 61.5023 105.0178 3 -EST- ENGINEER'S ESTIMATE $ 1,507,985.14 3 100.0000 170.7542 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 0001 105-06845 1.000 15.00000 15,000.00000 15,000.00000 100000 CONSTRUCTION ENGINEERING LS 15.00 14,985.00 0002 105-07039 3.000 2,200.00000 1,800.00000 5,400.00000 81.8182 FIELD OFFICE, B MOS 6,600.00 -1,200.00 0003 105-08520 2.000 75.00000 65.00000 130.00000 86.6667 CELLULAR TELEPHONE/RADIO EACH 150.00 -20.00 0004 105-08521 6.000 120.00000 150.00000 900.00000 125.0000 CELLULAR TELEPHONE/RADIO SERVICE MOS 720.00 180.00 0005 105-08524 1.000 1.00000 1.00000 1.00000 100.0000 CELLULAR TELEPHONE/RADIO, ADDITIONAL MIN DOL 1.00 0.00 0006 109-08440 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, HMA DOL 1.00 0.00 0007 109-08443 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUST, TEMP TRAF CONT DEV DOL 1.00 0.00 0008 109-08444 1.000 1.00000 1.00000 1.00000 100.0000 QUALITY ADJUSTMENTS, FAILED MATERIALS DOL 1.00 0.00 0009 110-01001 1.000 98,000.00000 44,000.00000 44,000.00000 44.8980 MOBILIZATION AND DEMOBILIZATION LS 98,000.00 -54,000.00 0010 202-93741 1.000 209.27006 350.00000 350.00000 167.2481 GUARD RAIL END TREATMENT, REMOVE EACH 209.27 140.73 0011 203-02080 0.020 23,862.44192 100,000.00000 2,000.00000 419.0676 LINEAR GRADING MILE 477.25 1,522.75 0012 303-07449 3,250.000 35.00000 1.00000 3,250.00000 2.8571 COMPACT AGG, NO. 73 TON 113,750.00 -110,500.00 0013 304-07490 500.000 95.17000 65.00000 32,500.00000 68.2988 HMA PATCHING, TYPE B TON 47,585.00 -15,085.00 0014 306-08034 129,342.000 0.80000 1.00000 129,342.00000 125.0000 MILLING, ASPHALT, 1 1/2 IN SYS 103,473.60 25,868.40 0015 306-08043 830.000 2.00000 0.24000 199.20000 12.0000 MILLING, TRANSITION SYS 1,660.00 -1,460.80 0016 306-08432 3,460.000 2.15492 0.24000 830.40000 11.1373 MILLING, APPROACH SYS 7,456.02 -6,625.62 0017 401-06264 1.000 15,000.00000 6,200.00000 6,200.00000 41.3333 PROFILOGRAPH, HMA LS 15,000.00 -8,800.00 0018 401-07321 10,670.000 68.00000 50.00000 533,500.00000 73.5294 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm TON 725,560.00 -192,060.00 0019 404-05511 45,988.000 5.00000 0.60000 27,592.80000 12.0000 SEAL COAT, 2 SYS 229,940.00 -202,347.20 0020 406-05520 33.200 261.03837 50.00000 1,660.00000 19.1543 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 405 -2 LOW BID ITEM ANALYSIS CALL ORDER : 405 CONTRACT ID : RS-28697-A COUNTIES : FULTON LETTING DATE : 05/10/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM/ ESTIMATED BID PRICE/ ESTIMATED BID BID OVERRUN/ LINE DESCRIPTION QUANTITY PRICE UNITS AMOUNT AMOUNT EST % UNDERRUN ------------------------------------------------------------------------------------------------------------------------------------ ASPHALT FOR TACK COAT TON 8,666.47 -7,006.47 0021 601-94689 1.000 2,433.58136 4,550.00000 4,550.00000 186.9673 GUARDRAIL END TREATMENT, OS EACH 2,433.58 2,116.42 0022 610-07487 285.000 104.05000 90.00000 25,650.00000 86.4969 HMA FOR APPROACHES, TYPE B TON 29,654.25 -4,004.25 0023 615-06520 5.000 388.80000 525.00000 2,625.00000 135.0309 MONUMENT, RE-ESTABLISH EACH 1,944.00 681.00 0024 801-06203 5,315.000 0.34571 0.15000 797.25000 43.3889 TEMPORARY PAVEMENT MARKING, 4 IN. LFT 1,837.45 -1,040.20 0025 801-06207 5,315.000 1.00449 1.10000 5,846.50000 109.5084 TEMPORARY PAVEMENT MARKING, REMOVABLE LFT 5,338.86 507.64 0026 801-06640 28.000 165.07113 110.00000 3,080.00000 66.6380 CONSTRUCTION SIGN, A EACH 4,621.99 -1,541.99 0027 801-06775 1.000 86,000.00000 19,500.00000 19,500.00000 22.6744 MAINTAINING TRAFFIC LS 86,000.00 -66,500.00 0028 808-06713 101,482.000 0.09598 0.11000 11,163.02000 114.6072 LINE, PAINT, SOLID, WHITE, 4 IN. LFT 9,740.24 1,422.78 0029 808-75240 11,750.000 0.23343 0.25000 2,937.50000 107.0986 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 I LFT 2,742.80 194.70 0030 808-75245 16,497.000 0.26704 0.25000 4,124.25000 93.6189 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN LFT 4,405.36 -281.11 -------------------------------------------------------------- SECTION 0001 SUBTOTAL 1,507,985.14 883,131.92 58.5637 -624,853.22 CONTRACT TOTAL FOR CALCULATED LOW BIDDERS BID ITEMS 1,507,985.14 883,131.92 58.5637 -624,853.22