INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -1
VENDOR RANKING
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 05/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 01240065
01240065
01240065
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057095 BLANKENBERGER BROTHERS INC $ 2,792,000.00 100.0000%
2 35-1139301 E & B PAVING INC $ 3,023,025.67 108.2746%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -2
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 39000.00000 39000.00| 90785.16000 90785.16|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 250.00000 500.00| 236.21000 472.42|
RADIO | | |
0003 105-07039 10.000 MOS | 2500.00000 25000.00| 2135.70000 21357.00|
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 250.00000 250.00| 236.21000 236.21|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 10.000 MOS | 100.00000 1000.00| 38.84000 388.40|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 20.000 MOS | 75.00000 1500.00| 38.84000 776.80|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 138625.08000 138625.08| 151151.28000 151151.28|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 50000.00000 50000.00| 30230.26000 30230.26|
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 1200.00000 1200.00| 1224.00000 1224.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02240 7704.500 m2 | 14.00000 107863.00| 7.91000 60942.60|
PAVEMENT REMOVAL | | |
0015 202-02273 20.600 m2 | 35.00000 721.00| 35.70000 735.42|
CENTER CURB, CONCRETE, REMOVE | | |
0016 202-02274 86.900 m | 35.00000 3041.50| 35.70000 3102.33|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0017 202-02278 7.100 m | 35.00000 248.50| 35.70000 253.47|
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -3
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-91385 7.000 EACH | 530.00000 3710.00| 540.60000 3784.20|
INLET, REMOVE | | |
0019 202-93047 1.000 EACH | 530.00000 530.00| 540.60000 540.60|
MANHOLE, REMOVE | | |
0020 202-96133 443.300 m | 140.00000 62062.00| 142.80000 63303.24|
PIPE, REMOVE | | |
0021 203-02000 6374.000 m3 | 21.00000 133854.00| 21.48000 136913.52|
EXCAVATION, COMMON | | |
0022 205-06933 11.000 EACH | 180.00000 1980.00| 183.60000 2019.60|
TEMPORARY DITCH INLET PROTECTION | | |
0023 206-51215 101.900 m3 | 110.00000 11209.00| 33.15000 3377.99|
EXCAVATION, X | | |
0024 207-08267 1422.000 m2 | 14.00000 19908.00| 14.28000 20306.16|
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 207-08268 11032.000 m2 | 21.50000 237188.00| 21.93000 241931.76|
SUBGRADE TREATMENT, TYPE IV | | |
0026 211-07454 2334.300 m3 | 37.00000 86369.10| 38.54000 89963.92|
STRUCTURE BACKFILL | | |
0027 301-07448 1201.600 Mg | 30.00000 36048.00| 38.83000 46658.13|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 302-06464 2530.000 m3 | 70.00000 177100.00| 54.62000 138188.60|
SUBBASE FOR PCCP | | |
0029 304-07489 9.600 Mg | 325.00000 3120.00| 325.00000 3120.00|
HMA PATCHING, TYPE A | | |
0030 306-08034 682.900 m2 | 4.25000 2902.33| 16.00000 10926.40|
MILLING, ASPHALT, 38 mm | | |
0031 306-08043 80.700 m2 | 4.25000 342.98| 32.00000 2582.40|
MILLING, TRANSITION | | |
0032 402-07433 128.500 Mg | 155.00000 19917.50| 155.00000 19917.50|
HMA SURFACE, TYPE B | | |
0033 402-07438 198.800 Mg | 90.00000 17892.00| 90.00000 17892.00|
HMA INTERMEDIATE, TYPE B | | |
0034 402-07453 97.100 Mg | 215.00000 20876.50| 215.00000 20876.50|
HMA FOR TEMPORARY PAVEMENT | | |
0035 406-05520 0.690 Mg | 550.00000 379.50| 550.00000 379.50|
ASPHALT FOR TACK COAT | | |
0036 501-06322 9678.000 m2 | 48.75000 471802.50| 66.42000 642812.76|
QC/QA-PCCP, 275 mm | | |
0037 501-06727 LUMP | 850.00000 850.00| 1659.56000 1659.56|
CORING, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -4
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 503-03489 131.000 EACH | 8.00000 1048.00| 14.58000 1909.98|
RETROFITTED TIE BARS | | |
0039 503-05240 1606.800 m | 22.00000 35349.60| 32.07000 51530.08|
D-1 CONTRACTION JOINT | | |
0040 605-06090 815.800 m | 17.65000 14398.87| 16.32000 13313.86|
CURB, INTEGRAL, CONCRETE | | |
0041 605-06120 138.400 m | 50.25000 6954.60| 51.00000 7058.40|
CURB, CONCRETE | | |
0042 605-94811 2.000 EACH | 450.00000 900.00| 392.70000 785.40|
CURB TURNOUT | | |
0043 610-07486 62.700 Mg | 160.00000 10032.00| 160.00000 10032.00|
HMA FOR APPROACHES, TYPE A | | |
0044 610-08446 1551.900 m2 | 35.00000 54316.50| 35.19000 54611.36|
PCCP FOR APPROACHES, 150 mm | | |
0045 615-06490 10.000 EACH | 200.00000 2000.00| 204.00000 2040.00|
RIGHT OF WAY MARKER | | |
0046 615-06515 14.000 EACH | 75.00000 1050.00| 153.00000 2142.00|
MONUMENT, D | | |
0047 621-06545 0.200 Mg | 900.00000 180.00| 918.00000 183.60|
FERTILIZER | | |
0048 621-06557 87.700 kg | 4.80000 420.96| 4.90000 429.73|
SEED MIXTURE, T | | |
0049 621-06565 4.400 Mg | 450.00000 1980.00| 459.00000 2019.60|
MULCHING MATERIAL | | |
0050 621-06567 175.400 kL | 1.00000 175.40| 1.02000 178.91|
WATER | | |
0051 621-06575 9743.800 m2 | 3.78000 36831.56| 4.15000 40436.77|
SODDING, NURSERY | | |
0052 702-04325 LUMP | 129000.00000 129000.00| 86037.00000 86037.00|
TEMPORARY SHORING | | |
0053 702-51015 48.200 m3 | 800.00000 38560.00| 446.76000 21533.83|
CONCRETE, B, FOOTINGS | | |
0054 702-90915 64.600 m3 | 950.00000 61370.00| 638.52000 41248.39|
CONCRETE, A | | |
0055 703-06029 4093.000 kg | 3.25000 13302.25| 4.49000 18377.57|
REINFORCING BARS, EPOXY COATED | | |
0056 715-05048 1223.900 m | 29.00000 35493.10| 16.83000 20598.24|
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0057 715-05053 10.800 m | 90.00000 972.00| 51.00000 550.80|
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -5
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 715-05149 63.800 m | 460.00000 29348.00| 469.20000 29934.96|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0059 715-05151 373.100 m | 250.00000 93275.00| 255.00000 95140.50|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0060 715-05152 232.500 m | 265.00000 61612.50| 270.30000 62844.75|
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0061 715-05153 9.000 m | 280.00000 2520.00| 285.60000 2570.40|
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0062 715-05154 330.100 m | 290.00000 95729.00| 295.80000 97643.58|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0063 715-05156 57.700 m | 315.00000 18175.50| 321.30000 18539.01|
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0064 715-08305 54.000 Mg | 80.00000 4320.00| 240.00000 12960.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0065 715-46015 1.000 EACH | 550.00000 550.00| 561.00000 561.00|
PIPE END SECTION, 525 mm | | |
0066 715-46030 1.000 EACH | 730.00000 730.00| 744.60000 744.60|
PIPE END SECTION, 750 mm | | |
0067 718-06532 1000.000 m | 3.00000 3000.00| 2.45000 2450.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0068 718-52610 266.000 m3 | 80.00000 21280.00| 68.85000 18314.10|
AGGREGATE FOR UNDERDRAINS | | |
0069 718-99153 4885.700 m2 | 3.50000 17099.95| 1.79000 8745.40|
GEOTEXTILES FOR UNDERDRAIN | | |
0070 720-44000 4.000 EACH | 500.00000 2000.00| 510.00000 2040.00|
CASTING, ADJUST TO GRADE | | |
0071 720-45145 1.000 EACH | 2500.00000 2500.00| 2550.00000 2550.00|
INLET, J10, MODIFIED | | |
0072 720-45235 1.000 EACH | 2200.00000 2200.00| 2244.00000 2244.00|
CATCH BASIN, E7 | | |
0073 720-45250 18.000 EACH | 2800.00000 50400.00| 2856.00000 51408.00|
CATCH BASIN, K10 | | |
0074 720-45270 3.000 EACH | 2300.00000 6900.00| 2346.00000 7038.00|
PIPE CATCH BASIN, 450 mm | | |
0075 720-45410 15.000 EACH | 2800.00000 42000.00| 2856.00000 42840.00|
MANHOLE, C4 | | |
0076 720-45605 0.800 m | 1900.00000 1520.00| 1938.00000 1550.40|
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0077 720-90984 8.000 EACH | 2900.00000 23200.00| 2958.00000 23664.00|
MANHOLE, C2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -6
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 720-95422 2.000 EACH | 4000.00000 8000.00| 4080.00000 8160.00|
MANHOLE, J4 | | |
0079 720-98687 1.000 EACH | 2800.00000 2800.00| 2856.00000 2856.00|
CATCH BASIN, M10 | | |
0080 720-99416 2.000 EACH | 3500.00000 7000.00| 3570.00000 7140.00|
CATCH BASIN, B15 | | |
0081 720-99417 2.000 EACH | 3500.00000 7000.00| 3570.00000 7140.00|
CATCH BASIN, C15 | | |
0082 801-04308 4.000 EACH | 495.00000 1980.00| 504.90000 2019.60|
ROAD CLOSURE SIGN ASSEMBLY | | |
0083 801-06203 3474.800 m | 0.55000 1911.14| 0.56000 1945.89|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0084 801-06207 2517.700 m | 3.21000 8081.82| 3.27000 8232.88|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0085 801-06216 24.900 m | 6.00000 149.40| 6.12000 152.39|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
600 mm | | |
0086 801-06218 10.500 m | 12.00000 126.00| 12.24000 128.52|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0087 801-06640 10.000 EACH | 195.00000 1950.00| 198.90000 1989.00|
CONSTRUCTION SIGN, A | | |
0088 801-06645 1.000 EACH | 85.00000 85.00| 86.70000 86.70|
CONSTRUCTION SIGN, B | | |
0089 801-06710 270.000 DAY | 12.35000 3334.50| 12.60000 3402.00|
FLASHING ARROW SIGN | | |
0090 801-06775 LUMP | 30000.00000 30000.00| 169868.88000 169868.88|
MAINTAINING TRAFFIC | | |
0091 801-07119 66.000 m | 55.00000 3630.00| 56.10000 3702.60|
BARRICADE, III-B | | |
0092 801-94295 18.000 EACH | 144.00000 2592.00| 146.88000 2643.84|
SIGNAL HEAD, RELOCATE | | |
0093 802-05701 105.300 m | 40.00000 4212.00| 40.80000 4296.24|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0094 802-05702 59.200 m | 38.00000 2249.60| 38.76000 2294.59|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -7
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 802-07059 10.000 EACH | 30.00000 300.00| 30.60000 306.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0096 802-07060 19.000 EACH | 40.00000 760.00| 40.80000 775.20|
SIGN, SHEET, RELOCATE | | |
0097 802-76025 13.890 m2 | 168.00000 2333.52| 171.36000 2380.19|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0098 802-76035 3.780 m2 | 192.00000 725.76| 195.84000 740.28|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0099 805-01815 4.000 EACH | 1500.00000 6000.00| 1530.00000 6120.00|
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0100 805-01842 11.000 EACH | 720.00000 7920.00| 734.40000 8078.40|
HANDHOLE, SIGNAL | | |
0101 805-01879 1.000 EACH | 500.00000 500.00| 510.00000 510.00|
SIGNAL SERVICE, INSTALL | | |
0102 805-02328 100.400 m | 1.20000 120.48| 1.22000 122.49|
SIGNAL CABLE, 1C 14GA. | | |
0103 805-06592 494.000 m | 48.00000 23712.00| 48.96000 24186.24|
CONDUIT, STEEL, GALVANIZED, 50mm | | |
0104 805-78100 1.000 EACH | 9240.00000 9240.00| 9424.80000 9424.80|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0105 805-78205 8.000 EACH | 564.00000 4512.00| 575.28000 4602.24|
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0106 805-78230 2.000 EACH | 894.00000 1788.00| 911.88000 1823.76|
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0107 805-78415 4.000 EACH | 1440.00000 5760.00| 1468.80000 5875.20|
SPAN, CATENARY, AND TETHER | | |
0108 805-78420 4.000 EACH | 240.00000 960.00| 244.80000 979.20|
DISCONNECT HANGER | | |
0109 805-78467 13.100 m | 6.25000 81.88| 6.38000 83.58|
SIGNAL CABLE, 3C 8GA. | | |
0110 805-78485 100.800 m | 4.00000 403.20| 4.08000 411.26|
SIGNAL CABLE, 5C 14GA. | | |
0111 805-78490 184.900 m | 5.00000 924.50| 5.10000 942.99|
SIGNAL CABLE, 7C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -8
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 805-78510 904.700 m | 2.64000 2388.41| 2.69000 2433.64|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0113 805-78746 217.500 m | 25.00000 5437.50| 25.50000 5546.25|
PREFORMED LOOP DETECTORS | | |
0114 805-78785 5.000 EACH | 500.00000 2500.00| 510.00000 2550.00|
SIGNAL DETECTOR HOUSING | | |
0115 805-78795 34.700 m | 26.25000 910.88| 26.78000 929.27|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0116 805-78925 1.000 EACH | 720.00000 720.00| 734.40000 734.40|
CONTROLLER CABINET FOUNDATION, P1 | | |
0117 805-81032 4.000 EACH | 3420.00000 13680.00| 3488.40000 13953.60|
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0118 805-92504 8.000 EACH | 220.00000 1760.00| 224.40000 1795.20|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0119 805-96014 39.400 m | 12.00000 472.80| 12.24000 482.26|
SAW CUT, FULL DEPTH | | |
0120 808-03002 199.400 m | 1.96000 390.82| 2.00000 398.80|
LINE, EPOXY, BROKEN, WHITE, 100 mm | | |
0121 808-03631 529.700 m | 1.96000 1038.21| 2.00000 1059.40|
LINE, EPOXY, SOLID, WHITE, 100 mm | | |
0122 808-03632 1537.000 m | 1.96000 3012.52| 2.00000 3074.00|
LINE, EPOXY, SOLID, YELLOW, 100 mm | | |
0123 808-04896 76.800 m | 1.96000 150.53| 2.00000 153.60|
LINE, EPOXY, BROKEN, YELLOW, 100 mm | | |
0124 808-06716 195.000 m | 2.50000 487.50| 2.55000 497.25|
LINE, REMOVE | | |
0125 808-07310 12.100 m | 12.50000 151.25| 12.75000 154.28|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH, 300 mm | | |
0126 808-74805 31.900 m | 25.00000 797.50| 25.50000 813.45|
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
600 mm | | |
0127 808-74807 5.000 EACH | 150.00000 750.00| 153.00000 765.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0128 808-74808 5.000 EACH | 215.00000 1075.00| 219.30000 1096.50|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0129 808-75998 114.000 EACH | 30.00000 3420.00| 30.60000 3488.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 105 -9
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 105 CONTRACT ID : IR-27611-B COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1139301 |( )
|BLANKENBERGER BROTHERS INC |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 621-01004 3.000 EACH | 675.00000 2025.00| 688.50000 2065.50|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 2,792,000.00| $ 3,023,025.67| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,792,000.00| $ 3,023,025.67| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -1
VENDOR RANKING
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/16/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600417
0600418
0600420
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 5,998,512.12 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 6,288,855.00 104.8402%
3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,790,000.00 113.1947%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -2
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDEGE WIDENING
| | |
0001 105-06845 LUMP | 55065.00000 55065.00| 57800.00000 57800.00| 72000.00000 72000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 2256.14000 18049.12| 2390.00000 19120.00| 2500.00000 20000.00
FIELD OFFICE, B | | |
0003 105-08520 5.000 EACH | 55.00000 275.00| 105.00000 525.00| 120.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 40.000 MOS | 65.00000 2600.00| 105.00000 4200.00| 45.00000 1800.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
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 | 300000.00000 300000.00| 316300.00000 316300.00| 341071.38000 341071.38
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 48000.00000 48000.00| 31600.00000 31600.00| 126850.00000 126850.00
CLEARING RIGHT OF WAY | | |
0012 202-01000 LUMP | 1700.00000 1700.00| 63300.00000 63300.00| 16000.00000 16000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0013 202-01300 1.000 EACH | 3000.00000 3000.00| 2950.00000 2950.00| 3100.00000 3100.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02240 2850.000 SYS | 16.00000 45600.00| 14.00000 39900.00| 7.50000 21375.00
PAVEMENT REMOVAL | | |
0015 202-02272 130.000 LFT | 21.36000 2776.80| 22.00000 2860.00| 4.00000 520.00
PAVED SIDE DITCH, REMOVE | | |
0016 202-03783 2.000 EACH | 680.00000 1360.00| 361.00000 722.00| 400.00000 800.00
SIGN, PANEL, REMOVE | | |
0017 202-04089 8.000 EACH | 17.00000 136.00| 75.00000 600.00| 85.00000 680.00
SIGN, SHEET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -3
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 131165.00000 131165.00| 138000.00000 138000.00| 128000.00000 128000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 202-51368 163.000 SYS | 29.24000 4766.12| 31.00000 5053.00| 67.00000 10921.00
SLOPEWALL, REMOVE | | |
0020 202-51822 274.000 SYS | 18.07000 4951.18| 19.00000 5206.00| 22.00000 6028.00
BRIDGE DECK OVERLAY, REMOVE | | |
0021 202-74050 2.000 EACH | 2430.00000 4860.00| 90.00000 180.00| 2750.00000 5500.00
SIGN, OVERHEAD, REMOVE | | |
0022 202-74055 2.000 EACH | 4300.00000 8600.00| 4540.00000 9080.00| 4500.00000 9000.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
REMOVE | | |
0023 203-02000 13186.000 CYS | 32.00000 421952.00| 33.00000 435138.00| 19.00000 250534.00
EXCAVATION, COMMON | | |
0024 203-02055 226.000 CYS | 5.00000 1130.00| 6.00000 1356.00| 15.00000 3390.00
EMBANKMENT | | |
0025 203-02070 6311.000 CYS | 2.00000 12622.00| 3.00000 18933.00| 18.00000 113598.00
BORROW | | |
0026 203-08607 1680.000 LFT | 4.50000 7560.00| 5.00000 8400.00| 4.50000 7560.00
LINEAR GRADING | | |
0027 205-06931 14.000 TON | 60.00000 840.00| 71.00000 994.00| 65.00000 910.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06933 32.000 EACH | 65.00000 2080.00| 68.00000 2176.00| 73.00000 2336.00
TEMPORARY DITCH INLET PROTECTION | | |
0029 205-06937 22613.000 LFT | 1.14000 25778.82| 1.00000 22613.00| 2.65000 59924.45
TEMPORARY SILT FENCE | | |
0030 206-51230 214.000 CYS | 80.74000 17278.36| 85.00000 18190.00| 30.00000 6420.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0031 207-08263 30495.000 SYS | 5.40000 164673.00| 10.00000 304950.00| 7.80000 237861.00
SUBGRADE TREATMENT, TYPE IA | | |
0032 208-02046 7.000 EACH | 2000.00000 14000.00| 1930.00000 13510.00| 1500.00000 10500.00
GRADING IN GORE AREA | | |
0033 211-02050 189.000 CYS | 25.00000 4725.00| 20.00000 3780.00| 43.00000 8127.00
B BORROW | | |
0034 211-06467 41.000 CYS | 50.00000 2050.00| 53.00000 2173.00| 170.00000 6970.00
AGGREGATE FOR END BENT BACKFILL | | |
0035 211-07454 133.000 CYS | 36.00000 4788.00| 37.00000 4921.00| 18.00000 2394.00
STRUCTURE BACKFILL | | |
0036 302-07455 42.000 CYS | 50.00000 2100.00| 53.00000 2226.00| 38.00000 1596.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -4
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 303-01180 584.000 TON | 33.00000 19272.00| 30.00000 17520.00| 28.00000 16352.00
COMPACTED AGGREGATE, NO. 53 | | |
0038 306-08034 94956.000 SYS | 1.00000 94956.00| 1.00000 94956.00| 1.30000 123442.80
MILLING, ASPHALT, 1 1/2 IN. | | |
0039 306-08038 7738.000 SYS | 2.40000 18571.20| 3.00000 23214.00| 2.10000 16249.80
MILLING, ASPHALT, 4 IN. | | |
0040 306-08043 4758.000 SYS | 1.00000 4758.00| 3.00000 14274.00| 0.65000 3092.70
MILLING, TRANSITION | | |
0041 401-06264 LUMP | 9000.00000 9000.00| 5930.00000 5930.00| 20000.00000 20000.00
PROFILOGRAPH, HMA | | |
0042 401-07337 11385.000 TON | 63.50000 722947.50| 68.00000 774180.00| 72.00000 819720.00
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0043 401-07405 6475.000 TON | 54.50000 352887.50| 48.00000 310800.00| 58.00000 375550.00
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0044 401-07410 13345.000 TON | 48.75000 650568.75| 41.00000 547145.00| 49.00000 653905.00
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0045 401-08365 5345.000 TON | 46.00000 245870.00| 46.00000 245870.00| 52.00000 277940.00
QC/QA-HMA, 5, 64, BASE, 19.0 mm | | |
0046 406-05520 62.000 TON | 300.00000 18600.00| 315.00000 19530.00| 288.00000 17856.00
ASPHALT FOR TACK COAT | | |
0047 501-06325 2267.000 SYS | 67.44000 152886.48| 53.00000 120151.00| 78.00000 176826.00
QC/QA-PCCP, 14 IN. | | |
0048 503-03489 800.000 EACH | 24.57000 19656.00| 28.00000 22400.00| 13.50000 10800.00
RETROFITTED TIE BARS | | |
0049 601-01522 1.000 EACH | 1700.00000 1700.00| 1850.00000 1850.00| 1700.00000 1700.00
GUARDRAIL TRANSITION TYPE TGB | | |
0050 601-05999 6.000 EACH | 40.00000 240.00| 84.00000 504.00| 50.00000 300.00
CURVED TERMINAL END | | |
0051 601-08182 2750.000 LFT | 28.00000 77000.00| 27.00000 74250.00| 30.00000 82500.00
GUARDRAIL, THRIE BEAM | | |
0052 601-08183 2844.000 LFT | 44.00000 125136.00| 49.00000 139356.00| 48.50000 137934.00
GUARDRAIL, THRIE BEAM, DOUBLE FACED | | |
0053 601-08186 9.000 EACH | 3400.00000 30600.00| 3260.00000 29340.00| 2550.00000 22950.00
GUARDRAIL TRANSITION, TTT | | |
0054 601-08187 7.000 EACH | 1400.00000 9800.00| 1130.00000 7910.00| 825.00000 5775.00
GUARDRAIL TRANSITION, WGT | | |
0055 601-94689 5.000 EACH | 2400.00000 12000.00| 2650.00000 13250.00| 2300.00000 11500.00
GUARDRAIL END TREATMENT, OS | | |
0056 601-94690 1.000 EACH | 3400.00000 3400.00| 4300.00000 4300.00| 4100.00000 4100.00
GUARDRAIL END TREATMENT, MS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -5
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 601-99105 544.000 LFT | 16.00000 8704.00| 16.00000 8704.00| 16.00000 8704.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0058 602-06729 10.000 EACH | 10.00000 100.00| 20.00000 200.00| 2.00000 20.00
BARRIER DELINEATOR | | |
0059 603-06040 210.000 LFT | 19.00000 3990.00| 11.00000 2310.00| 11.00000 2310.00
FENCE, FARM FIELD, 47 IN. | | |
0060 606-07484 35565.000 LFT | 0.18000 6401.70| 1.00000 35565.00| 0.11000 3912.15
MILLED HMA SHOULDER CORRUGATIONS | | |
0061 606-07485 1460.000 LFT | 1.06000 1547.60| 2.00000 2920.00| 0.23000 335.80
MILLED PCCP SHOULDER CORRUGATIONS | | |
0062 607-06335 20.000 LFT | 75.00000 1500.00| 79.00000 1580.00| 85.00000 1700.00
PAVED SIDE DITCH, A | | |
0063 609-06259 248.000 SYS | 108.88000 27002.24| 114.00000 28272.00| 150.00000 37200.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0064 610-07788 575.000 TON | 77.63110 44637.88| 98.00000 56350.00| 95.00000 54625.00
HMA FOR APPROACHES, TYPE D | | |
0065 616-02320 241.000 SYS | 4.00000 964.00| 4.00000 964.00| 4.50000 1084.50
GEOTEXTILES | | |
0066 616-06405 58.000 TON | 42.21000 2448.18| 44.00000 2552.00| 52.00000 3016.00
RIPRAP, REVETMENT | | |
0067 616-06451 2.000 TON | 100.00000 200.00| 105.00000 210.00| 70.00000 140.00
RIPRAP, UNIFORM | | |
0068 616-51367 405.000 SYS | 55.77000 22586.85| 59.00000 23895.00| 78.00000 31590.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0069 621-01004 5.000 EACH | 525.00000 2625.00| 552.00000 2760.00| 540.00000 2700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0070 621-06545 2.800 TON | 618.00000 1730.40| 620.00000 1736.00| 650.00000 1820.00
FERTILIZER | | |
0071 621-06553 1165.000 LBS | 3.25000 3786.25| 41.00000 47765.00| 3.40000 3961.00
SEED MIXTURE, R | | |
0072 621-06565 13.700 TON | 470.00000 6439.00| 470.00000 6439.00| 530.00000 7261.00
MULCHING MATERIAL | | |
0073 621-06567 117.000 kGAL | 4.00000 468.00| 4.00000 468.00| 4.50000 526.50
WATER | | |
0074 621-06574 2279.000 SYS | 3.24000 7383.96| 6.00000 13674.00| 3.40000 7748.60
SODDING | | |
0075 701-96089 762.000 LFT | 47.10000 35890.20| 49.00000 37338.00| 62.00000 47244.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN., 14 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -6
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 701-99086 26.000 EACH | 68.00000 1768.00| 71.00000 1846.00| 72.00000 1872.00
PILE TIP, STEEL SHELL | | |
0077 702-51005 73.500 CYS | 618.00000 45423.00| 620.00000 45570.00| 1650.00000 121275.00
CONCRETE, A, SUBSTRUCTURE | | |
0078 702-51015 35.800 CYS | 306.00000 10954.80| 310.00000 11098.00| 995.00000 35621.00
CONCRETE, B, FOOTINGS | | |
0079 702-51100 54.000 LBS | 14.00000 756.00| 15.00000 810.00| 9.00000 486.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0080 702-51110 192.000 LBS | 5.00000 960.00| 5.00000 960.00| 4.25000 816.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0081 702-51864 84.000 EACH | 10.00000 840.00| 11.00000 924.00| 15.00000 1260.00
FIELD DRILLED HOLE | | |
0082 702-90915 525.200 CYS | 157.61000 82776.77| 90.00000 47268.00| 95.00000 49894.00
CONCRETE, A | | |
0083 702-92857 16.400 CYS | 1105.00000 18122.00| 1160.00000 19024.00| 2600.00000 42640.00
CONCRETE, C, SUBSTRUCTURE | | |
0084 703-51030 8461.000 LBS | 0.90000 7614.90| 1.00000 8461.00| 1.00000 8461.00
REINFORCING STEEL | | |
0085 703-51032 53246.000 LBS | 0.99000 52713.54| 1.00000 53246.00| 1.00000 53246.00
REINFORCING STEEL, EPOXY COATED | | |
0086 704-51002 100.300 CYS | 696.00000 69808.80| 700.00000 70210.00| 975.00000 97792.50
CONCRETE, C, SUPERSTRUCTURE | | |
0087 706-05734 4.000 EACH | 2000.00000 8000.00| 2520.00000 10080.00| 2600.00000 10400.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0088 706-51020 35.100 CYS | 521.60000 18308.16| 530.00000 18603.00| 580.00000 20358.00
CONCRETE, C, RAILING | | |
0089 709-51821 LUMP | 2896.00000 2896.00| 3040.00000 3040.00| 4500.00000 4500.00
SURFACE SEAL | | |
0090 711-51038 LUMP | 43682.00000 43682.00| 61900.00000 61900.00| 84000.00000 84000.00
STRUCTURAL STEEL | | |
0091 711-51864 30.000 EACH | 31.64000 949.20| 33.00000 990.00| 30.00000 900.00
DRILLED HOLE | | |
0092 711-96800 252.000 EACH | 2.26000 569.52| 2.00000 504.00| 2.25000 567.00
STUD SHEAR CONNECTORS | | |
0093 715-05149 10.000 LFT | 62.00000 620.00| 101.00000 1010.00| 38.00000 380.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0094 715-05151 10.000 LFT | 67.00000 670.00| 103.00000 1030.00| 40.00000 400.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0095 715-05407 60.000 LFT | 12.00000 720.00| 13.00000 780.00| 12.00000 720.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -7
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 715-05422 3530.000 LFT | 76.00000 268280.00| 62.00000 218860.00| 60.00000 211800.00
PIPE, SLOTTED DRAIN, 12 IN. | | |
0097 715-05423 740.000 LFT | 95.00000 70300.00| 64.00000 47360.00| 95.00000 70300.00
PIPE SLOTTED DRAIN, 15 IN. | | |
0098 720-06607 6.000 EACH | 675.00000 4050.00| 1230.00000 7380.00| 400.00000 2400.00
SLOTTED DRAIN CLEANOUT | | |
0099 720-44000 23.000 EACH | 625.00000 14375.00| 541.00000 12443.00| 550.00000 12650.00
CASTING, ADJUST TO GRADE | | |
0100 720-45075 5.000 EACH | 2650.00000 13250.00| 2390.00000 11950.00| 1800.00000 9000.00
INLET, R13 | | |
0101 720-45141 1.000 EACH | 2550.00000 2550.00| 4690.00000 4690.00| 1700.00000 1700.00
INLET, H5, MODIFIED | | |
0102 722-51401 50.000 SFT | 23.00000 1150.00| 24.00000 1200.00| 170.00000 8500.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0103 722-51842 274.000 SYS | 83.03000 22750.22| 94.00000 25756.00| 100.00000 27400.00
BRIDGE DECK OVERLAY | | |
0104 722-51846 10.000 CYS | 330.00000 3300.00| 330.00000 3300.00| 330.00000 3300.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0105 722-51852 495.000 SFT | 10.67000 5281.65| 11.00000 5445.00| 17.00000 8415.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0106 722-60824 274.000 SYS | 14.11000 3866.14| 15.00000 4110.00| 15.00000 4110.00
SURFACE MILLING | | |
0107 724-03276 86.000 LFT | 80.00000 6880.00| 84.00000 7224.00| 185.00000 15910.00
EXPANSION JOINT SEALING SYSTEM | | |
0108 801-03290 4.000 EACH | 125.00000 500.00| 131.00000 524.00| 245.00000 980.00
CONSTRUCTION SIGN, C | | |
0109 801-06207 56255.000 LFT | 0.91000 51192.05| 1.00000 56255.00| 0.94000 52879.70
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0110 801-06469 5560.000 LFT | 1.82000 10119.20| 2.00000 11120.00| 1.82000 10119.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0111 801-06640 102.000 EACH | 95.00000 9690.00| 100.00000 10200.00| 115.00000 11730.00
CONSTRUCTION SIGN, A | | |
0112 801-06645 3.000 EACH | 65.00000 195.00| 68.00000 204.00| 60.00000 180.00
CONSTRUCTION SIGN, B | | |
0113 801-06710 120.000 DAY | 11.75000 1410.00| 12.00000 1440.00| 13.50000 1620.00
FLASHING ARROW SIGN | | |
0114 801-06775 LUMP | 101000.00000 101000.00| 39790.80000 39790.80| 115000.00000 115000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -8
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-07024 9.000 EACH | 5000.00000 45000.00| 5360.00000 48240.00| 6300.00000 56700.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0116 801-07119 120.000 LFT | 11.50000 1380.00| 12.00000 1440.00| 14.00000 1680.00
BARRICADE, III-B | | |
0117 801-08507 16012.000 LFT | 22.30000 357067.60| 34.00000 544408.00| 35.00000 560420.00
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0118 801-09087 115.000 LFT | 2.73000 313.95| 3.00000 345.00| 3.98000 457.70
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
12 IN. | | |
0119 801-09133 4.000 EACH | 4495.00000 17980.00| 4720.00000 18880.00| 5000.00000 20000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0120 801-92448 2400.000 DAY | 2.00000 4800.00| 2.00000 4800.00| 2.27000 5448.00
CONSTRUCTION SIGNS, MOBILE | | |
0121 802-03811 1.000 EACH | 5800.00000 5800.00| 4540.00000 4540.00| 4500.00000 4500.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
RESET | | |
0122 802-05701 117.600 LFT | 15.00000 1764.00| 20.00000 2352.00| 17.00000 1999.20
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0123 802-05702 166.300 LFT | 12.70000 2112.01| 20.00000 3326.00| 17.00000 2827.10
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0124 802-05704 44.400 LFT | 15.70000 697.08| 20.00000 888.00| 18.00000 799.20
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0125 802-07057 1867.000 SFT | 15.20000 28378.40| 17.00000 31739.00| 17.00000 31739.00
SIGN, PANEL, WITH LEGEND | | |
0126 802-07151 4.000 EACH | 323.00000 1292.00| 492.00000 1968.00| 485.00000 1940.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0127 802-07158 1.000 EACH | 4600.00000 4600.00| 4210.00000 4210.00| 4200.00000 4200.00
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, I | | |
0128 802-07275 3.000 EACH | 3800.00000 11400.00| 6880.00000 20640.00| 7200.00000 21600.00
BOX TRUSS SIGN FOUNDATION, V-C | | |
0129 802-07278 2.000 EACH | 4000.00000 8000.00| 7090.00000 14180.00| 7200.00000 14400.00
BOX TRUSS SIGN FOUNDATION, V-D | | |
0130 802-08479 3.000 EACH | 43200.00000 129600.00| 41400.00000 124200.00| 42000.00000 126000.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -9
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 802-76025 17.750 SFT | 15.90000 282.23| 20.00000 355.00| 17.50000 310.63
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0132 802-76035 183.010 SFT | 17.50000 3202.68| 20.00000 3660.20| 18.50000 3385.69
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0133 802-76095 556.000 LBS | 3.53000 1962.68| 3.00000 1668.00| 2.75000 1529.00
STRUCTURAL STEEL, BREAKAWAY | | |
0134 802-76140 1.000 EACH | 19700.00000 19700.00| 18300.00000 18300.00| 18000.00000 18000.00
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0135 802-76170 210.000 LFT | 179.00000 37590.00| 134.00000 28140.00| 135.00000 28350.00
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (BOX TRUSS) | | |
0136 805-02087 LUMP | 1480.00000 1480.00| 1200.00000 1200.00| 1300.00000 1300.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0137 805-06592 204.000 LFT | 13.80000 2815.20| 28.00000 5712.00| 28.00000 5712.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0138 805-06834 6.000 EACH | 12500.00000 75000.00| 13100.00000 78600.00| 13200.00000 79200.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0139 805-08493 LUMP | 3400.00000 3400.00| 5530.00000 5530.00| 5400.00000 5400.00
RADIO SYSTEM TESTING INTERCONNECT | | |
0140 805-08494 9.000 EACH | 3000.00000 27000.00| 3720.00000 33480.00| 4000.00000 36000.00
RADIO SPREAD SPECTRUM | | |
0141 805-08495 1.000 EACH | 140.00000 140.00| 214.00000 214.00| 220.00000 220.00
RADIO ANTENNA EXTENSION | | |
0142 805-09094 1.000 EACH | 11400.00000 11400.00| 3180.00000 3180.00| 3200.00000 3200.00
SIGNAL CONTROLLER, TS2, TYPE 1 | | |
0143 805-09097 1.000 EACH | 1420.00000 1420.00| 1010.00000 1010.00| 1050.00000 1050.00
RADIO, OMNI ANTENNA | | |
0144 805-09098 8.000 EACH | 850.00000 6800.00| 382.00000 3056.00| 410.00000 3280.00
RADIO, YAGI ANTENNA | | |
0145 805-90736 1.000 EACH | 2700.00000 2700.00| 3500.00000 3500.00| 3600.00000 3600.00
TELEPHONE MODEM | | |
0146 805-95889 1721.000 LFT | 0.40000 688.40| 1.00000 1721.00| 0.74000 1273.54
WIRE, NO. 10 COPPER, 1C | | |
0148 807-02191 4.000 EACH | 640.00000 2560.00| 1030.00000 4120.00| 1010.00000 4040.00
HANDHOLE, LIGHTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -10
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 807-02428 5.000 EACH | 1020.00000 5100.00| 911.00000 4555.00| 980.00000 4900.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0150 807-03934 5.000 EACH | 322.00000 1610.00| 584.00000 2920.00| 600.00000 3000.00
LIGHT STRUCTURE, REMOVE | | |
0151 807-07580 505.000 LFT | 14.10000 7120.50| 12.00000 6060.00| 12.50000 6312.50
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0152 807-82004 1.000 EACH | 940.00000 940.00| 881.00000 881.00| 860.00000 860.00
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | |
LUMINAIRES | | |
0153 807-82006 2.000 EACH | 1060.00000 2120.00| 905.00000 1810.00| 890.00000 1780.00
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | |
LUMINAIRES | | |
0154 807-82007 1.000 EACH | 1410.00000 1410.00| 928.00000 928.00| 1000.00000 1000.00
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 8 | | |
LUMINAIRES | | |
0155 807-82017 1.000 EACH | 1080.00000 1080.00| 858.00000 858.00| 835.00000 835.00
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
3 LUMINAIRES | | |
0156 807-85752 5.000 EACH | 1710.00000 8550.00| 1830.00000 9150.00| 1850.00000 9250.00
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0157 807-86615 5.000 EACH | 225.00000 1125.00| 330.00000 1650.00| 345.00000 1725.00
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
0158 807-86790 29.000 EACH | 600.00000 17400.00| 617.00000 17893.00| 620.00000 17980.00
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0159 807-87556 294.000 LFT | 0.90000 264.60| 1.00000 294.00| 0.74000 217.56
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0160 808-03631 1735.000 LFT | 0.75000 1301.25| 1.00000 1735.00| 1.42000 2463.70
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0161 808-03632 1735.000 LFT | 0.75000 1301.25| 1.00000 1735.00| 1.42000 2463.70
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0162 808-06702 11375.000 LFT | 0.42000 4777.50| 0.60000 6825.00| 0.72000 8190.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0163 808-06703 19460.000 LFT | 0.34000 6616.40| 0.50000 9730.00| 0.30000 5838.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 115 -11
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 115 CONTRACT ID : IR-28980-A COUNTIES : HAMILTON MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0164 808-06705 7360.000 LFT | 0.68000 5004.80| 1.00000 7360.00| 0.95000 6992.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0165 808-06716 24500.000 LFT | 0.24000 5880.00| 0.30000 7350.00| 0.36000 8820.00
LINE, REMOVE | | |
0166 808-07592 185.000 LFT | 0.98000 181.30| 1.00000 185.00| 1.42000 262.70
LINE, EPOXY, SOLID, WHITE, 5 IN. | | |
0167 808-74811 1235.000 LFT | 0.98000 1210.30| 1.00000 1235.00| 1.42000 1753.70
LINE, EPOXY, BROKEN, WHITE, 5 IN. | | |
0168 808-75245 20620.000 LFT | 0.34000 7010.80| 0.50000 10310.00| 0.30000 6186.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0169 808-75272 1560.000 LFT | 3.20000 4992.00| 3.00000 4680.00| 4.77000 7441.20
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0170 808-75996 935.000 EACH | 7.25000 6778.75| 8.00000 7480.00| 8.00000 7480.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0171 808-75998 1240.000 EACH | 16.75000 20770.00| 18.00000 22320.00| 18.00000 22320.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0172 808-97127 20.000 LFT | 0.42000 8.40| 0.50000 10.00| 1.14000 22.80
LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN | | |
0173 805-05905 1.000 EACH | 46600.00000 46600.00| 37500.00000 37500.00| 37000.00000 37000.00
ATR STATION- 4 LANE | | |
SECTION TOTALS | $ 5,998,512.12| $ 6,288,855.00| $ 6,790,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,998,512.12| $ 6,288,855.00| $ 6,790,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -1
VENDOR RANKING
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 63
CONTRACT TIME : 06/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600633
9829610
9829612
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 74,840,824.62 100.0000%
2 36-2231526 WALSH CONSTR COMPANY $ 74,921,000.00 100.1071%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 76,374,000.00 102.0486%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -2
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 800000.00000 800000.00| 1508000.00000 1508000.00| 450000.00000 450000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07040 20.000 MOS | 3500.00000 70000.00| 3000.00000 60000.00| 3000.00000 60000.00
FIELD OFFICE, C | | |
0003 105-08520 8.000 EACH | 100.00000 800.00| 175.00000 1400.00| 100.00000 800.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 160.000 MOS | 100.00000 16000.00| 80.00000 12800.00| 100.00000 16000.00
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 108-01614 LUMP | 8000.00000 8000.00| 20000.00000 20000.00| 20000.00000 20000.00
PARTNERING OVERHEAD | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 3700000.00000 3700000.00| 3695000.00000 3695000.00| 3850000.00000 3850000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 886000.00000 886000.00| 1108500.00000 1108500.00| 1358859.66000 1358859.66
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 500000.00000 500000.00| 90000.00000 90000.00| 89000.00000 89000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 202-02240 152720.000 SYS | 11.00000 1679920.00| 9.00000 1374480.00| 5.60000 855232.00
PAVEMENT REMOVAL | | |
0015 202-02241 3194.000 LFT | 2.00000 6388.00| 4.00000 12776.00| 2.10000 6707.40
GUARDRAIL, REMOVE | | |
0016 202-02273 937.000 SYS | 50.00000 46850.00| 20.00000 18740.00| 36.00000 33732.00
CENTER CURB, CONCRETE, REMOVE | | |
0017 202-02278 10380.000 LFT | 8.00000 83040.00| 0.01000 103.80| 5.00000 51900.00
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -3
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 10000.00000 10000.00| 40000.00000 40000.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 202-51330 LUMP | 180000.00000 180000.00| 450000.00000 450000.00| 320000.00000 320000.00
PRESENT STRUCTURE, REMOVE | | |
0020 202-74040 6.000 EACH | 390.00000 2340.00| 550.00000 3300.00| 475.00000 2850.00
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0021 202-74050 15.000 EACH | 555.00000 8325.00| 300.00000 4500.00| 245.00000 3675.00
SIGN, OVERHEAD, REMOVE | | |
0022 202-74055 6.000 EACH | 5300.00000 31800.00| 5000.00000 30000.00| 4000.00000 24000.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
REMOVE | | |
0023 202-74080 3.000 EACH | 2200.00000 6600.00| 2500.00000 7500.00| 1820.00000 5460.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
0024 202-90413 521.000 SYS | 12.00000 6252.00| 12.00000 6252.00| 10.00000 5210.00
SLOPEWALL, CONCRETE, 4 IN., REMOVE | | |
0025 202-93763 9.000 EACH | 1100.00000 9900.00| 450.00000 4050.00| 980.00000 8820.00
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0026 202-94954 14053.000 LFT | 12.00000 168636.00| 10.00000 140530.00| 19.00000 267007.00
BARRIER WALL, CONCRETE, REMOVE | | |
0027 202-96070 4.000 EACH | 3400.00000 13600.00| 2000.00000 8000.00| 1380.00000 5520.00
HIGH MAST TOWER, REMOVE | | |
0028 202-96632 4.000 EACH | 2000.00000 8000.00| 2500.00000 10000.00| 2400.00000 9600.00
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0029 203-02000 484214.000 CYS | 16.00000 7747424.00| 12.00000 5810568.00| 12.00000 5810568.00
EXCAVATION, COMMON | | |
0030 203-04523 LUMP | 32000.00000 32000.00| 20000.00000 20000.00| 25000.00000 25000.00
DEWATERING | | |
0031 205-03371 6699.000 CYS | 13.00000 87087.00| 6.00000 40194.00| 17.00000 113883.00
SEDIMENT, REMOVE | | |
0032 205-03662 LUMP | 50000.00000 50000.00| 30000.00000 30000.00| 52000.00000 52000.00
IRRIGATION, LANDSCAPE | | |
0033 205-06930 52.000 TON | 50.00000 2600.00| 200.00000 10400.00| 66.00000 3432.00
SPLASHPAD, RIPRAP | | |
0034 205-06931 3855.000 TON | 36.00000 138780.00| 35.00000 134925.00| 60.00000 231300.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0035 205-06933 193.000 EACH | 65.00000 12545.00| 90.00000 17370.00| 66.00000 12738.00
TEMPORARY DITCH INLET PROTECTION | | |
0036 205-06934 35.800 TON | 355.00000 12709.00| 400.00000 14320.00| 355.00000 12709.00
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -4
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 205-06936 614.000 TON | 38.00000 23332.00| 90.00000 55260.00| 50.00000 30700.00
TEMPORARY SEDIMENT TRAP | | |
0038 205-06937 10334.000 LFT | 1.20000 12400.80| 6.00000 62004.00| 1.17000 12090.78
TEMPORARY SILT FENCE | | |
0039 205-06938 295.000 LFT | 21.00000 6195.00| 50.00000 14750.00| 14.00000 4130.00
TEMPORARY SLOPE DRAIN | | |
0040 206-51225 5120.000 CYS | 7.00000 35840.00| 1.00000 5120.00| 14.00000 71680.00
EXCAVATION, DRY | | |
0041 206-51230 731.000 CYS | 14.00000 10234.00| 45.00000 32895.00| 30.50000 22295.50
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0042 207-08263 328739.000 SYS | 6.50000 2136803.50| 6.00000 1972434.00| 5.50000 1808064.50
SUBGRADE TREATMENT, TYPE IA | | |
0043 207-08268 74553.000 SYS | 14.00000 1043742.00| 14.00000 1043742.00| 13.00000 969189.00
SUBGRADE TREATMENT, TYPE IV | | |
0044 208-02046 6.000 EACH | 4500.00000 27000.00| 4000.00000 24000.00| 7000.00000 42000.00
GRADING IN GORE AREA | | |
0045 210-07808 216.000 SFT | 50.00000 10800.00| 350.00000 75600.00| 770.00000 166320.00
BLOCK , GLASS | | |
0046 210-08274 4478.000 CYS | 31.00000 138818.00| 30.00000 134340.00| 30.50000 136579.00
COMPOST | | |
0047 211-02050 17639.000 CYS | 20.00000 352780.00| 17.00000 299863.00| 26.00000 458614.00
B BORROW | | |
0048 211-06467 294.600 CYS | 50.00000 14730.00| 42.50000 12520.50| 40.50000 11931.30
AGGREGATE FOR END BENT BACKFILL | | |
0049 211-07454 49207.400 CYS | 20.00000 984148.00| 18.00000 885733.20| 26.00000 1279392.40
STRUCTURE BACKFILL | | |
0050 213-08058 679.000 CYS | 150.00000 101850.00| 90.00000 61110.00| 90.00000 61110.00
FLOWABLE BACKFILL | | |
0051 213-08068 10.000 EACH | 500.00000 5000.00| 150.00000 1500.00| 250.00000 2500.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0052 301-07448 141406.400 TON | 13.00000 1838283.20| 10.00000 1414064.00| 7.60000 1074688.64
COMPACTED AGGREGATE, NO. 53, BASE | | |
0053 302-06464 18851.800 CYS | 40.00000 754072.00| 45.00000 848331.00| 44.00000 829479.20
SUBBASE FOR PCCP | | |
0054 302-07455 112.900 CYS | 70.00000 7903.00| 115.00000 12983.50| 51.00000 5757.90
DENSE GRADED SUBBASE | | |
0055 302-08562 3747.100 TON | 30.00000 112413.00| 40.00000 149884.00| 26.00000 97424.60
COARSE AGGREGATE, 8 | | |
0056 303-01180 10679.800 TON | 18.00000 192236.40| 23.00000 245635.40| 28.00000 299034.40
COMPACTED AGGREGATE, NO. 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -5
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 304-07491 419.000 TON | 100.00000 41900.00| 130.00000 54470.00| 130.00000 54470.00
HMA PATCHING, TYPE C | | |
0058 306-08034 37031.000 SYS | 2.00000 74062.00| 3.00000 111093.00| 2.30000 85171.30
MILLING, ASPHALT, 1 1/2 IN. | | |
0059 306-08043 4372.000 SYS | 12.00000 52464.00| 3.00000 13116.00| 4.30000 18799.60
MILLING, TRANSITION | | |
0060 401-06264 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 11000.00000 11000.00
PROFILOGRAPH, HMA | | |
0061 401-07337 6365.900 TON | 66.00000 420149.40| 73.00000 464710.70| 75.00000 477442.50
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0062 401-07405 39536.000 TON | 43.00000 1700048.00| 42.50000 1680280.00| 48.00000 1897728.00
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0063 401-07410 175653.800 TON | 35.00000 6147883.00| 38.50000 6762671.30| 41.00000 7201805.80
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0064 401-09084 51098.300 TON | 42.00000 2146128.60| 43.00000 2197226.90| 46.00000 2350521.80
QC/QA-HMA, 5, 76, BASE, OG, 25.0 mm | | |
0065 401-09086 19692.500 TON | 90.00000 1772325.00| 73.00000 1437552.50| 87.00000 1713247.50
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -- SM | | |
0066 402-07432 1682.000 TON | 57.00000 95874.00| 72.05000 121188.10| 70.00000 117740.00
HMA SURFACE, TYPE A | | |
0067 402-07435 3166.000 TON | 47.00000 148802.00| 66.24000 209715.84| 85.00000 269110.00
HMA INTERMEDIATE, TYPE A | | |
0068 402-07453 48176.600 TON | 39.00000 1878887.40| 53.23000 2564440.42| 45.00000 2167947.00
HMA FOR TEMPORARY PAVEMENT | | |
0069 402-07787 376.500 TON | 63.00000 23719.50| 84.00000 31626.00| 70.00000 26355.00
HMA WEDGE AND LEVEL, TYPE D | | |
0070 406-05520 383.910 TON | 300.00000 115173.00| 300.00000 115173.00| 310.00000 119012.10
ASPHALT FOR TACK COAT | | |
0071 501-06266 LUMP | 1.00000 1.00| 20000.00000 20000.00| 5500.00000 5500.00
PROFILOGRAPH, PCCP | | |
0072 501-06322 4383.600 SYS | 50.00000 219180.00| 55.00000 241098.00| 58.00000 254248.80
QC/QA-PCCP, 11 IN. | | |
0073 501-06727 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 2200.00000 2200.00
CORING, PCCP | | |
0074 501-08193 62820.400 SYS | 47.00000 2952558.80| 48.00000 3015379.20| 45.00000 2826918.00
QC/QA-PCCP, 10.5 IN. | | |
0075 503-05240 38998.000 LFT | 9.00000 350982.00| 10.00000 389980.00| 10.00000 389980.00
D-1 CONTRACTION JOINT | | |
0076 503-05310 295.000 LFT | 120.00000 35400.00| 150.00000 44250.00| 130.00000 38350.00
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -6
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 506-06333 216.300 SYS | 80.00000 17304.00| 130.00000 28119.00| 270.00000 58401.00
PCCP PATCHING, FULL DEPTH | | |
0078 601-01522 1.000 EACH | 1820.00000 1820.00| 1800.00000 1800.00| 1820.00000 1820.00
GUARDRAIL TRANSITION TYPE TGB | | |
0080 601-06234 2.000 EACH | 9500.00000 19000.00| 9450.00000 18900.00| 9550.00000 19100.00
IMPACT ATTENUATOR, R1, W1, TL-2 | | |
0081 601-06238 9.000 EACH | 13000.00000 117000.00| 12975.00000 116775.00| 13100.00000 117900.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0082 601-06243 6.000 EACH | 12000.00000 72000.00| 11800.00000 70800.00| 11900.00000 71400.00
IMPACT ATTENUATOR, R2, W2, TL-2 | | |
0083 601-06417 1.000 EACH | 2900.00000 2900.00| 2800.00000 2800.00| 2825.00000 2825.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-2 | | |
0084 601-06421 3.000 EACH | 2900.00000 8700.00| 2875.00000 8625.00| 2900.00000 8700.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 | | |
0085 601-06421 1.000 EACH | 2900.00000 2900.00| 2875.00000 2875.00| 2900.00000 2900.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 R1,W1,TL-3 | | |
0086 601-06426 1.000 EACH | 2900.00000 2900.00| 2800.00000 2800.00| 2820.00000 2820.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W2, TL-2 | | |
0087 601-08433 1.000 EACH | 630.00000 630.00| 625.00000 625.00| 630.00000 630.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0088 601-08434 1.000 EACH | 630.00000 630.00| 625.00000 625.00| 630.00000 630.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0089 601-94689 3.000 EACH | 2450.00000 7350.00| 2400.00000 7200.00| 2420.00000 7260.00
GUARDRAIL END TREATMENT, OS | | |
0090 601-99105 2712.500 LFT | 15.50000 42043.75| 15.40000 41772.50| 15.50000 42043.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0091 602-06729 1585.000 EACH | 8.00000 12680.00| 6.50000 10302.50| 10.00000 15850.00
BARRIER DELINEATOR | | |
0092 602-06945 16774.000 LFT | 56.00000 939344.00| 48.00000 805152.00| 65.50000 1098697.00
BARRIER, CONCRETE, 45 IN. , DOUBLE FACE | | |
0093 602-06945 19583.000 LFT | 58.00000 1135814.00| 50.00000 979150.00| 73.00000 1429559.00
BARRIER, CONCRETE, 45 IN. , SINGLE FACE | | |
MODIFIED II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -7
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 602-06945 501.000 LFT | 40.00000 20040.00| 118.00000 59118.00| 110.00000 55110.00
BARRIER, CONCRETE, 45 IN. , SINGLE FACE | | |
MODIFIED, IV | | |
0095 602-08588 165.000 LFT | 58.00000 9570.00| 175.00000 28875.00| 202.00000 33330.00
CONCRETE BARRIER, 45 IN., MODIFIED | | |
0096 602-94283 2634.000 LFT | 45.00000 118530.00| 100.00000 263400.00| 247.00000 650598.00
BARRIER, SINGLE FACE, CONCRETE , 45 IN. | | |
MODIFIED II | | |
0097 603-08663 1.000 EACH | 2800.00000 2800.00| 2700.00000 2700.00| 2720.00000 2720.00
FENCE GATE, CHAIN LINK, BLACK COATED | | |
VINYL, 48 IN. X 16 FT. | | |
0098 603-98225 24352.000 LFT | 12.00000 292224.00| 12.00000 292224.00| 11.60000 282483.20
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0099 604-06070 1521.000 SYS | 70.00000 106470.00| 85.00000 129285.00| 85.00000 129285.00
SIDEWALK, CONCRETE , ARCHITECTURAL | | |
0100 604-07894 103.000 SYS | 136.00000 14008.00| 225.00000 23175.00| 130.00000 13390.00
CURB RAMP, CONCRETE, A | | |
0101 604-07904 40.000 SYS | 136.00000 5440.00| 250.00000 10000.00| 130.00000 5200.00
CURB RAMP, CONCRETE, L | | |
0102 604-09143 7025.000 SFT | 7.00000 49175.00| 8.00000 56200.00| 9.00000 63225.00
ARCHITECTURAL CONCRETE SIDEWALK OVERLAY | | |
0103 604-91531 2366.000 SYS | 30.00000 70980.00| 45.00000 106470.00| 35.00000 82810.00
SIDEWALK, CONCRETE, 4 IN. | | |
0104 605-06095 1206.000 LFT | 16.00000 19296.00| 20.00000 24120.00| 24.00000 28944.00
CURB, INTEGRAL, B, CONCRETE | | |
0105 605-06100 5787.000 LFT | 11.00000 63657.00| 10.00000 57870.00| 15.00000 86805.00
CURB, INTEGRAL, C, CONCRETE | | |
0106 605-06120 65.000 LFT | 51.00000 3315.00| 35.00000 2275.00| 24.00000 1560.00
CURB, CONCRETE , 6 IN. | | |
0107 605-06125 115.000 LFT | 60.00000 6900.00| 40.00000 4600.00| 200.00000 23000.00
CURB, CONCRETE, MODIFIED | | |
0108 605-06210 704.000 LFT | 44.00000 30976.00| 125.00000 88000.00| 80.00000 56320.00
CENTER CURB, C, CONCRETE | | |
0109 605-52807 93.000 LFT | 75.00000 6975.00| 45.00000 4185.00| 24.00000 2232.00
CURB AND GUTTER, COMBINED | | |
0110 609-06259 677.400 SYS | 90.00000 60966.00| 85.00000 57579.00| 86.00000 58256.40
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -8
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 610-07788 2061.400 TON | 59.00000 121622.60| 70.00000 144298.00| 70.00000 144298.00
HMA FOR APPROACHES, TYPE D | | |
0112 615-06490 15.000 EACH | 113.00000 1695.00| 112.00000 1680.00| 113.00000 1695.00
RIGHT OF WAY MARKER | | |
0113 615-06510 12.000 EACH | 340.00000 4080.00| 340.00000 4080.00| 345.00000 4140.00
MONUMENT, C | | |
0114 615-06515 47.000 EACH | 104.00000 4888.00| 103.00000 4841.00| 104.00000 4888.00
MONUMENT, D | | |
0115 615-06527 3.000 EACH | 450.00000 1350.00| 450.00000 1350.00| 455.00000 1365.00
MONUMENT, SECTION CORNER | | |
0116 615-07832 2.000 EACH | 580.00000 1160.00| 575.00000 1150.00| 580.00000 1160.00
BENCH MARK POST | | |
0117 616-02320 10678.000 SYS | 2.00000 21356.00| 4.95000 52856.10| 2.60000 27762.80
GEOTEXTILES | | |
0118 616-05688 1126.200 TON | 50.00000 56310.00| 45.00000 50679.00| 65.00000 73203.00
RIPRAP, CLASS 1 | | |
0119 616-06405 3679.300 TON | 38.00000 139813.40| 35.00000 128775.50| 45.00000 165568.50
RIPRAP, REVETMENT | | |
0120 616-06451 1088.000 TON | 41.00000 44608.00| 40.00000 43520.00| 45.00000 48960.00
RIPRAP, UNIFORM | | |
0121 616-51367 714.300 SYS | 68.00000 48572.40| 110.00000 78573.00| 69.00000 49286.70
SLOPEWALL, CONCRETE, 4 IN. | | |
0122 620-08426 LUMP | 85000.00000 85000.00| 125000.00000 125000.00| 151000.00000 151000.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0126 621-01004 16.000 EACH | 155.00000 2480.00| 150.06000 2400.96| 151.00000 2416.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0127 621-02318 654.000 LBS | 56.00000 36624.00| 55.00000 35970.00| 56.00000 36624.00
SEED MIXTURE, PRAIRIE GRASS , BASIC | | |
0128 621-02318 299.500 LBS | 66.00000 19767.00| 65.00000 19467.50| 66.00000 19767.00
SEED MIXTURE, PRAIRIE GRASS , LOW | | |
PROFILE | | |
0129 621-02770 25832.000 SYS | 1.30000 33581.60| 2.00000 51664.00| 1.30000 33581.60
EROSION CONTROL BLANKET | | |
0130 621-03909 379.500 LBS | 56.00000 21252.00| 55.00000 20872.50| 56.00000 21252.00
SEED MIXTURE, NATIVE | | |
0131 621-04258 294.900 LBS | 66.00000 19463.40| 65.00000 19168.50| 66.00000 19463.40
SEED MIXTURE , SHORT SHOULDER | | |
0132 621-04258 7.700 LBS | 101.00000 777.70| 100.00000 770.00| 101.00000 777.70
SEED MIXTURE , STORM WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -9
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 621-06545 18.970 TON | 455.00000 8631.35| 450.00000 8536.50| 455.00000 8631.35
FERTILIZER | | |
0134 621-06554 788.000 LBS | 2.30000 1812.40| 2.25000 1773.00| 2.30000 1812.40
SEED MIXTURE, U | | |
0135 621-06557 2737.000 LBS | 2.30000 6295.10| 2.25000 6158.25| 2.30000 6295.10
SEED MIXTURE, T | | |
0136 621-06565 72.270 TON | 350.00000 25294.50| 350.00000 25294.50| 355.00000 25655.85
MULCHING MATERIAL | | |
0137 621-06567 60.250 kGAL | 1.00000 60.25| 1.00000 60.25| 1.00000 60.25
WATER | | |
0138 621-06570 450.000 CYS | 31.00000 13950.00| 45.00000 20250.00| 30.50000 13725.00
TOP SOIL , PROMENADE PLANTER BACKFILL | | |
0139 621-06574 16643.700 SYS | 2.50000 41609.25| 3.25000 54092.03| 2.45000 40777.07
SODDING | | |
0140 621-06734 5445.000 EACH | 12.20000 66429.00| 12.00000 65340.00| 12.10000 65884.50
WILD FLOWERS PLUG PLANTING | | |
0141 621-08470 LUMP | 96000.00000 96000.00| 95200.00000 95200.00| 96000.00000 96000.00
INVASIVE SPECIES CONTROL | | |
0142 621-09167 253.000 LBS | 4.00000 1012.00| 4.00000 1012.00| 4.05000 1024.65
NURSERY CROP | | |
0143 622-05625 177.000 EACH | 76.00000 13452.00| 75.00000 13275.00| 76.00000 13452.00
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 48 TO 72 IN. | | |
0144 622-05630 60.000 EACH | 56.00000 3360.00| 55.00000 3300.00| 56.00000 3360.00
PLANT, CONIFEROUS EVERGREEN, GLOBE, | | |
DWARF, OVER 18 TO 24 IN. | | |
0145 622-05634 428.000 EACH | 56.00000 23968.00| 55.00000 23540.00| 56.00000 23968.00
PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | |
BROAD SPREADING, SEMISPREADING, OVER 18 | | |
TO 24 IN. | | |
0146 622-05638 8.000 EACH | 46.00000 368.00| 45.00000 360.00| 46.00000 368.00
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
0147 622-05639 551.000 EACH | 56.00000 30856.00| 55.00000 30305.00| 56.00000 30856.00
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0148 622-05640 3092.000 EACH | 66.00000 204072.00| 65.00000 200980.00| 66.00000 204072.00
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0149 622-05641 80.000 EACH | 76.00000 6080.00| 75.00000 6000.00| 76.00000 6080.00
PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -10
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 622-05645 47.000 EACH | 237.00000 11139.00| 235.00000 11045.00| 238.00000 11186.00
PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | |
72 TO 96 IN. | | |
0151 622-05648 18.000 EACH | 237.00000 4266.00| 235.00000 4230.00| 238.00000 4284.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 IN. OR UNDER | | |
0152 622-05649 316.000 EACH | 268.00000 84688.00| 265.00000 83740.00| 269.00000 85004.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 1.25 TO 2 IN. | | |
0153 622-05650 113.000 EACH | 288.00000 32544.00| 285.00000 32205.00| 289.00000 32657.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0154 622-05653 109.000 EACH | 18.00000 1962.00| 18.00000 1962.00| 18.20000 1983.80
PLANT, GROUND COVER | | |
0155 622-05654 2964.000 EACH | 6.00000 17784.00| 6.00000 17784.00| 6.10000 18080.40
PLANT, PERENNIAL | | |
0156 622-52436 50.000 EACH | 31.00000 1550.00| 24.63000 1231.50| 30.50000 1525.00
SIGN, DO NOT MOW OR SPRAY | | |
0157 622-93712 3840.000 EACH | 0.55000 2112.00| 0.50000 1920.00| 0.51000 1958.40
PLANT, BULBS | | |
0158 622-99101 809.000 EACH | 14.00000 11326.00| 13.00000 10517.00| 13.20000 10678.80
PLANT, DAY LILIES | | |
0159 701-02936 3360.000 LFT | 70.00000 235200.00| 53.00000 178080.00| 76.00000 255360.00
PILE, STEEL H, HP 14 X 89 | | |
0160 701-04732 1031.500 LFT | 14.00000 14441.00| 22.00000 22693.00| 37.50000 38681.25
PILE SLEEVES | | |
0161 701-90386 LUMP | 250000.00000 250000.00| 400000.00000 400000.00| 177000.00000 177000.00
TEMPORARY SHEET PILING | | |
0163 702-02925 8100.000 SFT | 15.00000 121500.00| 4.50000 36450.00| 5.00000 40500.00
WATERPROOFING MEMBRANE SYSTEM | | |
0164 702-51005 796.200 CYS | 900.00000 716580.00| 995.00000 792219.00| 810.00000 644922.00
CONCRETE, A, SUBSTRUCTURE | | |
0165 702-51015 366.000 CYS | 300.00000 109800.00| 450.00000 164700.00| 264.00000 96624.00
CONCRETE, B, FOOTINGS | | |
0166 702-51863 152.000 EACH | 15.00000 2280.00| 35.00000 5320.00| 14.20000 2158.40
FIELD DRILLED HOLE IN CONCRETE | | |
0167 702-94139 10.000 CYS | 900.00000 9000.00| 2000.00000 20000.00| 1320.00000 13200.00
CONCRETE, A, ABOVE FOOTINGS | | |
0168 703-06028 12416.000 LBS | 0.80000 9932.80| 0.66000 8194.56| 0.76000 9436.16
REINFORCING BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -11
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0169 703-06029 526708.000 LBS | 0.90000 474037.20| 0.74000 389763.92| 0.86000 452968.88
REINFORCING BARS, EPOXY COATED | | |
0170 703-51030 1965.000 LBS | 0.80000 1572.00| 0.66000 1296.90| 0.76000 1493.40
REINFORCING STEEL | | |
0171 703-51032 158862.000 LBS | 0.90000 142975.80| 0.90000 142975.80| 0.86000 136621.32
REINFORCING STEEL, EPOXY COATED | | |
0172 703-97936 978.000 EACH | 11.00000 10758.00| 35.00000 34230.00| 20.30000 19853.40
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0173 704-08088 1150.200 CYS | 600.00000 690120.00| 750.00000 862650.00| 457.00000 525641.40
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0174 706-08496 3500.000 SYS | 50.00000 175000.00| 195.00000 682500.00| 152.00000 532000.00
REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |
0175 706-08500 2978.000 SYS | 150.00000 446700.00| 235.00000 699830.00| 243.00000 723654.00
REINFORCED CONCRETE MOMENT SLAB, 14 IN. | | |
0176 706-51020 708.000 CYS | 500.00000 354000.00| 750.00000 531000.00| 179.00000 126732.00
CONCRETE, C, RAILING | | |
0177 706-91664 1102.500 LFT | 110.00000 121275.00| 75.00000 82687.50| 111.00000 122377.50
PIPE RAILING | | |
0178 706-92237 105.000 LFT | 360.00000 37800.00| 225.00000 23625.00| 360.00000 37800.00
HANDRAIL, STEEL , MODIFIED | | |
0179 707-09101 12.000 EACH | 3000.00000 36000.00| 4000.00000 48000.00| 835.00000 10020.00
PRECAST CONCRETE DISCS | | |
0180 707-09104 2390.000 LFT | 854.00000 2041060.00| 850.00000 2031500.00| 1000.00000 2390000.00
STRUCTURAL MEMBERS, CONCRETE U-BEAM, 63 | | |
IN. | | |
0181 709-07733 LUMP | 16000.00000 16000.00| 25000.00000 25000.00| 16000.00000 16000.00
ANTI-GRAFFITI COAT | | |
0182 709-51821 LUMP | 53000.00000 53000.00| 75000.00000 75000.00| 53000.00000 53000.00
SURFACE SEAL | | |
0183 709-96826 LUMP | 36000.00000 36000.00| 55000.00000 55000.00| 36000.00000 36000.00
CONCRETE SURFACE COATING , ARCHITECTURA | | |
0184 714-07544 254.000 LFT | 2000.00000 508000.00| 1600.00000 406400.00| 1100.00000 279400.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 14 FT. X 7 FT. | | |
0185 714-08514 656.100 SFT | 70.00000 45927.00| 125.00000 82012.50| 76.00000 49863.60
WINGWALL | | |
0186 715-04509 55.000 LFT | 60.00000 3300.00| 145.00000 7975.00| 75.00000 4125.00
TEMPORARY PIPE | | |
0187 715-05019 320.000 LFT | 70.00000 22400.00| 80.00000 25600.00| 70.00000 22400.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -12
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0188 715-05024 1929.000 LFT | 70.00000 135030.00| 85.00000 163965.00| 80.00000 154320.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0189 715-05048 120902.000 LFT | 4.00000 483608.00| 3.25000 392931.50| 7.60000 918855.20
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0191 715-05053 6690.800 LFT | 12.00000 80289.60| 25.00000 167270.00| 27.40000 183327.92
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0192 715-05123 74.000 LFT | 50.00000 3700.00| 55.00000 4070.00| 53.00000 3922.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0193 715-05149 4991.000 LFT | 38.00000 189658.00| 25.00000 124775.00| 47.00000 234577.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0194 715-05151 7099.000 LFT | 40.00000 283960.00| 35.00000 248465.00| 35.00000 248465.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0195 715-05152 4357.000 LFT | 42.00000 182994.00| 45.00000 196065.00| 40.00000 174280.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0196 715-05154 4543.000 LFT | 50.00000 227150.00| 55.00000 249865.00| 53.00000 240779.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0197 715-05156 1796.000 LFT | 63.00000 113148.00| 68.00000 122128.00| 70.00000 125720.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0198 715-05159 1509.000 LFT | 92.00000 138828.00| 95.00000 143355.00| 90.00000 135810.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0199 715-05161 1171.000 LFT | 106.00000 124126.00| 120.00000 140520.00| 110.00000 128810.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0200 715-05162 582.000 LFT | 130.00000 75660.00| 175.00000 101850.00| 130.00000 75660.00
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0201 715-05163 4166.000 LFT | 132.00000 549912.00| 145.00000 604070.00| 140.00000 583240.00
PIPE, TYPE 2, CIRCULAR, 60 IN. | | |
0202 715-05165 12.000 LFT | 373.00000 4476.00| 275.00000 3300.00| 450.00000 5400.00
PIPE, TYPE 2, CIRCULAR, 72 IN. | | |
0203 715-05218 246.000 LFT | 40.00000 9840.00| 45.00000 11070.00| 55.00000 13530.00
PIPE, TYPE 5, CIRCULAR, 15 IN. | | |
0204 715-05246 84.000 LFT | 240.00000 20160.00| 275.00000 23100.00| 240.00000 20160.00
PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | |
0205 715-05350 230.000 LFT | 690.00000 158700.00| 295.00000 67850.00| 270.00000 62100.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 20.5 | | |
SQ. FT. | | |
0206 715-05407 300.000 LFT | 22.00000 6600.00| 12.00000 3600.00| 6.10000 1830.00
PIPE, END BENT DRAIN, 6 IN. | | |
0207 715-06077 2.000 EACH | 2100.00000 4200.00| 1375.42000 2750.84| 3700.00000 7400.00
SAFETY METAL END SECTION, 6:1, 42 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -13
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0208 715-06078 1.000 EACH | 2600.00000 2600.00| 1839.06000 1839.06| 4200.00000 4200.00
SAFETY METAL END SECTION, 6:1, 48 IN. | | |
0209 715-08657 240.000 LFT | 800.00000 192000.00| 338.08000 81139.20| 590.00000 141600.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 56.5 | | |
SQ. FT. | | |
0210 715-09077 20.000 LFT | 130.00000 2600.00| 179.63000 3592.60| 130.00000 2600.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 8.5 | | |
SQ. FT. | | |
0211 715-09165 1.000 EACH | 2950.00000 2950.00| 2091.27000 2091.27| 4400.00000 4400.00
SAFETY METAL END SECTION, 6:1, 54 IN. | | |
0212 715-26775 2.000 EACH | 8400.00000 16800.00| 7426.80000 14853.60| 7900.00000 15800.00
GRATED BOX END SECTION, I, 6:1, 30 IN. | | |
0213 715-26787 1.000 EACH | 16700.00000 16700.00| 13115.11000 13115.11| 15000.00000 15000.00
GRATED BOX END SECTION, I, 6:1, 54 IN. | | |
0214 715-46000 18.000 EACH | 800.00000 14400.00| 225.57000 4060.26| 330.00000 5940.00
PIPE END SECTION, 12 IN. | | |
0215 715-46005 24.000 EACH | 850.00000 20400.00| 248.22000 5957.28| 360.00000 8640.00
PIPE END SECTION, 15 IN. | | |
0216 715-46010 8.000 EACH | 900.00000 7200.00| 279.73000 2237.84| 390.00000 3120.00
PIPE END SECTION, 18 IN. | | |
0217 715-46020 7.000 EACH | 1100.00000 7700.00| 527.55000 3692.85| 520.00000 3640.00
PIPE END SECTION, 24 IN. | | |
0218 715-46030 3.000 EACH | 1200.00000 3600.00| 538.80000 1616.40| 580.00000 1740.00
PIPE END SECTION, 30 IN. | | |
0219 715-46040 13.000 EACH | 1400.00000 18200.00| 1375.41000 17880.33| 1035.00000 13455.00
PIPE END SECTION, 36 IN. | | |
0220 716-07631 100.000 LFT | 425.00000 42500.00| 300.00000 30000.00| 310.00000 31000.00
PIPE INSTALLATION, TRENCHLESS, 15 IN. | | |
0221 716-07635 266.000 LFT | 700.00000 186200.00| 400.00000 106400.00| 450.00000 119700.00
PIPE INSTALLATION, TRENCHLESS, 36 IN. | | |
0222 718-06529 83.000 EACH | 500.00000 41500.00| 750.00000 62250.00| 860.00000 71380.00
OUTLET PROTECTOR, 2 | | |
0223 718-06532 13000.000 LFT | 2.00000 26000.00| 0.75000 9750.00| 0.75000 9750.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0224 718-52610 12567.700 CYS | 31.00000 389598.70| 52.00000 653520.40| 46.00000 578114.20
AGGREGATE FOR UNDERDRAINS | | |
0225 718-99153 111225.700 SYS | 1.50000 166838.55| 1.00000 111225.70| 1.20000 133470.84
GEOTEXTILES FOR UNDERDRAIN | | |
0226 720-04790 4.000 EACH | 1100.00000 4400.00| 600.00000 2400.00| 1400.00000 5600.00
CASTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -14
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0227 720-08659 25.000 EACH | 2400.00000 60000.00| 2500.00000 62500.00| 3300.00000 82500.00
MANHOLE, C5 , MODIFIED | | |
0228 720-08659 18.000 EACH | 5500.00000 99000.00| 6500.00000 117000.00| 6800.00000 122400.00
MANHOLE, C5 , MODIFIED WITH SLOTTED | | |
DRAINS | | |
0229 720-08660 14.000 EACH | 2500.00000 35000.00| 3500.00000 49000.00| 4800.00000 67200.00
MANHOLE, J5, MODIFIED | | |
0230 720-08660 5.000 EACH | 5600.00000 28000.00| 7500.00000 37500.00| 8500.00000 42500.00
MANHOLE, J5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0231 720-08661 6.000 EACH | 3300.00000 19800.00| 5000.00000 30000.00| 6700.00000 40200.00
MANHOLE, K5, MODIFIED | | |
0232 720-08661 8.000 EACH | 6400.00000 51200.00| 8500.00000 68000.00| 12300.00000 98400.00
MANHOLE, K5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0233 720-08662 6.000 EACH | 5800.00000 34800.00| 7500.00000 45000.00| 9600.00000 57600.00
MANHOLE, L5, MODIFIED | | |
0234 720-08662 3.000 EACH | 8800.00000 26400.00| 11000.00000 33000.00| 14500.00000 43500.00
MANHOLE, L5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0235 720-09078 11.000 EACH | 11000.00000 121000.00| 10000.00000 110000.00| 12400.00000 136400.00
MANHOLE, M5, MODIFIED | | |
0236 720-09078 5.000 EACH | 14000.00000 70000.00| 14000.00000 70000.00| 17000.00000 85000.00
MANHOLE, M5, MODIFIED WITH SLOTTED | | |
DRAINS | | |
0237 720-09079 5.000 EACH | 2500.00000 12500.00| 1800.00000 9000.00| 2300.00000 11500.00
INLET, HA5, MODIFIED | | |
0238 720-09079 2.000 EACH | 5600.00000 11200.00| 4500.00000 9000.00| 7100.00000 14200.00
INLET, HA5, MODIFIED WITH SLOTTED DRAIN | | |
0239 720-44000 11.000 EACH | 1300.00000 14300.00| 800.00000 8800.00| 500.00000 5500.00
CASTING, ADJUST TO GRADE | | |
0240 720-45041 9.000 EACH | 3900.00000 35100.00| 3000.00000 27000.00| 4200.00000 37800.00
INLET, H5 | | |
0241 720-45041 2.000 EACH | 11000.00000 22000.00| 6500.00000 13000.00| 7300.00000 14600.00
INLET, H5 , WITH SLOTTED DRAINS | | |
0242 720-45042 55.000 EACH | 2200.00000 121000.00| 2000.00000 110000.00| 2700.00000 148500.00
INLET, HA5 | | |
0243 720-45042 14.000 EACH | 5600.00000 78400.00| 4500.00000 63000.00| 6550.00000 91700.00
INLET, HA5 , WITH SLOTTED DRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -15
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0244 720-45065 2.000 EACH | 4700.00000 9400.00| 4000.00000 8000.00| 4600.00000 9200.00
INLET, N12 | | |
0245 720-45141 1.000 EACH | 5100.00000 5100.00| 3000.00000 3000.00| 4500.00000 4500.00
INLET, H5, MODIFIED | | |
0246 720-45141 2.000 EACH | 15400.00000 30800.00| 6500.00000 13000.00| 7700.00000 15400.00
INLET, H5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0247 720-45235 12.000 EACH | 1700.00000 20400.00| 2000.00000 24000.00| 1550.00000 18600.00
CATCH BASIN, E7 | | |
0248 720-45410 56.000 EACH | 2000.00000 112000.00| 2000.00000 112000.00| 3000.00000 168000.00
MANHOLE, C4 | | |
0249 720-91051 4.000 EACH | 1800.00000 7200.00| 2000.00000 8000.00| 2200.00000 8800.00
INLET, A | | |
0250 720-91352 4.000 EACH | 1700.00000 6800.00| 2000.00000 8000.00| 1600.00000 6400.00
CATCH BASIN, F7 | | |
0251 720-93409 1.000 EACH | 2500.00000 2500.00| 2200.00000 2200.00| 2600.00000 2600.00
INLET, B15, MODIFIED | | |
0252 720-93411 2.000 EACH | 2500.00000 5000.00| 2200.00000 4400.00| 2600.00000 5200.00
INLET, C15, MODIFIED | | |
0253 720-93501 4.000 EACH | 5400.00000 21600.00| 11000.00000 44000.00| 9100.00000 36400.00
MANHOLE, L4 | | |
0254 720-94612 6.000 EACH | 2900.00000 17400.00| 5000.00000 30000.00| 6400.00000 38400.00
MANHOLE, K4 | | |
0255 720-95335 11.000 EACH | 8000.00000 88000.00| 11000.00000 121000.00| 12000.00000 132000.00
MANHOLE, M4 | | |
0256 720-95422 6.000 EACH | 2000.00000 12000.00| 3000.00000 18000.00| 4800.00000 28800.00
MANHOLE, J4 | | |
0257 720-98174 47.000 EACH | 2400.00000 112800.00| 2000.00000 94000.00| 2500.00000 117500.00
INLET, B15 | | |
0258 720-98555 15.000 EACH | 2400.00000 36000.00| 2000.00000 30000.00| 2600.00000 39000.00
INLET, C15 | | |
0259 724-03276 225.000 LFT | 40.00000 9000.00| 60.00000 13500.00| 26.50000 5962.50
EXPANSION JOINT SEALING SYSTEM , | | |
LONGITUDINAL | | |
0260 728-98377 LUMP | 87000.00000 87000.00| 100000.00000 100000.00| 88000.00000 88000.00
MASONRY COATING | | |
0261 728-98377 LUMP | 1.00000 1.00| 50000.00000 50000.00| 25000.00000 25000.00
MASONRY COATING , BARRIER | | |
0263 731-93945 51638.000 SFT | 16.00000 826208.00| 16.00000 826208.00| 14.30000 738423.40
FACE PANELS, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -16
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0264 731-93946 51638.000 SFT | 5.00000 258190.00| 9.00000 464742.00| 5.05000 260771.90
WALL ERECTION | | |
0265 731-93947 4680.500 LFT | 27.00000 126373.50| 30.00000 140415.00| 35.50000 166157.75
LEVELING PAD, CONCRETE | | |
0267 801-01851 LUMP | 73000.00000 73000.00| 100000.00000 100000.00| 160000.00000 160000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0268 801-04308 8.000 EACH | 355.00000 2840.00| 690.00000 5520.00| 700.00000 5600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0269 801-06203 222656.000 LFT | 0.11000 24492.16| 0.09000 20039.04| 0.10000 22265.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0270 801-06207 187954.000 LFT | 1.10000 206749.40| 0.69000 129688.26| 0.70000 131567.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0271 801-06577 1122.000 LFT | 5.10000 5722.20| 5.05000 5666.10| 5.10000 5722.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0272 801-06640 152.000 EACH | 31.00000 4712.00| 125.00000 19000.00| 127.00000 19304.00
CONSTRUCTION SIGN, A | | |
0273 801-06645 8.000 EACH | 12.00000 96.00| 100.00000 800.00| 101.00000 808.00
CONSTRUCTION SIGN, B | | |
0274 801-06710 1200.000 DAY | 16.00000 19200.00| 12.50000 15000.00| 13.00000 15600.00
FLASHING ARROW SIGN | | |
0275 801-06775 LUMP | 270000.00000 270000.00| 1384630.20000 1384630.20| 600000.00000 600000.00
MAINTAINING TRAFFIC | | |
0276 801-07023 6.000 EACH | 7600.00000 45600.00| 7500.00000 45000.00| 7600.00000 45600.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0277 801-07024 10.000 EACH | 9000.00000 90000.00| 8875.00000 88750.00| 9000.00000 90000.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0278 801-07119 740.000 LFT | 147.00000 108780.00| 5.85000 4329.00| 5.90000 4366.00
BARRICADE, III-B | | |
0279 801-08400 16586.000 LFT | 19.00000 315134.00| 6.00000 99516.00| 25.00000 414650.00
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0280 801-08401 45264.000 LFT | 21.00000 950544.00| 22.00000 995808.00| 18.00000 814752.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0281 801-08402 1000.000 LFT | 45.00000 45000.00| 35.00000 35000.00| 38.00000 38000.00
TEMPORARY TRAFFIC BARRIER, TYPE 3 | | |
0282 801-08508 1605.000 LFT | 28.00000 44940.00| 16.72000 26835.60| 37.00000 59385.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -17
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0283 801-09133 2.000 EACH | 15100.00000 30200.00| 17600.00000 35200.00| 18000.00000 36000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0284 802-02475 8.000 EACH | 758.00000 6064.00| 836.36000 6690.88| 830.00000 6640.00
SIGN, PANEL, REMOVE AND RELOCATE | | |
0285 802-04893 70.000 EACH | 174.00000 12180.00| 173.65000 12155.50| 203.00000 14210.00
REFERENCE POST | | |
0286 802-05701 195.000 LFT | 16.00000 3120.00| 17.45000 3402.75| 17.20000 3354.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0287 802-05702 943.000 LFT | 14.00000 13202.00| 13.50000 12730.50| 12.70000 11976.10
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0288 802-07057 4078.500 SFT | 15.00000 61177.50| 16.42000 66968.97| 16.20000 66071.70
SIGN, PANEL, WITH LEGEND | | |
0289 802-07057 3265.200 SFT | 15.00000 48978.00| 14.60000 47671.92| 19.80000 64650.96
SIGN, PANEL, WITH LEGEND , ADVANCED | | |
WARNING | | |
0290 802-07059 67.000 EACH | 63.00000 4221.00| 74.91000 5018.97| 74.00000 4958.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0291 802-07137 30.000 EACH | 320.00000 9600.00| 311.00000 9330.00| 450.00000 13500.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION,VIII | | |
0292 802-07138 2.000 EACH | 320.00000 640.00| 415.62000 831.24| 410.00000 820.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0293 802-07151 6.000 EACH | 320.00000 1920.00| 415.61000 2493.66| 410.00000 2460.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0294 802-07153 2.000 EACH | 360.00000 720.00| 455.64000 911.28| 450.00000 900.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0295 802-07154 30.000 EACH | 380.00000 11400.00| 470.00000 14100.00| 460.00000 13800.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XII | | |
0296 802-07158 4.000 EACH | 4600.00000 18400.00| 4400.00000 17600.00| 4000.00000 16000.00
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, I | | |
0297 802-07275 2.000 EACH | 5000.00000 10000.00| 10374.44000 20748.88| 5700.00000 11400.00
BOX TRUSS SIGN FOUNDATION, V-C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -18
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0298 802-07278 3.000 EACH | 5200.00000 15600.00| 11519.34000 34558.02| 5800.00000 17400.00
BOX TRUSS SIGN FOUNDATION, V-D | | |
0299 802-07282 13.000 EACH | 12000.00000 156000.00| 6265.55000 81452.15| 9600.00000 124800.00
BOX TRUSS SIGN FOUNDATION, VI-B | | |
0300 802-08479 9.000 EACH | 60000.00000 540000.00| 57800.00000 520200.00| 74600.00000 671400.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS | | |
0301 802-76015 236.000 SFT | 15.00000 3540.00| 14.80000 3492.80| 13.20000 3115.20
SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | |
0302 802-76025 35.000 SFT | 17.00000 595.00| 23.60000 826.00| 23.30000 815.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0303 802-76035 655.800 SFT | 17.00000 11148.60| 17.00000 11148.60| 23.80000 15608.04
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0304 802-76045 72.000 SFT | 18.00000 1296.00| 24.63000 1773.36| 24.30000 1749.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0305 802-76095 15338.000 LBS | 2.00000 30676.00| 2.44000 37424.72| 0.01000 153.38
STRUCTURAL STEEL, BREAKAWAY | | |
0306 802-76140 4.000 EACH | 20000.00000 80000.00| 19500.00000 78000.00| 25500.00000 102000.00
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0309 804-06725 63.000 EACH | 22.00000 1386.00| 24.63000 1551.69| 22.30000 1404.90
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0310 804-06740 50.000 EACH | 23.00000 1150.00| 27.71000 1385.50| 23.30000 1165.00
DELINEATOR WITH POST, D2 | | |
0311 805-01815 16.000 EACH | 2100.00000 33600.00| 1960.00000 31360.00| 2220.00000 35520.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0312 805-01842 66.000 EACH | 930.00000 61380.00| 900.00000 59400.00| 850.00000 56100.00
HANDHOLE, SIGNAL | | |
0313 805-02087 LUMP | 1200.00000 1200.00| 1130.00000 1130.00| 7700.00000 7700.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0314 805-02150 17.000 EACH | 560.00000 9520.00| 540.00000 9180.00| 460.00000 7820.00
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0315 805-02373 7359.000 LFT | 1.40000 10302.60| 1.34000 9861.06| 0.15000 1103.85
INTERCONNECT CABLE, FIBER OPTIC | | |
0316 805-02645 3.000 EACH | 720.00000 2160.00| 700.00000 2100.00| 630.00000 1890.00
SIGNAL PEDESTAL FOUNDATION, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -19
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0317 805-06592 27894.000 LFT | 12.40000 345885.60| 11.90000 331938.60| 14.20000 396094.80
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0318 805-07767 1378.000 LFT | 3.20000 4409.60| 3.09000 4258.02| 1.83000 2521.74
SIGNAL CABLE, 12C 14GA | | |
0319 805-08652 2845.000 LFT | 1.30000 3698.50| 1.44000 4096.80| 1.42000 4039.90
POLE CIRCUIT CABLE , 3C NO. 10 THW OR | | |
TW STRANDED | | |
0320 805-09042 750.000 LFT | 1.50000 1125.00| 1.43000 1072.50| 0.01000 7.50
POLE CIRCUIT CABLE , 125 FT. E.M.H. | | |
0321 805-07847 LUMP | 38000.00000 38000.00| 40567.00000 40567.00| 40100.00000 40100.00
SYSTEM , SIGNAL INTERCONNECT, WIRELESS | | |
0322 805-78100 3.000 EACH | 12000.00000 36000.00| 13103.64000 39310.92| 12900.00000 38700.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0323 805-78106 2.000 EACH | 18000.00000 36000.00| 18932.50000 37865.00| 18700.00000 37400.00
CONTROLLER AND CABINET, MASTER, MENU | | |
DRIVEN, 8 PHASE | | |
0324 805-78205 26.000 EACH | 780.00000 20280.00| 808.65000 21024.90| 800.00000 20800.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0325 805-78215 14.000 EACH | 680.00000 9520.00| 706.03000 9884.42| 700.00000 9800.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0326 805-78230 10.000 EACH | 1300.00000 13000.00| 1292.00000 12920.00| 1280.00000 12800.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0327 805-78370 13.000 EACH | 174.00000 2262.00| 169.00000 2197.00| 145.00000 1885.00
PEDESTRIAN PUSH BUTTON | | |
0328 805-78420 17.000 EACH | 284.00000 4828.00| 275.00000 4675.00| 225.00000 3825.00
DISCONNECT HANGER | | |
0329 805-78445 4.000 EACH | 388.00000 1552.00| 724.50000 2898.00| 715.00000 2860.00
SIGNAL SERVICE | | |
0330 805-78467 104.000 LFT | 3.00000 312.00| 2.53000 263.12| 2.02000 210.08
SIGNAL CABLE, 3C 8GA. | | |
0331 805-78470 5615.000 LFT | 0.20000 1123.00| 0.82000 4604.30| 0.81000 4548.15
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0332 805-78485 9372.000 LFT | 2.25000 21087.00| 2.18000 20430.96| 1.22000 11433.84
SIGNAL CABLE, 5C 14GA. | | |
0333 805-78490 2531.000 LFT | 2.35000 5947.85| 2.24000 5669.44| 1.42000 3594.02
SIGNAL CABLE, 7C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -20
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0334 805-78510 14351.000 LFT | 1.30000 18656.30| 1.23000 17651.73| 0.91000 13059.41
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0335 805-78785 16.000 EACH | 970.00000 15520.00| 1003.63000 16058.08| 990.00000 15840.00
SIGNAL DETECTOR HOUSING | | |
0336 805-78795 1585.000 LFT | 8.50000 13472.50| 8.25000 13076.25| 13.70000 21714.50
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0337 805-78925 5.000 EACH | 1250.00000 6250.00| 1220.00000 6100.00| 1075.00000 5375.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0338 805-81032 4.000 EACH | 3100.00000 12400.00| 3637.91000 14551.64| 3600.00000 14400.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0339 805-81060 16.000 EACH | 3400.00000 54400.00| 3300.00000 52800.00| 4275.00000 68400.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0340 805-87780 21.000 EACH | 31.00000 651.00| 30.00000 630.00| 168.00000 3528.00
CIRCUIT BREAKER , 30 AMP | | |
0341 805-87780 2.000 EACH | 63.00000 126.00| 170.35000 340.70| 168.00000 336.00
CIRCUIT BREAKER , 50 AMP | | |
0342 805-92512 62.000 EACH | 250.00000 15500.00| 244.00000 15128.00| 1.02000 63.24
MICROLOOP DETECTOR | | |
0343 805-95209 180.000 DAY | 655.00000 117900.00| 648.00000 116640.00| 660.00000 118800.00
TRUCK, TOW | | |
0344 805-96014 652.000 LFT | 3.00000 1956.00| 3.00000 1956.00| 3.00000 1956.00
SAW CUT, FULL DEPTH | | |
0345 805-99162 3.000 EACH | 720.00000 2160.00| 700.00000 2100.00| 465.00000 1395.00
SIGNAL PEDESTAL, 11 FT. | | |
0346 807-01077 6.000 EACH | 1100.00000 6600.00| 1110.00000 6660.00| 0.16000 0.96
EXTERNAL WINCH PAD, CONCRETE | | |
0347 807-02109 69.000 EACH | 630.00000 43470.00| 610.00000 42090.00| 1.00000 69.00
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT | | |
0348 807-02191 49.000 EACH | 1000.00000 49000.00| 1000.00000 49000.00| 570.00000 27930.00
HANDHOLE, LIGHTING | | |
0349 807-02194 7.000 EACH | 900.00000 6300.00| 850.00000 5950.00| 1.00000 7.00
SERVICE POINT, II, MODIFIED , EXISTING | | |
0350 807-04651 28070.000 LFT | 7.00000 196490.00| 6.70000 188069.00| 7.60000 213332.00
WIRE , THW, NO. 4 STRANDED COPPER, 4 1/ | | |
0351 807-04653 3.000 EACH | 1400.00000 4200.00| 1370.00000 4110.00| 980.00000 2940.00
LIGHTING FOUNDATION , CONCRETE WITH | | |
GROUNDING, 18 IN. X | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -21
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0352 807-04653 68.000 EACH | 1300.00000 88400.00| 1260.00000 85680.00| 980.00000 66640.00
LIGHTING FOUNDATION , CONCRETE WITH | | |
GROUNDING, 30 IN. X | | |
0353 807-04653 6.000 EACH | 6600.00000 39600.00| 6300.00000 37800.00| 5670.00000 34020.00
LIGHTING FOUNDATION , CONCRETE WITH | | |
GROUNDING, 48 IN. X | | |
0354 807-04654 68.000 EACH | 1400.00000 95200.00| 1400.00000 95200.00| 1500.00000 102000.00
LIGHT POLE , HOLOPHANE MONGOOSE, 40 FT. | | |
E.M.H. | | |
0356 807-04962 4.000 EACH | 1600.00000 6400.00| 1510.00000 6040.00| 1060.00000 4240.00
LIGHT , SPOT, MONUMENT, METAL HALIDE, | | |
0357 807-06896 1.000 EACH | 13000.00000 13000.00| 12500.00000 12500.00| 8280.00000 8280.00
UNDERPASS CIRCUIT INSTALLATION, 16 | | |
LUMINAIRES | | |
0358 807-08214 8042.000 LFT | 7.00000 56294.00| 6.90000 55489.80| 4.30000 34580.60
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0359 807-82003 2.000 EACH | 750.00000 1500.00| 730.00000 1460.00| 0.51000 1.02
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | |
LUMINARIES | | |
0360 807-82005 4.000 EACH | 1100.00000 4400.00| 1040.00000 4160.00| 0.26000 1.04
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | |
LUMINAIRES | | |
0361 807-82007 1.000 EACH | 1500.00000 1500.00| 1460.00000 1460.00| 1.02000 1.02
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 8 | | |
LUMINAIRES | | |
0362 807-82008 1.000 EACH | 1900.00000 1900.00| 1820.00000 1820.00| 1.02000 1.02
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 9 | | |
LUMINAIRES | | |
0363 807-82009 1.000 EACH | 2100.00000 2100.00| 2010.00000 2010.00| 1.02000 1.02
SIGN CIRCUIT INSTALLATION, BOX TRUSS, | | |
10 LUMINAIRES | | |
0364 807-82016 2.000 EACH | 640.00000 1280.00| 620.00000 1240.00| 0.51000 1.02
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0365 807-82400 6.000 EACH | 23000.00000 138000.00| 22600.00000 135600.00| 21250.00000 127500.00
LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | |
0366 807-82990 1.000 EACH | 2300.00000 2300.00| 2286.39000 2286.39| 2260.00000 2260.00
TOWER LIGHTING WINCH DRIVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -22
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0367 807-86605 11.000 EACH | 4500.00000 49500.00| 4400.00000 48400.00| 1900.00000 20900.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0368 807-86620 118.000 EACH | 400.00000 47200.00| 404.33000 47710.94| 400.00000 47200.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0369 807-86665 36.000 EACH | 540.00000 19440.00| 514.13000 18508.68| 505.00000 18180.00
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0370 807-86750 16.000 EACH | 1100.00000 17600.00| 1070.00000 17120.00| 670.00000 10720.00
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
0371 807-86810 8.000 EACH | 3000.00000 24000.00| 2800.00000 22400.00| 4400.00000 35200.00
SERVICE POINT, II | | |
0372 807-86910 86.000 EACH | 33.00000 2838.00| 44.13000 3795.18| 44.00000 3784.00
CONNECTOR KIT, UNFUSED | | |
0373 807-86915 86.000 EACH | 34.00000 2924.00| 44.13000 3795.18| 44.00000 3784.00
CONNECTOR KIT, FUSED | | |
0374 807-86925 273.000 EACH | 22.00000 6006.00| 21.00000 5733.00| 33.50000 9145.50
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0375 807-86935 385.000 EACH | 18.00000 6930.00| 18.00000 6930.00| 33.50000 12897.50
INSULATION LINK, WATERPROOFED | | |
0376 807-86950 4.000 EACH | 33.00000 132.00| 45.67000 182.68| 45.00000 180.00
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0377 807-86955 21.000 EACH | 160.00000 3360.00| 215.50000 4525.50| 212.00000 4452.00
CABLE DUCT MARKER | | |
0378 808-03631 17788.000 LFT | 0.41000 7293.08| 0.37000 6581.56| 0.38000 6759.44
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0379 808-03632 14168.000 LFT | 0.41000 5808.88| 0.37000 5242.16| 0.38000 5383.84
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0380 808-05534 2519.000 LFT | 1.00000 2519.00| 0.65000 1637.35| 0.66000 1662.54
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0381 808-05535 425.000 LFT | 9.00000 3825.00| 19.75000 8393.75| 20.00000 8500.00
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0382 808-05866 21.900 SYS | 21.00000 459.90| 26.25000 574.88| 26.60000 582.54
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -23
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0383 808-06701 101.000 LFT | 0.33000 33.33| 1.00000 101.00| 1.02000 103.02
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0384 808-06702 28578.000 LFT | 0.41000 11716.98| 0.36000 10288.08| 0.37000 10573.86
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0385 808-06703 38106.000 LFT | 0.36000 13718.16| 0.28000 10669.68| 0.29000 11050.74
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0386 808-06705 13454.000 LFT | 1.04000 13992.16| 0.74000 9955.96| 0.75000 10090.50
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0387 808-06706 831.000 LFT | 3.60000 2991.60| 3.85000 3199.35| 3.90000 3240.90
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0388 808-06716 156311.000 LFT | 0.50000 78155.50| 0.23000 35951.53| 0.25000 39077.75
LINE, REMOVE | | |
0389 808-07591 450.000 LFT | 12.00000 5400.00| 19.95000 8977.50| 20.00000 9000.00
LINE, EPOXY, SOLID, WHITE, 24 IN. | | |
0390 808-75245 35362.000 LFT | 0.36000 12730.32| 0.28000 9901.36| 0.29000 10254.98
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0391 808-75998 2318.000 EACH | 15.00000 34770.00| 25.00000 57950.00| 18.75000 43462.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0392 607-06335 240.000 LFT | 37.00000 8880.00| 50.00000 12000.00| 60.00000 14400.00
PAVED SIDE DITCH, A | | |
0393 607-06370 600.000 LFT | 37.00000 22200.00| 75.00000 45000.00| 90.00000 54000.00
PAVED SIDE DITCH, H | | |
0394 607-06385 531.000 LFT | 42.00000 22302.00| 90.00000 47790.00| 100.00000 53100.00
PAVED SIDE DITCH, L | | |
0395 620-08428 244717.000 SFT | 28.00000 6852076.00| 26.75000 6546179.75| 29.00000 7096793.00
SOUND BARRIER PANELS , GROUND MOUNTED, | | |
TYPE 2 | | |
0396 620-08427 244717.000 SFT | 8.25000 2018915.25| 3.26000 797777.42| 7.70000 1884320.90
SOUND BARRIER ERECTION , GROUND MOUNTED | | |
TYPE 2 | | |
0397 801-01093 12.000 EACH | 100.00000 1200.00| 1550.00000 18600.00| 1575.00000 18900.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0398 303-02051 300.000 TON | 20.00000 6000.00| 41.11000 12333.00| 87.00000 26100.00
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 120 -24
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 120 CONTRACT ID : IR-29137-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0399 210-09188 2.000 EACH | 1000.00000 2000.00| 24473.06000 48946.12| 58000.00000 116000.00
ARCHITECTURAL PIER MONUMENT STEEL CAP | | |
0400 210-09189 40.000 SFT | 30.00000 1200.00| 150.00000 6000.00| 73.00000 2920.00
GLASS TILE | | |
0401 808-75297 1478.000 LFT | 2.40000 3547.20| 3.85000 5690.30| 3.90000 5764.20
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0402 802-07101 9.000 EACH | 17700.00000 159300.00| 17200.00000 154800.00| 1.02000 9.18
SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | |
0403 802-07102 4.000 EACH | 8100.00000 32400.00| 7800.00000 31200.00| 1.02000 4.08
SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | |
0404 601-06855 1.000 EACH | 880.00000 880.00| 875.00000 875.00| 890.00000 890.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0405 714-06170 75.000 LFT | 1800.00000 135000.00| 1800.00000 135000.00| 1500.00000 112500.00
CONCRETE CULVERT EXTENSION, PRECAST | | |
REINFORCED CONCRETE BOX SECTIONS, , 13 | | |
FT. 4 IN. X 8 FT. 6IN. | | |
SECTION TOTALS | $ 74,840,824.62| $ 74,921,000.00| $ 76,374,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 74,840,824.62| $ 74,921,000.00| $ 76,374,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -1
VENDOR RANKING
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 06/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0122011
0122011
0122011
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 21,090,006.91 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -2
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 433632.51000 433632.51| |
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 229.46000 458.92| |
RADIO | | |
0003 105-07040 30.000 MOS | 2432.17000 72965.10| |
FIELD OFFICE, C | | |
0004 105-08520 2.000 EACH | 229.46000 458.92| |
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 60.000 MOS | 37.73000 2263.80| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
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 | 1054500.35000 1054500.35| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 421800.14000 421800.14| |
CLEARING RIGHT OF WAY | | |
0012 202-01300 5.000 EACH | 1020.00000 5100.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0013 202-02240 69969.000 m2 | 5.46000 382030.74| |
PAVEMENT REMOVAL | | |
0014 202-02241 1061.000 m | 6.12000 6493.32| |
GUARDRAIL, REMOVE | | |
0015 202-02272 55.000 m | 66.30000 3646.50| |
PAVED SIDE DITCH, REMOVE | | |
0016 202-02273 1157.000 m2 | 10.20000 11801.40| |
CENTER CURB, CONCRETE, REMOVE | | |
0017 202-02844 4.000 EACH | 1224.00000 4896.00| |
SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -3
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-03000 LUMP | 5100.00000 5100.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 1 | | |
0019 202-03000 LUMP | 5100.00000 5100.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 10 | | |
0020 202-03000 LUMP | 3060.00000 3060.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 18 | | |
0021 202-05545 100.000 m3 | 75.48000 7548.00| |
REGULATED MATERIALS, DISPOSE, C | | |
0022 202-05550 100.000 m3 | 32.64000 3264.00| |
REGULATED MATERIALS, REMOVE, C | | |
0023 202-05555 100.000 m3 | 40.80000 4080.00| |
REGULATED MATERIALS, TRANSPORT, C | | |
0024 202-74045 137.000 EACH | 30.60000 4192.20| |
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0025 202-91385 75.000 EACH | 510.00000 38250.00| |
INLET, REMOVE | | |
0026 202-92222 8.000 EACH | 153.00000 1224.00| |
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0027 202-93047 7.000 EACH | 510.00000 3570.00| |
MANHOLE, REMOVE | | |
0028 203-02000 40505.000 m3 | 18.36000 743671.80| |
EXCAVATION, COMMON | | |
0029 205-06931 215.000 Mg | 32.64000 7017.60| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0030 205-06936 78.800 Mg | 37.74000 2973.91| |
TEMPORARY SEDIMENT TRAP | | |
0031 205-06937 2290.000 m | 5.10000 11679.00| |
TEMPORARY SILT FENCE | | |
0032 207-08263 3211.000 m2 | 9.18000 29476.98| |
SUBGRADE TREATMENT, TYPE IA | | |
0033 207-08266 1672.000 m2 | 9.59000 16034.48| |
SUBGRADE TREATMENT, TYPE III | | |
0034 207-08268 97596.060 m2 | 19.64000 1916786.62| |
SUBGRADE TREATMENT, TYPE IV | | |
0035 211-02050 500.000 m3 | 30.60000 15300.00| |
B BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -4
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 211-07454 20420.000 m3 | 36.56000 746555.20| |
STRUCTURE BACKFILL | | |
0037 301-07448 5276.000 Mg | 24.18000 127573.68| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0038 302-06464 23736.000 m3 | 43.28000 1027294.08| |
SUBBASE FOR PCCP | | |
0039 402-07434 178.000 Mg | 120.00000 21360.00| |
HMA SURFACE, TYPE C | | |
0040 402-07439 486.000 Mg | 85.00000 41310.00| |
HMA INTERMEDIATE, TYPE C | | |
0041 501-06321 4553.000 m2 | 51.10000 232658.30| |
QC/QA-PCCP, 250 mm | | |
0042 501-06322 89709.000 m2 | 51.10000 4584129.90| |
QC/QA-PCCP, 275 mm | | |
0043 501-06727 LUMP | 5469.43000 5469.43| |
CORING, PCCP | | |
0044 503-05240 16623.000 m | 29.62000 492373.26| |
D-1 CONTRACTION JOINT | | |
0045 601-01522 2.000 EACH | 2040.00000 4080.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0046 601-04746 1.000 EACH | 6426.00000 6426.00| |
ENERGY ABSORBING TERMINAL, CZ | | |
0047 601-94689 1.000 EACH | 3060.00000 3060.00| |
GUARDRAIL END TREATMENT, OS | | |
0048 601-99105 41.900 m | 102.00000 4273.80| |
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0049 602-02098 1.000 EACH | 2040.00000 2040.00| |
MEDIAN BARRIER RAIL TRANSITION | | |
0050 602-08472 298.000 m | 112.20000 33435.60| |
CONCRETE, BARRIER, 840 mm | | |
0051 603-05744 2.000 EACH | 918.00000 1836.00| |
FENCE GATE, CHAIN LINK, 1820 mm X 3 m | | |
0052 603-92636 50.200 m | 76.50000 3840.30| |
FENCE, CHAIN LINK, 1830 mm | | |
0053 604-07896 340.200 m2 | 102.00000 34700.40| |
CURB RAMP, CONCRETE, B | | |
0054 604-07902 70.400 m2 | 91.80000 6462.72| |
CURB RAMP, CONCRETE, H | | |
0055 604-91531 8100.000 m2 | 27.03000 218943.00| |
SIDEWALK, CONCRETE, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -5
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 605-06095 86.000 m | 12.24000 1052.64| |
CURB, INTEGRAL, B, CONCRETE , MODIFIED | | |
0057 605-06100 8333.000 m | 12.24000 101995.92| |
CURB, INTEGRAL, C, CONCRETE | | |
0058 605-06120 336.000 m | 40.80000 13708.80| |
CURB, CONCRETE | | |
0059 605-06250 1745.000 m2 | 79.56000 138832.20| |
CENTER CURB, C, CONCRETE | | |
0060 610-07488 200.000 Mg | 215.00000 43000.00| |
HMA FOR APPROACHES, TYPE C | | |
0061 610-08446 4453.000 m2 | 32.13000 143074.89| |
PCCP FOR APPROACHES, 150 mm | | |
0062 616-02320 335.000 m2 | 4.08000 1366.80| |
GEOTEXTILES | | |
0063 616-06405 259.700 Mg | 35.70000 9271.29| |
RIPRAP, REVETMENT | | |
0064 621-06575 10548.000 m2 | 3.23000 34070.04| |
SODDING, NURSERY | | |
0065 701-99155 LUMP | 142800.00000 142800.00| |
SHEET PILING, STEEL, TEMPORARY | | |
0066 715-05024 21.200 m | 336.60000 7135.92| |
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0067 715-05048 10051.000 m | 15.30000 153780.30| |
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0068 715-05053 98.000 m | 40.80000 3998.40| |
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0069 715-05121 29.100 m | 244.80000 7123.68| |
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0070 715-05149 165.600 m | 219.30000 36316.08| |
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0071 715-05151 5089.000 m | 229.50000 1167925.50| |
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0072 715-05152 400.400 m | 244.80000 98017.92| |
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0073 715-05154 175.600 m | 270.30000 47464.68| |
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0074 715-05156 592.000 m | 295.80000 175113.60| |
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0075 715-05159 24.900 m | 402.90000 10032.21| |
PIPE, TYPE 2, CIRCULAR, 1050 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -6
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-05161 128.500 m | 459.00000 58981.50| |
PIPE, TYPE 2, CIRCULAR, 1200 mm | | |
0077 715-05162 113.600 m | 499.80000 56777.28| |
PIPE, TYPE 2, CIRCULAR, 1350 mm | | |
0078 715-05163 54.900 m | 683.40000 37518.66| |
PIPE, TYPE 2, CIRCULAR, 1500 mm | | |
0079 715-90052 LUMP | 1285336.33000 1285336.33| |
LIFT STATION | | |
0080 715-90052 LUMP | 15300.00000 15300.00| |
LIFT STATION , REMOVE | | |
0081 716-07634 20.000 m | 2958.00000 59160.00| |
PIPE INSTALLATION, TRENCHLESS, 750 mm | | |
0082 718-06528 5.000 EACH | 1377.00000 6885.00| |
OUTLET PROTECTOR, 1 | | |
0083 718-06532 2000.000 m | 2.45000 4900.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0084 718-52610 1967.000 m3 | 71.40000 140443.80| |
AGGREGATE FOR UNDERDRAINS | | |
0085 718-99153 35582.000 m2 | 1.79000 63691.78| |
GEOTEXTILES FOR UNDERDRAIN | | |
0086 720-01894 3.000 EACH | 714.00000 2142.00| |
CASTING, FURNISH AND ADJUST TO GRADE | | |
0087 720-07301 2.000 EACH | 1734.00000 3468.00| |
INLET TYPE HA | | |
0088 720-44000 22.000 EACH | 428.40000 9424.80| |
CASTING, ADJUST TO GRADE | | |
0089 720-44296 15.000 EACH | 255.00000 3825.00| |
CAP INLET | | |
0090 720-45030 1.000 EACH | 1754.40000 1754.40| |
INLET, E7 | | |
0091 720-45045 87.000 EACH | 2040.00000 177480.00| |
INLET, J10 | | |
0092 720-45055 117.000 EACH | 2040.00000 238680.00| |
INLET, M10 | | |
0093 720-45075 2.000 EACH | 2244.00000 4488.00| |
INLET, R13 | | |
0094 720-45145 1.000 EACH | 2040.00000 2040.00| |
INLET, J10, MODIFIED | | |
0095 720-45155 5.000 EACH | 2040.00000 10200.00| |
INLET, M10, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -7
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 720-45410 37.000 EACH | 2815.20000 104162.40| |
MANHOLE, C4 | | |
0097 720-45415 6.000 EACH | 3876.00000 23256.00| |
MANHOLE, D4 | | |
0098 720-45430 1.000 EACH | 224400.00000 224400.00| |
MANHOLE, G4 | | |
0099 720-45605 7.200 m | 3672.00000 26438.40| |
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0100 720-90017 1.000 EACH | 1938.00000 1938.00| |
INLET, J | | |
0101 720-95335 2.000 EACH | 13872.00000 27744.00| |
MANHOLE, M4 | | |
0102 720-95422 7.000 EACH | 4080.00000 28560.00| |
MANHOLE, J4 | | |
0103 720-96030 9.000 EACH | 224400.00000 2019600.00| |
MANHOLE, MODIFIED | | |
0104 720-98013 2.000 EACH | 1734.00000 3468.00| |
INLET, M | | |
0105 720-98174 6.000 EACH | 2856.00000 17136.00| |
INLET, B15 | | |
0106 720-98555 14.000 EACH | 2856.00000 39984.00| |
INLET, C15 | | |
0107 731-93945 90.000 m2 | 1122.00000 100980.00| |
FACE PANELS, CONCRETE | | |
0108 731-93946 90.000 m2 | 306.00000 27540.00| |
WALL ERECTION | | |
0109 731-93947 25.500 m | 81.60000 2080.80| |
LEVELING PAD, CONCRETE | | |
0110 801-01093 4.000 EACH | 2790.72000 11162.88| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0111 801-04308 55.000 EACH | 561.00000 30855.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0112 801-06203 27645.000 m | 0.42000 11610.90| |
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0113 801-06218 137.000 m | 18.46000 2529.02| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0114 801-06625 138.000 EACH | 96.90000 13372.20| |
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -8
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06640 16.000 EACH | 255.00000 4080.00| |
CONSTRUCTION SIGN, A | | |
0116 801-06710 1460.000 DAY | 10.20000 14892.00| |
FLASHING ARROW SIGN | | |
0117 801-06775 LUMP | 160079.28000 160079.28| |
MAINTAINING TRAFFIC | | |
0118 801-07119 148.000 m | 80.29000 11882.92| |
BARRICADE, III-B | | |
0119 801-08400 16.000 m | 125.00000 2000.00| |
TEMPORARY TRAFFIC BARRIER,, TYPE 1 | | |
0120 801-09133 3.000 EACH | 13739.40000 41218.20| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0121 802-05701 444.700 m | 40.80000 18143.76| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0122 802-05702 29.800 m | 40.80000 1215.84| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0123 802-05706 20.600 m | 40.80000 840.48| |
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR | | |
0124 802-07060 26.000 EACH | 61.20000 1591.20| |
SIGN, SHEET, RELOCATE | | |
0125 802-76025 33.900 m2 | 197.06000 6680.33| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0126 802-76035 59.000 m2 | 211.14000 12457.26| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0127 802-76045 58.600 m2 | 215.42000 12623.61| |
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0128 802-76055 8.600 m | 32.64000 280.70| |
SIGN POST, A | | |
0129 805-01815 20.000 EACH | 2381.70000 47634.00| |
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0130 805-01842 84.000 EACH | 102.00000 8568.00| |
HANDHOLE, SIGNAL | | |
0131 805-02151 24.000 EACH | 553.25000 13278.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 305 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -9
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 805-06592 2007.000 m | 48.96000 98262.72| |
CONDUIT, STEEL, GALVANIZED, 50mm | | |
0133 805-06834 5.000 EACH | 14779.80000 73899.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0134 805-08466 4.000 EACH | 510.00000 2040.00| |
RADIO ANTENNA, 9db, YAGI | | |
0135 805-08494 5.000 EACH | 4896.00000 24480.00| |
RADIO SPREAD SPECTRUM | | |
0136 805-78205 19.000 EACH | 856.80000 16279.20| |
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0137 805-78215 12.000 EACH | 856.80000 10281.60| |
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78230 18.000 EACH | 1305.60000 23500.80| |
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0139 805-78415 19.000 EACH | 2040.00000 38760.00| |
SPAN, CATENARY, AND TETHER | | |
0140 805-78420 19.000 EACH | 306.00000 5814.00| |
DISCONNECT HANGER | | |
0141 805-78445 5.000 EACH | 489.60000 2448.00| |
SIGNAL SERVICE | | |
0142 805-78467 97.000 m | 7.34000 711.98| |
SIGNAL CABLE, 3C 8GA. | | |
0143 805-78480 646.000 m | 3.52000 2273.92| |
SIGNAL CABLE, 3C 14GA. | | |
0144 805-78485 1191.000 m | 4.08000 4859.28| |
SIGNAL CABLE, 5C 14GA. | | |
0145 805-78490 1967.000 m | 4.49000 8831.83| |
SIGNAL CABLE, 7C 14GA. | | |
0146 805-78510 6155.000 m | 2.35000 14464.25| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0147 805-78746 3492.200 m | 25.50000 89051.10| |
PREFORMED LOOP DETECTORS | | |
0148 805-78790 21.000 EACH | 1.02000 21.42| |
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0149 805-78925 5.000 EACH | 816.00000 4080.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 148 -10
TABULATION OF BIDS
ROUTE : 66
CALL ORDER : 148 CONTRACT ID : R -26450-B COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 805-81060 20.000 EACH | 4896.00000 97920.00| |
SIGNAL STRAIN POLE, STEEL, 11.0 m | | |
0151 805-96121 24.000 EACH | 153.00000 3672.00| |
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0152 808-03002 2748.000 m | 1.34000 3682.32| |
LINE, EPOXY, BROKEN, WHITE, 100 mm | | |
0153 808-03631 9697.000 m | 1.34000 12993.98| |
LINE, EPOXY, SOLID, WHITE, 100 mm | | |
0154 808-03632 8852.000 m | 1.34000 11861.68| |
LINE, EPOXY, SOLID, YELLOW, 100 mm | | |
0155 808-06716 695.000 m | 2.23000 1549.85| |
LINE, REMOVE | | |
0156 808-06800 160.000 m | 37.03000 5924.80| |
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH LINE, 600 mm | | |
0157 808-07591 286.000 m | 37.03000 10590.58| |
LINE, EPOXY, SOLID, WHITE, 600 mm | | |
0158 808-74804 639.000 m | 9.26000 5917.14| |
LINE, EPOXY, SOLID, WHITE, 150 mm | | |
0159 808-74807 52.000 EACH | 147.90000 7690.80| |
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0160 808-74808 31.000 EACH | 209.10000 6482.10| |
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0161 402-07784 20.000 Mg | 270.00000 5400.00| |
HMA SURFACE, TYPE D | | |
0162 402-07785 33.000 Mg | 170.00000 5610.00| |
HMA INTERMEDIATE, TYPE D | | |
0163 402-07786 146.000 Mg | 115.00000 16790.00| |
HMA BASE, TYPE D | | |
0164 402-07451 720.000 Mg | 90.00000 64800.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
SECTION TOTALS | $ 21,090,006.91| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 21,090,006.91| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 153 -1
VENDOR RANKING
CALL ORDER : 153 CONTRACT ID : R -27725-C COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1641106
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1990156 EARTH IMAGES, INC. $ 96,758.55 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 153 -2
TABULATION OF BIDS
ROUTE : 164
CALL ORDER : 153 CONTRACT ID : R -27725-C COUNTIES : VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1990156 |( ) |( )
|EARTH IMAGES, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BEAUTIFICATION/WILDFLOWERS
| | |
0001 105-06845 LUMP | 2300.00000 2300.00| |
CONSTRUCTION ENGINEERING | | |
0002 110-01001 LUMP | 2500.00000 2500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0003 621-04258 171.500 LBS | 410.50000 70400.75| |
SEED MIXTURE , WF | | |
0004 622-52436 20.000 EACH | 31.00000 620.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0005 624-92647 42.000 ACRE | 300.90000 12637.80| |
HERBICIDE TREATMENT | | |
0006 801-06640 16.000 EACH | 250.00000 4000.00| |
CONSTRUCTION SIGN, A | | |
0007 801-06775 LUMP | 2500.00000 2500.00| |
MAINTAINING TRAFFIC | | |
0008 802-04893 60.000 EACH | 30.00000 1800.00| |
REFERENCE POST | | |
SECTION TOTALS | $ 96,758.55| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 96,758.55| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -1
VENDOR RANKING
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 62
CONTRACT TIME : 06/27/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 99430500
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0997978 PHEND & BROWN INC $ 2,641,689.90 100.0000%
35-1185040 NIBLOCK EXCAVATING INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -2
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTSRUCTION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 18.000 MOS | 1735.00000 31230.00| |
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 | 130000.00000 130000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-01025 0.530 ha | 7915.00000 4194.95| |
SCALPING , WETLAND | | |
0008 201-52370 LUMP | 70000.00000 70000.00| |
CLEARING RIGHT OF WAY | | |
0009 202-02278 114.000 m | 10.00000 1140.00| |
CURB, CONCRETE, REMOVE | | |
0010 202-91385 7.000 EACH | 130.00000 910.00| |
INLET, REMOVE | | |
0011 202-93047 2.000 EACH | 340.00000 680.00| |
MANHOLE, REMOVE | | |
0012 202-93615 1006.000 m2 | 4.50000 4527.00| |
CONCRETE, REMOVE | | |
0013 202-96133 394.000 m | 35.00000 13790.00| |
PIPE, REMOVE | | |
0014 203-02000 10325.000 m3 | 21.25000 219406.25| |
EXCAVATION, COMMON | | |
0015 203-02070 5970.000 m3 | 12.85000 76714.50| |
BORROW | | |
0016 204-02290 7.000 EACH | 400.00000 2800.00| |
SETTLEMENT PLATE | | |
0017 205-06933 13.000 EACH | 70.00000 910.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 870.000 m | 4.85000 4219.50| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -3
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 20995.000 m2 | 8.30000 174258.50| |
SUBGRADE TREATMENT, TYPE IIIA , MODIFIE | | |
0020 211-07454 5110.000 m3 | 20.50000 104755.00| |
STRUCTURE BACKFILL | | |
0021 213-08058 355.000 m3 | 121.00000 42955.00| |
FLOWABLE BACKFILL | | |
0022 214-07202 2000.000 m2 | 3.25000 6500.00| |
GEOGRID, I | | |
0023 301-07448 6325.000 Mg | 20.00000 126500.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-04110 465.000 m3 | 35.00000 16275.00| |
COARSE AGGREGATE FOR BEDDING, 5 , 300 m | | |
0025 303-07449 130.000 Mg | 41.00000 5330.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0027 303-60012 20.000 Mg | 25.00000 500.00| |
AGGREGATE, 2 | | |
0028 304-03768 375.000 m3 | 40.00000 15000.00| |
SAND LEVELING COURSE | | |
0029 306-08034 164.000 m2 | 16.00000 2624.00| |
MILLING, ASPHALT, 38 mm | | |
0030 306-08043 214.000 m2 | 17.00000 3638.00| |
MILLING, TRANSITION | | |
0031 401-07321 1775.000 Mg | 58.25000 103393.75| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0032 401-07390 2960.000 Mg | 48.00000 142080.00| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0033 401-07423 4863.000 Mg | 47.50000 230992.50| |
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0034 402-07433 8.000 Mg | 210.00000 1680.00| |
HMA SURFACE, TYPE B | | |
0035 402-07434 15.000 Mg | 100.00000 1500.00| |
HMA SURFACE, TYPE C | | |
0036 402-07441 24.000 Mg | 93.00000 2232.00| |
HMA BASE, TYPE B | | |
0037 406-05520 14.000 Mg | 185.00000 2590.00| |
ASPHALT FOR TACK COAT | | |
0038 605-06120 20.000 m | 64.00000 1280.00| |
CURB, CONCRETE | | |
0039 605-06155 3105.000 m | 30.00000 93150.00| |
CURB AND GUTTER, CONCRETE, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -4
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 610-07486 605.000 Mg | 92.00000 55660.00| |
HMA FOR APPROACHES, TYPE A | | |
0041 610-07487 80.000 Mg | 125.00000 10000.00| |
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 1470.000 m2 | 40.00000 58800.00| |
PCCP FOR APPROACHES, 150 mm | | |
0043 611-06497 13.000 EACH | 140.00000 1820.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0044 611-06498 3.000 EACH | 170.00000 510.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0045 615-06527 1.000 EACH | 350.00000 350.00| |
MONUMENT, SECTION CORNER | | |
0046 616-02320 130.000 m2 | 3.00000 390.00| |
GEOTEXTILES | | |
0047 616-06405 25.000 Mg | 30.00000 750.00| |
RIPRAP, REVETMENT | | |
0048 621-01004 3.000 EACH | 525.00000 1575.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-04258 14.500 kg | 66.00000 957.00| |
SEED MIXTURE , UP | | |
0050 621-04258 19.000 kg | 110.00000 2090.00| |
SEED MIXTURE , W1 | | |
0051 621-06545 0.700 Mg | 870.00000 609.00| |
FERTILIZER | | |
0052 621-06559 3798.000 m2 | 1.00000 3798.00| |
MULCHED SEEDING, R | | |
0053 621-06565 1.100 Mg | 705.00000 775.50| |
MULCHING MATERIAL | | |
0054 621-06567 180.000 kL | 5.00000 900.00| |
WATER | | |
0055 621-06575 9900.000 m2 | 7.50000 74250.00| |
SODDING, NURSERY | | |
0056 621-07045 90.000 kg | 13.10000 1179.00| |
SEED MIXTURE, T, FALL MIX | | |
0057 622-91786 150.000 EACH | 9.75000 1462.50| |
SEEDLING | | |
0058 714-44240 1.000 m3 | 815.00000 815.00| |
CONCRETE, A, STRUCTURES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -5
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 715-05024 705.000 m | 178.00000 125490.00| |
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0060 715-05146 10.000 m | 49.00000 490.00| |
PIPE, TYPE 2, CIRCULAR, 150 mm | | |
0061 715-05147 15.000 m | 56.00000 840.00| |
PIPE, TYPE 2, CIRCULAR, 200 mm | | |
0062 715-05148 10.000 m | 67.00000 670.00| |
PIPE, TYPE 2, CIRCULAR, 250 mm | | |
0063 715-05149 465.000 m | 100.00000 46500.00| |
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0064 715-05151 440.000 m | 115.00000 50600.00| |
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0065 715-05152 290.000 m | 135.00000 39150.00| |
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0066 715-05154 70.000 m | 145.00000 10150.00| |
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0067 715-05156 445.000 m | 175.00000 77875.00| |
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0068 715-05203 5.000 m | 35.00000 175.00| |
PIPE, TYPE 4, CIRCULAR, 100 mm | | |
0069 715-05408 3.000 m | 120.00000 360.00| |
PIPE, SANITARY SEWER, 200 mm | | |
0070 715-05409 35.000 m | 120.00000 4200.00| |
PIPE, SANITARY SEWER, 250 mm | | |
0071 715-05411 3.000 m | 125.00000 375.00| |
PIPE, SANITARY SEWER, 300 mm | | |
0072 715-05890 6.000 m | 635.00000 3810.00| |
PIPE EXTENSION, CIRCULAR, 1050 mm , CMP | | |
0073 715-08282 50.000 Mg | 73.00000 3650.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0074 715-09064 2500.000 m | 3.00000 7500.00| |
VIDEO INSPECTION FOR PIPE | | |
0075 715-46040 2.000 EACH | 655.00000 1310.00| |
PIPE END SECTION, 900 mm | | |
0076 716-04832 40.000 m | 1400.00000 56000.00| |
PIPE CASING, 900 mm, JACK & BORE | | |
0077 720-03194 2.000 EACH | 7000.00000 14000.00| |
MANHOLE , TYPE I(WL)-A(WL) | | |
0078 720-44000 12.000 EACH | 265.00000 3180.00| |
CASTING, ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -6
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 720-44015 2.000 EACH | 720.00000 1440.00| |
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0080 720-44025 1.000 EACH | 242.00000 242.00| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0081 720-45035 4.000 EACH | 1030.00000 4120.00| |
INLET, F7 | | |
0082 720-45045 29.000 EACH | 1605.00000 46545.00| |
INLET, J10 | | |
0083 720-45055 10.000 EACH | 1605.00000 16050.00| |
INLET, M10 | | |
0084 720-45075 1.000 EACH | 1800.00000 1800.00| |
INLET, R13 | | |
0085 720-45275 9.000 EACH | 705.00000 6345.00| |
PIPE CATCH BASIN, 600 mm | | |
0086 720-45410 9.000 EACH | 2435.00000 21915.00| |
MANHOLE, C4 | | |
0087 720-45431 2.000 EACH | 3710.00000 7420.00| |
MANHOLE, J , WITH STEEL PLATE, 9.5 mm | | |
0088 720-45605 0.800 m | 1280.00000 1024.00| |
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0089 720-45615 0.100 m | 1280.00000 128.00| |
STRUCTURE, INLET, RECONSTRUCT | | |
0090 720-94612 4.000 EACH | 4325.00000 17300.00| |
MANHOLE, K4 | | |
0091 720-95422 16.000 EACH | 3710.00000 59360.00| |
MANHOLE, J4 | | |
0092 720-97958 1.000 EACH | 5325.00000 5325.00| |
MANHOLE, K2 | | |
0093 720-98174 9.000 EACH | 2315.00000 20835.00| |
INLET, B15 | | |
0094 720-98555 1.000 EACH | 2315.00000 2315.00| |
INLET, C15 | | |
0095 801-04308 8.000 EACH | 555.00000 4440.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0096 801-06207 323.000 m | 4.10000 1324.30| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0097 801-06625 64.000 EACH | 167.00000 10688.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -7
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 801-06640 47.000 EACH | 147.00000 6909.00| |
CONSTRUCTION SIGN, A | | |
0099 801-06645 8.000 EACH | 175.00000 1400.00| |
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 20000.00000 20000.00| |
MAINTAINING TRAFFIC | | |
0101 801-07119 102.000 m | 79.60000 8119.20| |
BARRICADE, III-B | | |
0102 802-05701 83.000 m | 32.80000 2722.40| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-07127 3.000 m2 | 82.00000 246.00| |
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.54 mm | | |
0104 802-76025 11.000 m2 | 40.00000 440.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0105 802-76035 4.000 m2 | 46.00000 184.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0106 805-01842 1.000 EACH | 600.00000 600.00| |
HANDHOLE, SIGNAL | | |
0107 805-01844 34.000 m | 49.00000 1666.00| |
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0108 805-78510 34.000 m | 2.80000 95.20| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0109 805-78746 72.000 m | 17.00000 1224.00| |
PREFORMED LOOP DETECTORS | | |
0110 808-06703 487.000 m | 1.15000 560.05| |
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0111 808-75245 3162.000 m | 1.15000 3636.30| |
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0112 808-75278 126.000 m | 10.00000 1260.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0113 808-75297 102.000 m | 10.00000 1020.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 155 -8
TABULATION OF BIDS
ROUTE : CR 250E
CALL ORDER : 155 CONTRACT ID : R -27748-A COUNTIES : KOSCIUSKO
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 808-75320 13.000 EACH | 75.00000 975.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0115 808-75325 9.000 EACH | 100.00000 900.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0116 808-75340 2.000 EACH | 450.00000 900.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0117 808-92027 719.000 m | 3.50000 2516.50| |
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0118 303-60012 130.000 Mg | 25.00000 3250.00| |
AGGREGATE, 2 | | |
0119 621-01004 7.000 EACH | 525.00000 3675.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 2,641,689.90| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,641,689.90| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 203 -1
VENDOR RANKING
CALL ORDER : 203 CONTRACT ID : R -28883-C COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0641107
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1990156 EARTH IMAGES, INC. $ 69,198.55 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 203 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 203 CONTRACT ID : R -28883-C COUNTIES : WARRICK
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1990156 |( ) |( )
|EARTH IMAGES, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BEAUTIFICATION/WILDFLOWERS
| | |
0001 105-06845 LUMP | 2300.00000 2300.00| |
CONSTRUCTION ENGINEERING | | |
0002 110-01001 LUMP | 2500.00000 2500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0003 621-04258 107.800 LBS | 412.25000 44440.55| |
SEED MIXTURE , WF | | |
0004 622-52436 20.000 EACH | 31.00000 620.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0005 624-92647 24.600 ACRE | 530.00000 13038.00| |
HERBICIDE TREATMENT | | |
0006 801-06640 8.000 EACH | 250.00000 2000.00| |
CONSTRUCTION SIGN, A | | |
0007 801-06775 LUMP | 2500.00000 2500.00| |
MAINTAINING TRAFFIC | | |
0008 802-04893 60.000 EACH | 30.00000 1800.00| |
REFERENCE POST | | |
SECTION TOTALS | $ 69,198.55| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 69,198.55| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 204 -1
VENDOR RANKING
CALL ORDER : 204 CONTRACT ID : R -28889-C COUNTIES : FAYETTE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/29/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 99921026
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1843846 MAXWELL, JOHN L. INC. $ 372,487.34 100.0000%
2 35-1801998 CLR, INC. $ 388,810.86 104.3823%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 204 -2
TABULATION OF BIDS
ROUTE : 121
CALL ORDER : 204 CONTRACT ID : R -28889-C COUNTIES : FAYETTE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1843846 |( 2 ) 35-1801998 |( )
|MAXWELL, JOHN L. INC. |CLR, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, RAILROAD DEPOT RELOCATION
| | |
0001 110-01001 LUMP | 11030.00000 11030.00| 65224.63000 65224.63|
MOBILIZATION AND DEMOBILIZATION | | |
0002 201-06587 0.160 ACRE | 5000.00000 800.00| 10994.45000 1759.11|
CLEARING AND GRUBBING | | |
0003 203-02020 589.000 CYS | 10.30000 6066.70| 48.87000 28784.43|
EXCAVATION, UNCLASSIFIED | | |
0004 206-51230 26.000 CYS | 95.00000 2470.00| 498.31000 12956.06|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0005 210-05758 LUMP | 144075.00000 144075.00| 149500.00000 149500.00|
BUILDING RELOCATION | | |
0006 210-05795 LUMP | 740.00000 740.00| 1168.08000 1168.08|
TERMITE TREATMENT | | |
0007 210-08390 LUMP | 17910.00000 17910.00| 39328.64000 39328.64|
WATER DISTRIBUTION | | |
0008 210-09026 LUMP | 325.00000 325.00| 2526.58000 2526.58|
NATURAL GAS DISTRIBUTION | | |
0009 711-03973 LUMP | 160000.00000 160000.00| 7597.83000 7597.83|
BUILDING ARCHITECTURAL | | |
0010 711-51035 2776.000 LBS | 0.89000 2470.64| 2.57000 7134.32|
STRUCTURAL STEEL | | |
0011 715-08674 LUMP | 24040.00000 24040.00| 59285.09000 59285.09|
SANITARY AND STORM SEWERAGE | | |
0012 807-08673 LUMP | 2560.00000 2560.00| 13546.09000 13546.09|
CONDUIT , 2 IN. | | |
SECTION TOTALS | $ 372,487.34| $ 388,810.86| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 372,487.34| $ 388,810.86| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4703012
4703012
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,321,800.00 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,636,312.78 123.7943%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -2
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 FLASHER MODERNIZATION
| | |
0001 105-06845 LUMP | 23045.00000 23045.00| 18975.00000 18975.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 17.000 MOS | 2300.00000 39100.00| 1862.00000 31654.00|
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 | 65500.00000 65500.00| 81816.00000 81816.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 22000.00000 22000.00| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
0008 202-01300 1.000 EACH | 2900.00000 2900.00| 500.00000 500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0009 202-03000 LUMP | 750.00000 750.00| 5000.00000 5000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 1 | | |
0010 202-03000 LUMP | 1200.00000 1200.00| 5000.00000 5000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 11 | | |
0011 202-03000 LUMP | 835.00000 835.00| 5000.00000 5000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 7 | | |
0012 203-02000 16199.000 CYS | 10.05000 162799.95| 21.41000 346820.59|
EXCAVATION, COMMON | | |
0013 203-02070 500.000 CYS | 8.00000 4000.00| 19.24000 9620.00|
BORROW | | |
0014 205-06931 300.000 TON | 34.00000 10200.00| 29.00000 8700.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 6.000 EACH | 70.00000 420.00| 65.00000 390.00|
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06934 20.000 TON | 365.00000 7300.00| 350.00000 7000.00|
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -3
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 205-06937 1112.000 LFT | 1.95000 2168.40| 1.25000 1390.00|
TEMPORARY SILT FENCE | | |
0018 207-08263 13874.000 SYS | 4.50000 62433.00| 8.54000 118483.96|
SUBGRADE TREATMENT, TYPE IA | | |
0019 211-02050 1099.200 CYS | 4.10000 4506.72| 45.00000 49464.00|
B BORROW | | |
0020 301-07448 6285.900 TON | 15.50000 97431.45| 15.00000 94288.50|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-08210 500.000 TON | 15.00000 7500.00| 25.00000 12500.00|
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0022 304-07491 171.600 TON | 89.00000 15272.40| 82.00000 14071.20|
HMA PATCHING, TYPE C | | |
0023 306-08034 5929.000 SYS | 1.50000 8893.50| 3.50000 20751.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0024 401-06264 LUMP | 2500.00000 2500.00| 2500.00000 2500.00|
PROFILOGRAPH, HMA | | |
0025 401-07334 1761.500 TON | 77.00000 135635.50| 75.00000 132112.50|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0026 401-07403 2547.100 TON | 67.00000 170655.70| 64.00000 163014.40|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0027 401-07408 2840.200 TON | 60.00000 170412.00| 53.00000 150530.60|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0028 404-05511 627.000 SYS | 4.75000 2978.25| 4.75000 2978.25|
SEAL COAT, 2 | | |
0029 406-05520 14.000 TON | 325.00000 4550.00| 325.00000 4550.00|
ASPHALT FOR TACK COAT | | |
0030 605-06145 373.000 LFT | 26.00000 9698.00| 25.00000 9325.00|
CURB AND GUTTER, B, CONCRETE | | |
0031 605-97937 100.000 LFT | 25.00000 2500.00| 25.00000 2500.00|
CURB AND GUTTER, CONCRETE, ROLL | | |
0032 610-07486 178.400 TON | 105.00000 18732.00| 100.00000 17840.00|
HMA FOR APPROACHES, TYPE A | | |
0033 610-07712 258.000 SYS | 66.50000 17157.00| 43.00000 11094.00|
PCCP FOR APPROACHES, 6 IN. | | |
0034 615-06490 50.000 EACH | 155.00000 7750.00| 154.00000 7700.00|
RIGHT OF WAY MARKER | | |
0035 621-01004 1.000 EACH | 950.00000 950.00| 400.00000 400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -4
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 621-06545 5.500 TON | 470.00000 2585.00| 450.00000 2475.00|
FERTILIZER | | |
0037 621-06557 1215.000 LBS | 2.35000 2855.25| 2.25000 2733.75|
SEED MIXTURE, T | | |
0038 621-06559 969.000 SYS | 0.90000 872.10| 0.85000 823.65|
MULCHED SEEDING, R | | |
0039 621-06565 11.400 TON | 365.00000 4161.00| 350.00000 3990.00|
MULCHING MATERIAL | | |
0040 621-06567 15.000 kGAL | 1.00000 15.00| 1.00000 15.00|
WATER | | |
0041 621-06574 4443.000 SYS | 3.30000 14661.90| 2.80000 12440.40|
SODDING | | |
0042 714-26703 33.000 LFT | 595.00000 19635.00| 1058.00000 34914.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 6 FT. X 4 FT. | | |
0043 715-05019 63.000 LFT | 70.00000 4410.00| 72.85000 4589.55|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0044 715-05048 4280.000 LFT | 2.90000 12412.00| 5.86000 25080.80|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0045 715-05053 252.000 LFT | 17.00000 4284.00| 29.00000 7308.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0046 715-05149 61.000 LFT | 26.00000 1586.00| 28.00000 1708.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0047 715-05151 371.000 LFT | 27.00000 10017.00| 30.00000 11130.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0048 715-05169 232.000 LFT | 27.00000 6264.00| 32.00000 7424.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0049 715-46000 1.000 EACH | 290.00000 290.00| 295.00000 295.00|
PIPE END SECTION, 12 IN. | | |
0050 715-46005 15.000 EACH | 330.00000 4950.00| 520.00000 7800.00|
PIPE END SECTION, 15 IN. | | |
0051 715-46040 2.000 EACH | 950.00000 1900.00| 1465.00000 2930.00|
PIPE END SECTION, 36 IN. | | |
0052 718-06531 14.000 EACH | 495.00000 6930.00| 450.00000 6300.00|
OUTLET PROTECTOR, 3 | | |
0053 718-06532 4280.000 LFT | 1.00000 4280.00| 1.00000 4280.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0054 718-52610 429.000 CYS | 34.00000 14586.00| 40.68000 17451.72|
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -5
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 718-99153 3299.000 SYS | 1.80000 5938.20| 2.50000 8247.50|
GEOTEXTILES FOR UNDERDRAIN | | |
0056 720-45070 1.000 EACH | 2100.00000 2100.00| 2017.00000 2017.00|
INLET, P12A | | |
0057 720-45265 4.000 EACH | 900.00000 3600.00| 1447.00000 5788.00|
PIPE CATCH BASIN, 15 IN. | | |
0058 720-98174 1.000 EACH | 2300.00000 2300.00| 1447.00000 1447.00|
INLET, B15 | | |
0059 801-06203 7469.000 LFT | 0.24000 1792.56| 0.22000 1643.18|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0060 801-06207 4410.000 LFT | 0.90000 3969.00| 0.85000 3748.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0061 801-06640 28.000 EACH | 205.00000 5740.00| 195.00000 5460.00|
CONSTRUCTION SIGN, A | | |
0062 801-06645 20.000 EACH | 50.00000 1000.00| 49.00000 980.00|
CONSTRUCTION SIGN, B | | |
0063 801-06775 LUMP | 39000.00000 39000.00| 31200.00000 31200.00|
MAINTAINING TRAFFIC | | |
0064 801-07118 328.000 LFT | 15.90000 5215.20| 15.50000 5084.00|
BARRICADE, III-A | | |
0065 802-05701 169.400 LFT | 15.00000 2541.00| 14.50000 2456.30|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0066 802-05702 16.600 LFT | 13.70000 227.42| 13.10000 217.46|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0067 802-76025 70.750 SFT | 17.00000 1202.75| 16.50000 1167.38|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0068 802-76035 99.500 SFT | 18.90000 1880.55| 18.00000 1791.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0069 805-01815 2.000 EACH | 2050.00000 4100.00| 1950.00000 3900.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0070 805-01879 1.000 EACH | 570.00000 570.00| 550.00000 550.00|
SIGNAL SERVICE, INSTALL | | |
0071 805-02087 LUMP | 265.00000 265.00| 250.00000 250.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -6
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 805-06592 8.000 LFT | 18.50000 148.00| 18.00000 144.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0073 805-78010 1.000 EACH | 1685.00000 1685.00| 1600.00000 1600.00|
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0074 805-78190 4.000 EACH | 475.00000 1900.00| 450.00000 1800.00|
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | |
AMBER | | |
0075 805-78195 4.000 EACH | 478.00000 1912.00| 440.00000 1760.00|
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | |
0076 805-78415 1.000 EACH | 1825.00000 1825.00| 1750.00000 1750.00|
SPAN, CATENARY, AND TETHER | | |
0077 805-78420 1.000 EACH | 365.00000 365.00| 350.00000 350.00|
DISCONNECT HANGER | | |
0078 805-78467 37.000 LFT | 2.05000 75.85| 2.00000 74.00|
SIGNAL CABLE, 3C 8GA. | | |
0079 805-78480 208.000 LFT | 1.65000 343.20| 1.60000 332.80|
SIGNAL CABLE, 3C 14GA. | | |
0080 805-78485 55.000 LFT | 1.75000 96.25| 1.70000 93.50|
SIGNAL CABLE, 5C 14GA. | | |
0081 805-81032 2.000 EACH | 4700.00000 9400.00| 4500.00000 9000.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0082 808-06703 9360.000 LFT | 0.30000 2808.00| 0.29000 2714.40|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0083 808-06716 2191.000 LFT | 0.50000 1095.50| 0.50000 1095.50|
LINE, REMOVE | | |
0084 808-75245 3156.000 LFT | 0.30000 946.80| 0.29000 915.24|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0085 808-75278 260.000 LFT | 1.80000 468.00| 1.75000 455.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0086 808-75290 196.000 LFT | 3.60000 705.60| 3.50000 686.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0087 808-75297 120.000 LFT | 3.55000 426.00| 3.50000 420.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0088 808-75320 9.000 EACH | 70.00000 630.00| 68.00000 612.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 230 -7
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 230 CONTRACT ID : R -29044-A COUNTIES : BARTHOLOMEW
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( )
|MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0089 808-75325 9.000 EACH | 95.00000 855.00| 92.00000 828.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0090 808-75996 60.000 EACH | 78.50000 4710.00| 5.00000 300.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0091 808-75998 75.000 EACH | 24.75000 1856.25| 22.65000 1698.75|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0092 808-92027 3200.000 LFT | 0.60000 1920.00| 0.58000 1856.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0093 202-02241 226.100 LFT | 7.50000 1695.75| 13.00000 2939.30|
GUARDRAIL, REMOVE | | |
0094 303-02051 50.000 TON | 16.00000 800.00| 28.00000 1400.00|
STONE, NO 2 | | |
0095 611-06497 6.000 EACH | 150.00000 900.00| 230.00000 1380.00|
MAILBOX ASSEMBLY, SINGLE | | |
0096 615-06527 1.000 EACH | 1130.00000 1130.00| 740.00000 740.00|
MONUMENT, SECTION CORNER | | |
0097 715-05119 110.000 LFT | 29.00000 3190.00| 52.36000 5759.60|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
SECTION TOTALS | $ 1,321,800.00| $ 1,636,312.78| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,321,800.00| $ 1,636,312.78| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -1
VENDOR RANKING
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/14/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9408050
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 993,620.00 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,047,067.90 105.3791%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -2
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE/PEDESTRAIN FACILITIES
| | |
0001 105-07038 3.000 MOS | 2870.42000 8611.26| 1750.00000 5250.00|
FIELD OFFICE, A | | |
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 | 11866.14000 11866.14| 52350.00000 52350.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 201-06587 0.050 ACRE | 125000.00000 6250.00| 52800.00000 2640.00|
CLEARING AND GRUBBING | | |
0006 202-02236 2568.000 SYS | 7.50000 19260.00| 2.80000 7190.40|
SURFACE, REMOVE , BITUMINOUS | | |
0007 202-02240 92.000 SYS | 65.00000 5980.00| 22.00000 2024.00|
PAVEMENT REMOVAL | | |
0008 202-02245 1.000 EACH | 500.00000 500.00| 375.00000 375.00|
TREE, 6 IN., REMOVE | | |
0009 202-02278 65.000 LFT | 18.00000 1170.00| 13.50000 877.50|
CURB, CONCRETE, REMOVE | | |
0010 202-02279 83.000 LFT | 18.00000 1494.00| 13.50000 1120.50|
CURB AND GUTTER, REMOVE | | |
0011 202-02637 81.000 LFT | 25.00000 2025.00| 25.00000 2025.00|
PIPE, ABANDON AND GROUT FILL | | |
0012 202-02676 76.000 TON | 45.00000 3420.00| 5.00000 380.00|
TRANSPORTATION OF SALVAGEABLE MILLED | | |
MATERIAL | | |
0013 202-02772 5.000 EACH | 600.00000 3000.00| 100.00000 500.00|
CASTING, REMOVE | | |
0014 202-06541 10.000 EACH | 75.00000 750.00| 95.00000 950.00|
REMOVE , SHRUBS | | |
0015 202-06542 2.000 EACH | 1600.00000 3200.00| 1500.00000 3000.00|
RELOCATE , PLAYGROUND | | |
0016 202-52710 91.000 SYS | 22.00000 2002.00| 32.00000 2912.00|
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-91922 7.000 EACH | 500.00000 3500.00| 325.00000 2275.00|
STUMP, REMOVE , REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -3
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-93615 333.000 SYS | 25.00000 8325.00| 20.00000 6660.00|
CONCRETE, REMOVE , APRON | | |
0019 202-94747 2.000 EACH | 1025.00000 2050.00| 100.00000 200.00|
POST, REMOVE | | |
0020 202-94747 4.000 EACH | 750.00000 3000.00| 135.00000 540.00|
POST, REMOVE , BARRIER | | |
0021 202-96035 20.000 LFT | 55.00000 1100.00| 145.00000 2900.00|
CONCRETE WALL, REMOVE | | |
0022 203-02000 928.000 CYS | 50.00000 46400.00| 58.00000 53824.00|
EXCAVATION, COMMON | | |
0023 203-02000 26.000 CYS | 400.00000 10400.00| 58.00000 1508.00|
EXCAVATION, COMMON , BEYOND RIGHT OF WA | | |
0024 203-02070 1597.000 CYS | 40.00000 63880.00| 29.00000 46313.00|
BORROW | | |
0025 205-02236 19.000 EACH | 75.00000 1425.00| 82.00000 1558.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0026 205-02237 27.000 EACH | 70.00000 1890.00| 75.00000 2025.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0027 205-04948 LUMP | 15000.00000 15000.00| 2900.00000 2900.00|
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0028 205-06937 2360.000 LFT | 1.20000 2832.00| 1.85000 4366.00|
TEMPORARY SILT FENCE | | |
0029 207-08266 1647.000 SYS | 5.00000 8235.00| 12.00000 19764.00|
SUBGRADE TREATMENT, TYPE III | | |
0030 210-06369 176.000 LFT | 7.50000 1320.00| 3.00000 528.00|
SAW CUT , CONCRETE | | |
0031 210-06984 13.000 EACH | 450.00000 5850.00| 65.00000 845.00|
ADJUST , VALVE CASTING | | |
0032 210-07642 398.000 CYS | 20.00000 7960.00| 49.00000 19502.00|
SOIL PREPARATION | | |
0033 210-07643 49.000 EACH | 350.00000 17150.00| 30.00000 1470.00|
TREE PROTECTION | | |
0034 211-07454 667.000 CYS | 50.00000 33350.00| 30.00000 20010.00|
STRUCTURE BACKFILL | | |
0035 213-08058 453.000 CYS | 135.00000 61155.00| 65.00000 29445.00|
FLOWABLE BACKFILL | | |
0036 301-07448 1888.000 TON | 29.00000 54752.00| 29.00000 54752.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -4
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 306-08042 916.000 SYS | 2.20000 2015.20| 3.00000 2748.00|
MILLING, SCARIFICATION/PROFILE | | |
0038 306-08043 1374.000 SYS | 2.25000 3091.50| 3.00000 4122.00|
MILLING, TRANSITION | | |
0039 402-07432 233.000 TON | 90.00000 20970.00| 105.00000 24465.00|
HMA SURFACE, TYPE A | | |
0040 402-07433 22.000 TON | 100.00000 2200.00| 145.00000 3190.00|
HMA SURFACE, TYPE B | | |
0041 402-07435 336.000 TON | 85.00000 28560.00| 95.00000 31920.00|
HMA INTERMEDIATE, TYPE A | | |
0042 402-07438 15.000 TON | 100.00000 1500.00| 145.00000 2175.00|
HMA INTERMEDIATE, TYPE B | | |
0043 402-07440 6.000 TON | 110.00000 660.00| 245.00000 1470.00|
HMA BASE, TYPE A | | |
0044 405-05518 2588.000 SYS | 1.25000 3235.00| 0.10000 258.80|
ASPHALT FOR PRIME COAT | | |
0045 406-05521 3380.000 SYS | 0.10000 338.00| 0.15000 507.00|
ASPHALT FOR TACK COAT | | |
0046 408-07504 0.130 TON | 8500.00000 1105.00| 8600.00000 1118.00|
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
SEAL | | |
0047 601-02924 291.000 LFT | 75.00000 21825.00| 85.00000 24735.00|
HANDRAIL, STEEL PIPE, GALVANIZED | | |
0048 603-01159 11.000 LFT | 23.00000 253.00| 25.00000 275.00|
FENCE, CHAIN LINK, 42 IN. | | |
0049 603-03692 20.000 LFT | 24.00000 480.00| 26.00000 520.00|
FENCE, WOOD , RESET | | |
0050 603-06065 148.000 LFT | 17.00000 2516.00| 18.00000 2664.00|
FENCE, CHAIN LINK, RESET | | |
0051 604-06367 673.000 LFT | 3.50000 2355.50| 3.00000 2019.00|
JOINT MATERIAL | | |
0052 604-07901 103.000 SYS | 75.00000 7725.00| 175.00000 18025.00|
CURB RAMP, CONCRETE, G | | |
0053 604-07903 30.000 SYS | 200.00000 6000.00| 175.00000 5250.00|
CURB RAMP, CONCRETE, K | | |
0054 604-90256 434.000 SYS | 40.00000 17360.00| 49.00000 21266.00|
SIDEWALK, CONCRETE, 6 IN. | | |
0055 604-91531 1900.000 SYS | 35.00000 66500.00| 32.00000 60800.00|
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -5
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 605-06090 3897.000 LFT | 15.00000 58455.00| 16.00000 62352.00|
CURB, INTEGRAL, CONCRETE | | |
0057 605-06120 406.000 LFT | 25.00000 10150.00| 21.00000 8526.00|
CURB, CONCRETE | | |
0058 611-03671 3.000 EACH | 750.00000 2250.00| 250.00000 750.00|
TRASH RECEPTACLE , RELOCATE | | |
0059 611-05330 681.000 SYS | 40.00000 27240.00| 49.00000 33369.00|
CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | |
6 IN. | | |
0060 611-08232 1.000 EACH | 195.00000 195.00| 250.00000 250.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0061 611-08232 1.000 EACH | 195.00000 195.00| 500.00000 500.00|
MAILBOX ASSEMBLY, SINGLE, RESET , US | | |
POST OFFICE | | |
0062 615-06496 2.000 EACH | 50.00000 100.00| 100.00000 200.00|
PARKING BARRIER , RESET | | |
0063 616-02320 4.000 SYS | 40.00000 160.00| 10.00000 40.00|
GEOTEXTILES | | |
0064 616-06405 2.000 TON | 100.00000 200.00| 150.00000 300.00|
RIPRAP, REVETMENT | | |
0065 621-06545 0.290 TON | 925.00000 268.25| 1000.00000 290.00|
FERTILIZER | | |
0066 621-06574 7020.000 SYS | 2.60000 18252.00| 4.00000 28080.00|
SODDING | | |
0067 622-02564 LUMP | 5750.00000 5750.00| 6300.00000 6300.00|
LANDSCAPING | | |
0068 622-07763 4.000 EACH | 400.00000 1600.00| 400.00000 1600.00|
TRANSPLANT | | |
0069 711-05395 22.000 EACH | 125.00000 2750.00| 135.00000 2970.00|
REPLACE , SHRUB | | |
0070 712-03812 1.000 EACH | 500.00000 500.00| 385.00000 385.00|
BENCH , RELOCATE | | |
0071 715-02628 1.000 EACH | 510.00000 510.00| 400.00000 400.00|
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0072 715-02972 80.000 LFT | 145.00000 11600.00| 100.00000 8000.00|
PIPE, SLOTTED VANE DRAIN, 15 IN. | | |
0073 715-04612 1474.000 LFT | 52.00000 76648.00| 55.00000 81070.00|
PIPE , TYPE 2, CIRCULAR, 16 IN | | |
0074 715-05147 90.000 LFT | 45.00000 4050.00| 35.00000 3150.00|
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -6
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 715-05149 42.000 LFT | 55.00000 2310.00| 79.00000 3318.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0076 715-05151 215.000 LFT | 54.00000 11610.00| 48.00000 10320.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0077 715-05152 33.000 LFT | 56.00000 1848.00| 59.00000 1947.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0078 715-05203 14.000 LFT | 35.00000 490.00| 8.00000 112.00|
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0079 715-05428 84.000 LFT | 125.00000 10500.00| 94.00000 7896.00|
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0080 715-46005 1.000 EACH | 500.00000 500.00| 325.00000 325.00|
PIPE END SECTION, 15 IN. | | |
0081 720-01894 1.000 EACH | 510.00000 510.00| 550.00000 550.00|
CASTING, FURNISH AND ADJUST TO GRADE | | |
0082 720-01894 5.000 EACH | 520.00000 2600.00| 1200.00000 6000.00|
CASTING, FURNISH AND ADJUST TO GRADE , | | |
CUSTOM #1 | | |
0083 720-01894 7.000 EACH | 850.00000 5950.00| 700.00000 4900.00|
CASTING, FURNISH AND ADJUST TO GRADE , | | |
CUSTOM #2 | | |
0084 720-01894 2.000 EACH | 640.00000 1280.00| 2350.00000 4700.00|
CASTING, FURNISH AND ADJUST TO GRADE , | | |
CUSTOM #3 | | |
0085 720-04682 4.000 EACH | 1500.00000 6000.00| 1900.00000 7600.00|
INLET, , FILTER | | |
0086 720-44000 17.000 EACH | 400.00000 6800.00| 375.00000 6375.00|
CASTING, ADJUST TO GRADE | | |
0087 720-44000 32.000 EACH | 200.00000 6400.00| 250.00000 8000.00|
CASTING, ADJUST TO GRADE , WATER METER | | |
0088 720-44025 1.000 EACH | 400.00000 400.00| 700.00000 700.00|
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0089 720-44296 2.000 EACH | 700.00000 1400.00| 325.00000 650.00|
CAP INLET | | |
0090 720-45030 4.000 EACH | 1200.00000 4800.00| 1300.00000 5200.00|
INLET, E7 | | |
0091 720-45035 1.000 EACH | 1900.00000 1900.00| 1325.00000 1325.00|
INLET, F7 | | |
0092 720-45045 5.000 EACH | 1050.00000 5250.00| 1435.00000 7175.00|
INLET, J10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -7
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 720-45410 4.000 EACH | 1900.00000 7600.00| 1635.00000 6540.00|
MANHOLE, C4 | | |
0094 720-45510 1.000 EACH | 1900.00000 1900.00| 2450.00000 2450.00|
MANHOLE, C4, MODIFIED | | |
0095 720-45615 1.000 LFT | 1250.00000 1250.00| 1200.00000 1200.00|
STRUCTURE, INLET, RECONSTRUCT | | |
0096 720-90579 3.000 EACH | 3000.00000 9000.00| 1900.00000 5700.00|
HYDRANT SETTING, RELOCATE | | |
0097 720-94840 3.000 EACH | 215.00000 645.00| 150.00000 450.00|
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0098 720-96851 7.000 EACH | 1900.00000 13300.00| 1625.00000 11375.00|
INLET, J13 , MODIFIED | | |
0099 720-99315 2.000 EACH | 150.00000 300.00| 400.00000 800.00|
CLEAN EXISTING CATCH BASINS | | |
0100 801-03291 2.000 EACH | 189.00000 378.00| 385.00000 770.00|
CONSTRUCTION SIGN, D | | |
0101 801-06645 2.000 EACH | 149.00000 298.00| 200.00000 400.00|
CONSTRUCTION SIGN, B | | |
0102 801-06775 LUMP | 31473.99000 31473.99| 96378.00000 96378.00|
MAINTAINING TRAFFIC | | |
0103 802-07060 16.000 EACH | 250.00000 4000.00| 435.00000 6960.00|
SIGN, SHEET, RELOCATE | | |
0104 802-76025 97.200 SFT | 22.00000 2138.40| 24.00000 2332.80|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0105 802-76055 84.000 LFT | 10.00000 840.00| 10.00000 840.00|
SIGN POST, A | | |
0106 802-99045 7.000 EACH | 250.00000 1750.00| 300.00000 2100.00|
SIGN REMOUNTING | | |
0107 807-04744 LUMP | 350.00000 350.00| 2850.00000 2850.00|
LIGHTING , REINSTALL | | |
0108 808-06712 3863.000 LFT | 0.52000 2008.76| 0.30000 1158.90|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0109 808-06713 325.000 LFT | 0.47000 152.75| 0.30000 97.50|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0110 808-06714 1075.000 LFT | 0.47000 505.25| 0.30000 322.50|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0111 808-75015 82.000 LFT | 2.50000 205.00| 3.00000 246.00|
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 245 -8
TABULATION OF BIDS
ROUTE : SP BIKE
CALL ORDER : 245 CONTRACT ID : R -29194-A COUNTIES : DEARBORN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 808-75035 108.000 LFT | 4.00000 432.00| 3.00000 324.00|
LINE, PAINT, SOLID, WHITE, 24 IN. | | |
0113 808-75100 878.000 LFT | 1.00000 878.00| 0.50000 439.00|
TRANSVERSE MARKINGS, PAINT, CROSSWALK | | |
LINE, 6 IN. | | |
0114 105-06845 LUMP | 15000.00000 15000.00| 27200.00000 27200.00|
CONSTRUCTION ENGINEERING | | |
SECTION TOTALS | $ 993,620.00| $ 1,047,067.90| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 993,620.00| $ 1,047,067.90| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -29266-A COUNTIES : BOONE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : PROJECT(S) : 0600231
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 3,236,675.14 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,245,000.00 100.2572%
3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,774,380.00 116.6129%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 250 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 250 CONTRACT ID : R -29266-A COUNTIES : BOONE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625
| CALUMET ASPHALT PAVING CO. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 13400.00000 13400.00| 13240.00000 13240.00| 13800.00000 13800.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2056.30000 12337.80| 2350.00000 14100.00| 2100.00000 12600.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 228.48000 685.44| 100.00000 300.00| 60.00000 180.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 18.000 MOS | 205.63000 3701.34| 100.00000 1800.00| 130.00000 2340.00
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 | 160000.00000 160000.00| 163000.00000 163000.00| 186000.00000 186000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 9600.000 SYS | 14.70000 141120.00| 9.25000 88800.00| 7.00000 67200.00
PAVEMENT REMOVAL | | |
0011 202-74035 4.000 EACH | 115.00000 460.00| 30.00000 120.00| 118.50000 474.00
SIGN, REMOVE | | |
0012 202-96133 219.000 LFT | 14.12000 3092.28| 21.00000 4599.00| 20.00000 4380.00
PIPE, REMOVE | | |
0013 202-98488 3.000 EACH | 789.85000 2369.55| 495.00000 1485.00| 300.00000 900.00
PIPE END SECTION, REMOVE | | |
0014 203-02000 12637.000 CYS | 20.45000 258426.65| 17.20000 217356.40| 25.00000 315925.00
EXCAVATION, COMMON | | |
0015 203-08607 2340.000 LFT | 7.83000 18322.20| 3.00000 7020.00| 11.20000 26208.00
LINEAR GRADING | | |
0016 205-06932 60.000 LFT | 10.05000 603.00| 14.60000 876.00| 31.00000 1860.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 8.000 EACH | 70.00000 560.00| 91.00000 728.00| 72.00000 576.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 250 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 250 CONTRACT ID : R -29266-A COUNTIES : BOONE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625
| CALUMET ASPHALT PAVING CO. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06937 4000.000 LFT | 1.22000 4880.00| 1.25000 5000.00| 1.25000 5000.00
TEMPORARY SILT FENCE | | |
0019 207-08263 16000.000 SYS | 14.75000 236000.00| 8.00000 128000.00| 22.00000 352000.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08268 14079.000 SYS | 13.16000 185279.64| 14.00000 197106.00| 15.00000 211185.00
SUBGRADE TREATMENT, TYPE IV | | |
0021 211-07454 54.600 CYS | 20.52000 1120.39| 50.00000 2730.00| 23.00000 1255.80
STRUCTURE BACKFILL | | |
0022 301-07448 2131.000 TON | 18.69000 39828.39| 24.00000 51144.00| 20.00000 42620.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 303-01180 933.000 TON | 21.83000 20367.39| 25.00000 23325.00| 21.00000 19593.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 401-06264 LUMP | 2400.00000 2400.00| 4000.00000 4000.00| 1700.00000 1700.00
PROFILOGRAPH, HMA | | |
0025 401-07337 1254.000 TON | 74.57000 93510.78| 83.75000 105022.50| 80.00000 100320.00
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0026 401-07405 1334.000 TON | 59.81000 79786.54| 55.50000 74037.00| 63.00000 84042.00
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0027 401-07410 9367.000 TON | 46.95000 439780.65| 41.50000 388730.50| 48.00000 449616.00
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0028 402-07433 1162.000 TON | 57.71000 67059.02| 50.00000 58100.00| 60.00000 69720.00
HMA SURFACE, TYPE B | | |
0029 402-07438 1936.000 TON | 56.54000 109461.44| 60.00000 116160.00| 53.00000 102608.00
HMA INTERMEDIATE, TYPE B | | |
0030 402-07441 8518.000 TON | 45.56000 388080.08| 45.50000 387569.00| 48.00000 408864.00
HMA BASE, TYPE B | | |
0031 601-06035 1166.300 LFT | 18.00000 20993.40| 8.00000 9330.40| 18.25000 21284.98
GUARDRAIL, RESET | | |
0032 601-07050 2.000 EACH | 1560.00000 3120.00| 1450.00000 2900.00| 1560.00000 3120.00
GUARDRAIL END TREATMENT, OS, RESET | | |
0033 601-08424 4.000 EACH | 2595.00000 10380.00| 5655.00000 22620.00| 2600.00000 10400.00
WIRE ROPE TERMINAL, TYPE II | | |
0034 601-08424 1.000 EACH | 2735.00000 2735.00| 8250.00000 8250.00| 2750.00000 2750.00
WIRE ROPE TERMINAL, TYPE II ,TEMPORARY | | |
0035 601-08425 3908.000 LFT | 20.00000 78160.00| 19.50000 76206.00| 20.30000 79332.40
WIRE ROPE SAFETY BARRIER, TL-4 | | |
0036 601-08425 3912.000 LFT | 14.00000 54768.00| 15.60000 61027.20| 14.50000 56724.00
WIRE ROPE SAFETY BARRIER, TL-4 ,RESET | | |
0037 601-91147 2.000 EACH | 1600.00000 3200.00| 1300.00000 2600.00| 1660.00000 3320.00
GUARDRAIL END TREATMENT, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 250 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 250 CONTRACT ID : R -29266-A COUNTIES : BOONE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625
| CALUMET ASPHALT PAVING CO. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 606-07484 3600.000 LFT | 1.24000 4464.00| 3.00000 10800.00| 1.90000 6840.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0039 621-01004 1.000 EACH | 275.00000 275.00| 469.00000 469.00| 275.00000 275.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06545 1.200 TON | 710.00000 852.00| 862.00000 1034.40| 710.00000 852.00
FERTILIZER | | |
0041 621-06554 435.000 LBS | 4.34000 1887.90| 2.94000 1278.90| 4.40000 1914.00
SEED MIXTURE, U | | |
0042 621-06565 5.800 TON | 540.00000 3132.00| 382.00000 2215.60| 550.00000 3190.00
MULCHING MATERIAL | | |
0043 702-92857 48.900 CYS | 238.64000 11669.50| 690.00000 33741.00| 527.22000 25781.06
CONCRETE, C, SUBSTRUCTURE | | |
0044 703-51030 6709.000 LBS | 1.25000 8386.25| 2.60000 17443.40| 1.20000 8050.80
REINFORCING STEEL | | |
0045 715-05151 758.000 LFT | 34.21000 25931.18| 28.50000 21603.00| 38.22000 28970.76
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0046 715-05217 53.000 LFT | 44.75000 2371.75| 34.25000 1815.25| 77.02000 4082.06
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
0047 715-05218 91.000 LFT | 52.23000 4752.93| 33.50000 3048.50| 48.96000 4455.36
PIPE, TYPE 5, CIRCULAR, 15 IN. | | |
0048 715-05219 15.000 LFT | 143.00000 2145.00| 38.00000 570.00| 59.41000 891.15
PIPE, TYPE 5, CIRCULAR, 18 IN. | | |
0049 715-05422 3030.000 LFT | 70.00000 212100.00| 91.00000 275730.00| 95.79000 290243.70
PIPE, SLOTTED DRAIN, 12 IN. | | |
0050 715-05424 304.000 LFT | 89.90000 27329.60| 120.00000 36480.00| 130.04000 39532.16
PIPE, SLOTTED DRAIN, 18 IN. | | |
0051 715-06690 120.000 LFT | 98.68000 11841.60| 41.25000 4950.00| 41.40000 4968.00
PIPE, RCP, III, D0.01=1500, 12 IN. | | |
0052 715-92630 2168.000 LFT | 80.00000 173440.00| 100.50000 217884.00| 110.33000 239195.44
PIPE, SLOTTED DRAIN, 15 IN. | | |
0053 732-04837 11.000 EACH | 556.83000 6125.13| 395.00000 4345.00| 170.00000 1870.00
PLUG | | |
0054 801-01093 8.000 EACH | 495.00000 3960.00| 495.00000 3960.00| 930.00000 7440.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0055 801-06640 32.000 EACH | 120.00000 3840.00| 120.00000 3840.00| 140.00000 4480.00
CONSTRUCTION SIGN, A | | |
0056 801-06645 10.000 EACH | 65.00000 650.00| 65.00000 650.00| 40.00000 400.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 250 -5
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 250 CONTRACT ID : R -29266-A COUNTIES : BOONE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1917625
| CALUMET ASPHALT PAVING CO. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06710 380.000 DAY | 12.00000 4560.00| 12.00000 4560.00| 14.00000 5320.00
FLASHING ARROW SIGN | | |
0058 801-06775 LUMP | 123000.00000 123000.00| 67700.60000 67700.60| 103500.32000 103500.32
MAINTAINING TRAFFIC | | |
0059 801-07024 1.000 EACH | 5580.00000 5580.00| 7000.00000 7000.00| 5100.00000 5100.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0060 801-07119 106.000 LFT | 11.25000 1192.50| 11.25000 1192.50| 14.25000 1510.50
BARRICADE, III-B | | |
0061 801-08507 6682.000 LFT | 17.21000 114997.22| 39.00000 260598.00| 46.07000 307839.74
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0062 801-09133 4.000 EACH | 4200.00000 16800.00| 4200.00000 16800.00| 2700.00000 10800.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0063 802-05701 95.000 LFT | 11.00000 1045.00| 11.95000 1135.25| 20.75000 1971.25
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-07060 4.000 EACH | 60.00000 240.00| 195.00000 780.00| 125.00000 500.00
SIGN, SHEET, RELOCATE | | |
0065 808-06701 1160.000 LFT | 0.42000 487.20| 0.42000 487.20| 0.10000 116.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0066 808-06703 3600.000 LFT | 0.42000 1512.00| 0.42000 1512.00| 0.55000 1980.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0067 808-06716 1964.000 LFT | 0.48000 942.72| 0.48000 942.72| 0.75000 1473.00
LINE, REMOVE | | |
0068 808-75245 5304.000 LFT | 0.42000 2227.68| 0.42000 2227.68| 0.38000 2015.52
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0069 808-75998 46.000 EACH | 64.00000 2944.00| 20.00000 920.00| 20.00000 920.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,236,675.14| $ 3,245,000.00| $ 3,774,380.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,236,675.14| $ 3,245,000.00| $ 3,774,380.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 258 -1
VENDOR RANKING
CALL ORDER : 258 CONTRACT ID : R -29337-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/15/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3350002
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 210,640.47 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 323,054.00 153.3675%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 258 -2
TABULATION OF BIDS
ROUTE : SR 117
CALL ORDER : 258 CONTRACT ID : R -29337-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1817574 |( )
|INDIANA RELINE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 3000.00000 3000.00|
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 | 5000.00000 5000.00| 14000.00000 14000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 202-02241 75.000 LFT | 5.00000 375.00| 6.00000 450.00|
GUARDRAIL, REMOVE | | |
0006 203-08607 370.000 LFT | 15.00000 5550.00| 20.00000 7400.00|
LINEAR GRADING | | |
0007 601-01846 1.000 EACH | 2500.00000 2500.00| 2255.00000 2255.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0008 601-06854 2.000 EACH | 3650.00000 7300.00| 3465.00000 6930.00|
GUARDRAIL, W-BEAM, NESTED | | |
0009 601-08434 1.000 EACH | 1200.00000 1200.00| 660.00000 660.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0010 601-94689 3.000 EACH | 2500.00000 7500.00| 3025.00000 9075.00|
GUARDRAIL END TREATMENT, OS | | |
0011 601-99105 106.250 LFT | 15.00000 1593.75| 24.00000 2550.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0012 621-01004 1.000 EACH | 250.00000 250.00| 700.00000 700.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0013 621-06559 300.000 SYS | 3.25000 975.00| 2.00000 600.00|
MULCHED SEEDING, R | | |
0014 725-06859 1076.000 LFT | 145.72000 156794.72| 252.00000 271152.00|
PIPE LINER, THERMOPLASTIC, 48 IN. | | |
0015 801-06640 8.000 EACH | 200.00000 1600.00| 160.00000 1280.00|
CONSTRUCTION SIGN, A | | |
0016 801-06775 LUMP | 15000.00000 15000.00| 3000.00000 3000.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 210,640.47| $ 323,054.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 210,640.47| $ 323,054.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -1
VENDOR RANKING
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 06003165
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,969,627.07 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,124,924.44 103.9121%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -2
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 225000.00000 225000.00| 75000.00000 75000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 7.000 MOS | 2025.00000 14175.00| 8000.00000 56000.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 155.00000 465.00| 75.00000 225.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 21.000 MOS | 60.00000 1260.00| 75.00000 1575.00|
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
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 | 245000.00000 245000.00| 292410.00000 292410.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-06587 0.690 ACRE | 12000.00000 8280.00| 45000.00000 31050.00|
CLEARING AND GRUBBING | | |
0012 201-52370 LUMP | 145000.00000 145000.00| 50000.00000 50000.00|
CLEARING RIGHT OF WAY | | |
0013 202-02240 3500.000 SYS | 8.00000 28000.00| 15.00000 52500.00|
PAVEMENT REMOVAL | | |
0014 202-02241 370.000 LFT | 8.00000 2960.00| 8.00000 2960.00|
GUARDRAIL, REMOVE | | |
0015 202-02278 140.000 LFT | 7.00000 980.00| 8.00000 1120.00|
CURB, CONCRETE, REMOVE | | |
0016 202-02279 850.000 LFT | 9.00000 7650.00| 8.00000 6800.00|
CURB AND GUTTER, REMOVE | | |
0017 202-03783 1.000 EACH | 508.00000 508.00| 550.00000 550.00|
SIGN, PANEL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -3
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-78515 LUMP | 2247.00000 2247.00| 2300.00000 2300.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0019 202-91385 3.000 EACH | 500.00000 1500.00| 350.00000 1050.00|
INLET, REMOVE | | |
0020 202-91840 1300.000 LFT | 4.00000 5200.00| 8.00000 10400.00|
FENCE, CHAIN LINK, REMOVE | | |
0021 202-94954 36.000 LFT | 85.00000 3060.00| 100.00000 3600.00|
BARRIER WALL, CONCRETE, REMOVE | | |
0022 202-96133 144.000 LFT | 17.00000 2448.00| 25.00000 3600.00|
PIPE, REMOVE | | |
0023 203-02000 16053.000 CYS | 11.00000 176583.00| 25.00000 401325.00|
EXCAVATION, COMMON | | |
0024 203-02070 11230.000 CYS | 9.00000 101070.00| 16.00000 179680.00|
BORROW | | |
0025 205-02237 33.000 EACH | 80.00000 2640.00| 80.00000 2640.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0026 205-06933 12.000 EACH | 80.00000 960.00| 80.00000 960.00|
TEMPORARY DITCH INLET PROTECTION | | |
0027 205-06937 4099.000 LFT | 1.50000 6148.50| 1.50000 6148.50|
TEMPORARY SILT FENCE | | |
0028 207-08268 15675.000 SYS | 22.00000 344850.00| 33.00000 517275.00|
SUBGRADE TREATMENT, TYPE IV | | |
0029 211-02050 7784.000 CYS | 15.00000 116760.00| 17.05000 132717.20|
B BORROW | | |
0030 211-07454 1273.900 CYS | 30.00000 38217.00| 25.00000 31847.50|
STRUCTURE BACKFILL | | |
0031 213-04324 4.700 CYS | 300.00000 1410.00| 150.00000 705.00|
FLOWABLE FILL | | |
0032 301-07448 558.000 TON | 17.00000 9486.00| 32.15000 17939.70|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-06464 1350.000 CYS | 55.00000 74250.00| 24.00000 32400.00|
SUBBASE FOR PCCP | | |
0034 303-02051 100.000 TON | 50.00000 5000.00| 21.00000 2100.00|
STONE, NO 2 | | |
0035 306-08034 7944.000 SYS | 2.15000 17079.60| 2.00000 15888.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 401-07327 354.000 TON | 63.75000 22567.50| 60.40000 21381.60|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -4
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 401-07329 1546.000 TON | 65.50000 101263.00| 65.80000 101726.80|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0038 401-07397 589.000 TON | 56.00000 32984.00| 52.25000 30775.25|
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0039 401-07412 1886.000 TON | 55.00000 103730.00| 47.30000 89207.80|
QC/QA-HMA, 2, 70, BASE, 25.0 mm | | |
0040 402-07785 1490.000 TON | 59.00000 87910.00| 54.55000 81279.50|
HMA INTERMEDIATE, TYPE D | | |
0041 402-07786 3667.000 TON | 56.00000 205352.00| 47.80000 175282.60|
HMA BASE, TYPE D | | |
0042 402-07787 620.000 TON | 59.00000 36580.00| 75.80000 46996.00|
HMA WEDGE AND LEVEL, TYPE D | | |
0043 406-05520 17.500 TON | 700.00000 12250.00| 350.00000 6125.00|
ASPHALT FOR TACK COAT | | |
0044 501-06323 5350.000 SYS | 75.00000 401250.00| 71.40000 381990.00|
QC/QA-PCCP, 12 IN. | | |
0045 501-06727 LUMP | 5000.00000 5000.00| 1700.00000 1700.00|
CORING, PCCP | | |
0046 503-03489 151.000 EACH | 25.00000 3775.00| 18.95000 2861.45|
RETROFITTED TIE BARS | | |
0047 503-05240 2830.000 LFT | 15.00000 42450.00| 13.20000 37356.00|
D-1 CONTRACTION JOINT | | |
0048 601-01115 37.500 LFT | 60.00000 2250.00| 60.00000 2250.00|
GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | |
SPACING | | |
0049 601-01522 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0050 601-05999 3.000 EACH | 50.00000 150.00| 50.00000 150.00|
CURVED TERMINAL END | | |
0051 601-08434 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0052 601-94689 4.000 EACH | 2700.00000 10800.00| 2700.00000 10800.00|
GUARDRAIL END TREATMENT, OS | | |
0053 601-99105 543.800 LFT | 18.00000 9788.40| 18.00000 9788.40|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0054 601-99106 75.000 LFT | 30.00000 2250.00| 30.00000 2250.00|
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0055 601-99132 1.000 EACH | 100.00000 100.00| 100.00000 100.00|
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -5
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 602-08605 10.000 LFT | 750.00000 7500.00| 775.00000 7750.00|
CONCRETE BARRIER, 33 IN. | | |
0057 603-92636 2071.000 LFT | 14.00000 28994.00| 14.00000 28994.00|
FENCE, CHAIN LINK, 72 IN. | | |
0058 605-06140 2943.000 LFT | 20.00000 58860.00| 15.30000 45027.90|
CURB AND GUTTER, CONCRETE | | |
0059 605-06250 1392.000 SYS | 65.00000 90480.00| 74.75000 104052.00|
CENTER CURB, C, CONCRETE , MODIFIED | | |
0060 611-05330 72.000 SYS | 43.00000 3096.00| 72.35000 5209.20|
CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | |
6 IN. | | |
0061 615-06490 6.000 EACH | 150.00000 900.00| 150.00000 900.00|
RIGHT OF WAY MARKER | | |
0062 615-06500 1.000 EACH | 550.00000 550.00| 550.00000 550.00|
MONUMENT, A | | |
0063 615-06505 5.000 EACH | 550.00000 2750.00| 550.00000 2750.00|
MONUMENT, B | | |
0064 615-06510 1.000 EACH | 450.00000 450.00| 450.00000 450.00|
MONUMENT, C | | |
0065 615-06515 5.000 EACH | 200.00000 1000.00| 200.00000 1000.00|
MONUMENT, D | | |
0066 621-01004 1.000 EACH | 550.00000 550.00| 550.00000 550.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-04156 3340.000 SYS | 2.05000 6847.00| 2.05000 6847.00|
SEEDING, WETLAND | | |
0068 621-06560 15774.000 SYS | 0.44000 6940.56| 0.44000 6940.56|
MULCHED SEEDING, U | | |
0069 621-06570 558.000 CYS | 15.00000 8370.00| 26.41000 14736.78|
TOP SOIL | | |
0070 621-06575 2329.000 SYS | 3.92000 9129.68| 3.92000 9129.68|
SODDING, NURSERY | | |
0071 621-91019 3340.000 SYS | 1.48000 4943.20| 1.48000 4943.20|
STRAW MAT | | |
0072 622-05640 26.000 EACH | 82.50000 2145.00| 82.50000 2145.00|
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0073 622-05651 21.000 EACH | 570.00000 11970.00| 670.00000 14070.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -6
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 622-52436 5.000 EACH | 30.00000 150.00| 30.00000 150.00|
SIGN, DO NOT MOW OR SPRAY | | |
0075 715-05048 4305.000 LFT | 5.50000 23677.50| 7.00000 30135.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0076 715-05053 444.000 LFT | 35.00000 15540.00| 23.00000 10212.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0077 715-05149 1351.000 LFT | 20.00000 27020.00| 19.76000 26695.76|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0078 715-05151 14.000 LFT | 30.00000 420.00| 22.22000 311.08|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0079 715-05152 1461.000 LFT | 40.00000 58440.00| 42.80000 62530.80|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0080 715-05154 339.000 LFT | 45.00000 15255.00| 61.74000 20929.86|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0081 715-05161 318.000 LFT | 110.00000 34980.00| 116.89000 37171.02|
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0082 715-09064 3483.000 LFT | 1.50000 5224.50| 1.00000 3483.00|
VIDEO INSPECTION FOR PIPE | | |
0083 715-46000 1.000 EACH | 550.00000 550.00| 200.00000 200.00|
PIPE END SECTION, 12 IN. | | |
0084 715-46010 3.000 EACH | 650.00000 1950.00| 375.00000 1125.00|
PIPE END SECTION, 18 IN. | | |
0085 715-46020 1.000 EACH | 750.00000 750.00| 625.00000 625.00|
PIPE END SECTION, 24 IN. | | |
0086 718-06529 7.000 EACH | 1900.00000 13300.00| 175.00000 1225.00|
OUTLET PROTECTOR, 2 | | |
0087 718-06532 3000.000 LFT | 0.75000 2250.00| 0.75000 2250.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0088 718-52610 200.000 CYS | 45.00000 9000.00| 75.00000 15000.00|
AGGREGATE FOR UNDERDRAINS | | |
0089 718-99153 2972.000 SYS | 1.75000 5201.00| 1.50000 4458.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0090 720-01092 3.000 EACH | 4000.00000 12000.00| 3300.00000 9900.00|
MANHOLE, J15, MODIFIED | | |
0091 720-07301 4.000 EACH | 2500.00000 10000.00| 2250.00000 9000.00|
INLET TYPE HA | | |
0092 720-07301 4.000 EACH | 2500.00000 10000.00| 2250.00000 9000.00|
INLET TYPE HA , MODIFIED | | |
0093 720-44000 4.000 EACH | 750.00000 3000.00| 375.00000 1500.00|
CASTING, ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -7
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 720-44055 1.000 EACH | 1000.00000 1000.00| 800.00000 800.00|
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0095 720-44080 2.000 EACH | 1500.00000 3000.00| 1300.00000 2600.00|
CASTING, 15, FURNISH AND ADJUST TO GRAD | | |
0096 720-45235 1.000 EACH | 1750.00000 1750.00| 1900.00000 1900.00|
CATCH BASIN, E7 | | |
0097 720-45405 7.000 EACH | 2250.00000 15750.00| 2400.00000 16800.00|
MANHOLE, B4 | | |
0098 720-45615 3.000 LFT | 500.00000 1500.00| 500.00000 1500.00|
STRUCTURE, INLET, RECONSTRUCT | | |
0099 720-93409 1.000 EACH | 2750.00000 2750.00| 2650.00000 2650.00|
INLET, B15, MODIFIED | | |
0100 720-94612 3.000 EACH | 6000.00000 18000.00| 3500.00000 10500.00|
MANHOLE, K4 | | |
0101 720-98174 7.000 EACH | 2750.00000 19250.00| 2650.00000 18550.00|
INLET, B15 | | |
0102 720-98555 11.000 EACH | 2750.00000 30250.00| 2650.00000 29150.00|
INLET, C15 | | |
0103 801-04308 3.000 EACH | 206.00000 618.00| 210.00000 630.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0104 801-06207 21800.000 LFT | 1.03000 22454.00| 0.86000 18748.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0105 801-06211 10.000 EACH | 113.00000 1130.00| 60.00000 600.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0106 801-06212 10.000 EACH | 147.00000 1470.00| 80.00000 800.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0107 801-06218 235.000 LFT | 6.46000 1518.10| 5.20000 1222.00|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0108 801-06469 300.000 LFT | 2.72000 816.00| 1.50000 450.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0109 801-06640 43.000 EACH | 148.00000 6364.00| 168.00000 7224.00|
CONSTRUCTION SIGN, A | | |
0110 801-06645 6.000 EACH | 34.00000 204.00| 45.00000 270.00|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -8
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 801-06775 LUMP | 250000.00000 250000.00| 100000.00000 100000.00|
MAINTAINING TRAFFIC | | |
0112 801-07023 2.000 EACH | 2500.00000 5000.00| 5700.00000 11400.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0113 801-07119 168.000 LFT | 17.86000 3000.48| 10.00000 1680.00|
BARRICADE, III-B | | |
0114 801-08401 3300.000 LFT | 20.00000 66000.00| 9.25000 30525.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0115 801-09133 4.000 EACH | 1600.00000 6400.00| 10800.00000 43200.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0116 801-94295 16.000 EACH | 185.00000 2960.00| 290.00000 4640.00|
SIGNAL HEAD, RELOCATE | | |
0117 802-05701 220.000 LFT | 13.51000 2972.20| 10.10000 2222.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0118 802-07057 371.000 SFT | 30.40000 11278.40| 23.45000 8699.95|
SIGN, PANEL, WITH LEGEND | | |
0119 802-07059 22.000 EACH | 100.00000 2200.00| 35.00000 770.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0120 802-07151 8.000 EACH | 440.00000 3520.00| 535.00000 4280.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0121 802-07159 2.000 EACH | 7245.00000 14490.00| 3600.00000 7200.00|
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, II , FOUNDATION TYPE II FOR | | |
MONOTUBES | | |
0122 802-07275 2.000 EACH | 7500.00000 15000.00| 6500.00000 13000.00|
BOX TRUSS SIGN FOUNDATION, V-C | | |
0123 802-76025 120.000 SFT | 20.50000 2460.00| 13.25000 1590.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0124 802-76035 155.000 SFT | 18.50000 2867.50| 13.40000 2077.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0125 802-76045 51.000 SFT | 29.00000 1479.00| 22.40000 1142.40|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0126 802-76095 1286.000 LBS | 3.66000 4706.76| 3.30000 4243.80|
STRUCTURAL STEEL, BREAKAWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -9
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0127 802-76100 1.000 EACH | 17709.00000 17709.00| 19500.00000 19500.00|
SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | |
0128 803-76120 1.000 EACH | 29158.00000 29158.00| 33500.00000 33500.00|
SPAN OVERHEAD SIGN STRUCTURE, TRI CHORD | | |
TRUSS, DOUBLE END SUPPORT | | |
0129 805-01161 13.000 EACH | 175.00000 2275.00| 145.00000 1885.00|
LOOP DETECTOR, INDUCTIVE, 4 CHANNEL, | | |
AMPLIFIER AND HARNESS | | |
0130 805-01842 13.000 EACH | 659.00000 8567.00| 950.00000 12350.00|
HANDHOLE, SIGNAL | | |
0131 805-01879 1.000 EACH | 280.00000 280.00| 725.00000 725.00|
SIGNAL SERVICE, INSTALL | | |
0132 805-02087 LUMP | 270.00000 270.00| 500.00000 500.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0133 805-02595 4.000 EACH | 118.00000 472.00| 250.00000 1000.00|
CONTROLLER, RESET TIMING | | |
0134 805-06592 3655.000 LFT | 9.95000 36367.25| 14.95000 54642.25|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0135 805-78100 1.000 EACH | 8072.00000 8072.00| 8222.00000 8222.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0136 805-78205 6.000 EACH | 555.00000 3330.00| 630.00000 3780.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0137 805-78215 6.000 EACH | 526.00000 3156.00| 630.00000 3780.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78230 3.000 EACH | 911.00000 2733.00| 1000.00000 3000.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0139 805-78415 4.000 EACH | 1263.00000 5052.00| 1550.00000 6200.00|
SPAN, CATENARY, AND TETHER | | |
0140 805-78420 4.000 EACH | 219.00000 876.00| 300.00000 1200.00|
DISCONNECT HANGER | | |
0141 805-78467 290.000 LFT | 2.14000 620.60| 2.40000 696.00|
SIGNAL CABLE, 3C 8GA. | | |
0142 805-78470 910.000 LFT | 0.40000 364.00| 0.25000 227.50|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -10
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0143 805-78485 1745.000 LFT | 1.20000 2094.00| 2.40000 4188.00|
SIGNAL CABLE, 5C 14GA. | | |
0144 805-78490 565.000 LFT | 1.41000 796.65| 2.50000 1412.50|
SIGNAL CABLE, 7C 14GA. | | |
0145 805-78510 3170.000 LFT | 0.88000 2789.60| 1.95000 6181.50|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0146 805-78746 1609.000 LFT | 5.23000 8415.07| 5.00000 8045.00|
PREFORMED LOOP DETECTORS | | |
0147 805-78785 13.000 EACH | 488.00000 6344.00| 775.00000 10075.00|
SIGNAL DETECTOR HOUSING | | |
0148 805-78795 2050.000 LFT | 8.50000 17425.00| 9.40000 19270.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0149 805-78925 2.000 EACH | 735.00000 1470.00| 700.00000 1400.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0150 805-81032 2.000 EACH | 3662.00000 7324.00| 3700.00000 7400.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0151 805-95889 1694.000 LFT | 0.55000 931.70| 0.80000 1355.20|
WIRE, NO. 10 COPPER, 1C | | |
0152 805-98336 387.000 LFT | 10.68000 4133.16| 8.25000 3192.75|
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0153 805-98540 6.000 EACH | 2100.00000 12600.00| 2100.00000 12600.00|
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |
POLE | | |
0154 807-02191 3.000 EACH | 659.00000 1977.00| 950.00000 2850.00|
HANDHOLE, LIGHTING | | |
0155 807-02370 7.000 EACH | 406.00000 2842.00| 750.00000 5250.00|
LIGHT STRUCTURE, REMOVE AND RESET | | |
0156 807-02428 12.000 EACH | 794.00000 9528.00| 900.00000 10800.00|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0157 807-07580 3479.000 LFT | 8.55000 29745.45| 9.30000 32354.70|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0158 807-84866 5.000 EACH | 2155.00000 10775.00| 2500.00000 12500.00|
LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0159 807-86910 14.000 EACH | 26.43000 370.02| 30.00000 420.00|
CONNECTOR KIT, UNFUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -11
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0160 807-86915 14.000 EACH | 26.43000 370.02| 30.00000 420.00|
CONNECTOR KIT, FUSED | | |
0161 807-86925 39.000 EACH | 29.30000 1142.70| 19.00000 741.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0162 807-86935 43.000 EACH | 25.14000 1081.02| 17.00000 731.00|
INSULATION LINK, WATERPROOFED | | |
0163 807-86955 12.000 EACH | 55.00000 660.00| 45.00000 540.00|
CABLE DUCT MARKER | | |
0164 807-87450 4.000 EACH | 214.00000 856.00| 250.00000 1000.00|
TRANSFORMER BASE, FURNISH | | |
0165 807-97289 5.000 EACH | 232.00000 1160.00| 230.00000 1150.00|
LUMINAIRE, HIGH PRESSURE SODIUM, 250 | | |
WATT, 240 VOLTS REGULAT OR WITH BALLAST | | |
, 240 VOLTS REGLATOR BALLAST | | |
0166 808-01045 100.000 LFT | 0.78000 78.00| 3.60000 360.00|
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0167 808-03002 285.000 LFT | 0.85000 242.25| 0.90000 256.50|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0168 808-03631 1975.000 LFT | 0.85000 1678.75| 0.65000 1283.75|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0169 808-03632 690.000 LFT | 0.85000 586.50| 0.75000 517.50|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0170 808-04896 130.000 LFT | 0.85000 110.50| 0.90000 117.00|
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0171 808-05534 1670.000 LFT | 1.70000 2839.00| 1.80000 3006.00|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0172 808-05535 1040.000 LFT | 3.40000 3536.00| 6.20000 6448.00|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0173 808-06701 850.000 LFT | 0.78000 663.00| 0.40000 340.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0174 808-06703 3890.000 LFT | 0.78000 3034.20| 0.40000 1556.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0175 808-06705 1430.000 LFT | 1.56000 2230.80| 1.30000 1859.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0176 808-06713 335.000 LFT | 0.78000 261.30| 0.60000 201.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 259 -12
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 259 CONTRACT ID : R -29378-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-0918397 |( )
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0177 808-06716 3860.000 LFT | 0.48000 1852.80| 0.35000 1351.00|
LINE, REMOVE | | |
0178 808-74807 8.000 EACH | 107.00000 856.00| 120.00000 960.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0179 808-74808 6.000 EACH | 142.00000 852.00| 170.00000 1020.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0180 808-75015 220.000 LFT | 2.25000 495.00| 2.00000 440.00|
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
0181 808-75240 25.000 LFT | 0.78000 19.50| 1.00000 25.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0182 808-75245 3535.000 LFT | 0.78000 2757.30| 0.40000 1414.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0183 808-75272 315.000 LFT | 2.35000 740.25| 3.85000 1212.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0184 808-75297 215.000 LFT | 4.70000 1010.50| 3.85000 827.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0185 808-75320 46.000 EACH | 74.00000 3404.00| 85.00000 3910.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0186 808-75325 17.000 EACH | 98.00000 1666.00| 125.00000 2125.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0187 808-75996 90.000 EACH | 10.00000 900.00| 20.00000 1800.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0188 808-75998 110.000 EACH | 54.65000 6011.50| 54.65000 6011.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0189 808-98796 110.000 LFT | 0.78000 85.80| 3.60000 396.00|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
SECTION TOTALS | $ 3,969,627.07| $ 4,124,924.44| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,969,627.07| $ 4,124,924.44| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 62
CONTRACT TIME : 11/12/07 COMPLETION DATE
CONTRACT DESCRIPTION : PROJECT(S) : 0501255
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 644,931.00 100.0000%
2 35-1339168 LAPORTE CONSTRUCTION CO $ 699,872.64 108.5190%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1339168 |( )
|RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LANDSCAPING AND SCENIC BEATIFICATION
| | |
0001 105-06845 LUMP | 43400.74000 43400.74| 4676.34000 4676.34|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2500.00000 15000.00|
FIELD OFFICE, B | | |
0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 32000.00000 32000.00| 34000.00000 34000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 70000.00000 70000.00| 47932.77000 47932.77|
CLEARING RIGHT OF WAY | | |
0010 202-02240 54.900 SYS | 38.00000 2086.20| 25.00000 1372.50|
PAVEMENT REMOVAL | | |
0011 202-96151 LUMP | 315.00000 315.00| 2500.00000 2500.00|
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0012 203-02000 511.000 CYS | 45.00000 22995.00| 40.00000 20440.00|
EXCAVATION, COMMON | | |
0013 210-04181 3.000 EACH | 400.00000 1200.00| 900.00000 2700.00|
BICYCLE RACK | | |
0014 210-07642 207.000 CYS | 95.50000 19768.50| 95.50000 19768.50|
SOIL PREPARATION , PLANTING SOIL MIXTUR | | |
0015 211-07454 470.400 CYS | 10.00000 4704.00| 35.08000 16501.63|
STRUCTURE BACKFILL | | |
0016 301-07448 416.900 TON | 34.00000 14174.60| 35.00000 14591.50|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 304-07490 60.000 TON | 160.00000 9600.00| 137.00000 8220.00|
HMA PATCHING, TYPE B FULL DEPTH, ROAD, | | |
ALLEY, PARKING LOT | | |
0018 306-08034 174.000 SYS | 10.00000 1740.00| 24.49000 4261.26|
MILLING, ASPHALT, 1 1/2 IN. 3.5' WIDTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1339168 |( )
|RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 402-07432 218.000 TON | 85.00000 18530.00| 73.00000 15914.00|
HMA SURFACE, TYPE A | | |
0020 406-05521 2637.000 SYS | 0.01000 26.37| 0.01000 26.37|
ASPHALT FOR TACK COAT | | |
0021 604-04740 3123.000 SFT | 6.90000 21548.70| 12.91000 40317.93|
PAVERS | | |
0022 604-07896 80.000 SYS | 113.00000 9040.00| 243.10000 19448.00|
CURB RAMP, CONCRETE, B | | |
0023 604-91531 633.000 SYS | 55.00000 34815.00| 71.08000 44993.64|
SIDEWALK, CONCRETE, 4 IN. | | |
0024 605-06090 325.000 LFT | 31.50000 10237.50| 42.47000 13802.75|
CURB, INTEGRAL, CONCRETE 6' WIDTH | | |
0025 605-06120 510.000 LFT | 31.00000 15810.00| 61.27000 31247.70|
CURB, CONCRETE | | |
0026 605-06120 758.000 LFT | 21.00000 15918.00| 30.83000 23369.14|
CURB, CONCRETE 6" X 6" EXTRUDED CURB | | |
0027 605-95635 1047.000 LFT | 26.00000 27222.00| 31.81000 33305.07|
CURB, CONCRETE, INTEGRAL, MODIFIED | | |
0028 610-08446 580.400 SYS | 51.00000 29600.40| 96.49000 56002.80|
PCCP FOR APPROACHES, 6 IN. | | |
0029 611-03671 4.000 EACH | 1200.00000 4800.00| 1678.64000 6714.56|
TRASH RECEPTACLE | | |
0030 621-06574 97.200 SYS | 19.70000 1914.84| 19.70000 1914.84|
SODDING | | |
0031 621-98038 60.000 CYS | 88.00000 5280.00| 88.00000 5280.00|
MULCH, HARDWOOD SHREDDED BARK | | |
0032 622-05639 41.000 EACH | 88.00000 3608.00| 86.00000 3526.00|
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. , GREEN VELVET BOXWOOD 18" | | |
0033 622-05639 52.000 EACH | 52.00000 2704.00| 52.00000 2704.00|
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. , NEON FLASH, MAGIC CARPET SPIREA | | |
0034 622-05640 11.000 EACH | 63.00000 693.00| 63.00000 693.00|
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. , MOHAWK VIBURNUM, 30" X 30" | | |
0035 622-05642 26.000 EACH | 119.00000 3094.00| 119.00000 3094.00|
PLANT, DECIDUOUS SHRUB, OVER 48 IN. , | | |
MISS KIM LILAC, ALPINE CURRANT | | |
0036 622-05642 10.000 EACH | 139.50000 1395.00| 139.50000 1395.00|
PLANT, DECIDUOUS SHRUB, OVER 48 IN. , | | |
TECHNY ARBORVITAE, 5' | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1339168 |( )
|RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 622-05651 15.000 EACH | 530.00000 7950.00| 530.00000 7950.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. , SUGAR MAPLE, | | |
HONEY LOCUST | | |
0038 622-05653 4.000 EACH | 55.75000 223.00| 55.75000 223.00|
PLANT, GROUND COVER , BROADMOOR JUNIPER | | |
2 GALLON | | |
0039 622-05654 10.000 EACH | 28.50000 285.00| 28.50000 285.00|
PLANT, PERENNIAL , FLAME GRASS, 2 GALLO | | |
0040 622-05654 14.000 EACH | 28.50000 399.00| 28.50000 399.00|
PLANT, PERENNIAL , REED GRASS, 2 GALLON | | |
0041 622-05654 16.000 EACH | 28.50000 456.00| 28.50000 456.00|
PLANT, PERENNIAL , SWITCH GRASS, 1 | | |
GALLON | | |
0042 622-99101 181.000 EACH | 14.00000 2534.00| 14.00000 2534.00|
PLANT, DAY LILIES , DAYLILLIES, 1 GALLO | | |
0043 704-04850 90.900 SYS | 90.00000 8181.00| 12.50000 1136.25|
CONCRETE CMU 8" X 8" X 16", INCLUDES | | |
MORTAR | | |
0044 704-04850 90.900 SYS | 5.00000 454.50| 1.85000 168.17|
CONCRETE CMU WATERPROOFING | | |
0046 712-03812 4.000 EACH | 1585.00000 6340.00| 2200.00000 8800.00|
BENCH | | |
0047 715-02889 79.000 LFT | 150.00000 11850.00| 63.09000 4984.11|
SERVICE LINE, 1 IN. INCLUDES TRENCHING | | |
0048 720-02485 1.000 EACH | 1800.00000 1800.00| 1100.00000 1100.00|
TRENCH DRAIN , LABOR AND MATERIALS | | |
0049 801-06640 18.000 EACH | 155.00000 2790.00| 155.00000 2790.00|
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 9575.00000 9575.00| 20866.11000 20866.11|
MAINTAINING TRAFFIC | | |
0051 801-07119 24.000 LFT | 37.50000 900.00| 37.50000 900.00|
BARRICADE, III-B | | |
0052 802-02158 2.000 EACH | 180.00000 360.00| 180.00000 360.00|
SIGN, PANEL, REMOVE AND REINSTALL | | |
0053 802-04314 13.000 EACH | 1785.00000 23205.00| 1785.00000 23205.00|
SIGN , DECORATIVE 10' POST WITH FINIAL | | |
0054 802-05704 20.000 LFT | 7.50000 150.00| 7.50000 150.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE FOR STOP SIGNS, CLARK & | | |
LINCOLN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1339168 |( )
|RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 802-76035 60.000 SFT | 13.85000 831.00| 13.85000 831.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0056 802-76035 75.000 SFT | 14.25000 1068.75| 14.25000 1068.75|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS Wayfinding, | | |
Parking Locations and Parkin | | |
0057 802-97812 4.000 EACH | 135.00000 540.00| 135.00000 540.00|
STREET NAME IDENTIFICATION SIGN | | |
0058 805-02439 4.000 EACH | 230.00000 920.00| 230.00000 920.00|
CONDUIT RISER, GALVANIZED, 2 IN. | | |
0059 805-04973 260.000 LFT | 10.30000 2678.00| 10.30000 2678.00|
CONDUIT | | |
0060 805-06592 730.000 LFT | 8.00000 5840.00| 8.00000 5840.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0061 805-86838 12746.000 LFT | 1.05000 13383.30| 1.05000 13383.30|
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |
0062 805-86900 15.000 EACH | 80.00000 1200.00| 80.00000 1200.00|
JUNCTION BOX | | |
0063 805-95889 880.000 LFT | 0.75000 660.00| 0.75000 660.00|
WIRE, NO. 10 COPPER, 1C | | |
0064 807-02191 13.000 EACH | 875.00000 11375.00| 875.00000 11375.00|
HANDHOLE, LIGHTING | | |
0066 807-03934 10.000 EACH | 35.00000 350.00| 35.00000 350.00|
LIGHT STRUCTURE, REMOVE | | |
0067 807-03950 22.000 EACH | 900.00000 19800.00| 900.00000 19800.00|
LUMINAIRE, ORNAMENTAL | | |
0068 807-04143 18.000 EACH | 1725.00000 31050.00| 1725.00000 31050.00|
LIGHT STANDARD, 14 FT. E.M.H., 12 FT., | | |
DECORATIVE | | |
0069 807-04671 15.000 EACH | 200.00000 3000.00| 200.00000 3000.00|
OUTLET BOX, ELECTRICAL, WEATHERPROOF | | |
0071 807-08214 1505.000 LFT | 2.75000 4138.75| 2.75000 4138.75|
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0072 807-86805 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00|
SERVICE POINT, I | | |
0073 807-86810 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00|
SERVICE POINT, II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 260 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29388-A COUNTIES : ELKHART
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1339168 |( )
|RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 807-86910 37.000 EACH | 42.00000 1554.00| 42.00000 1554.00|
CONNECTOR KIT, UNFUSED | | |
0075 807-86915 37.000 EACH | 43.00000 1591.00| 43.00000 1591.00|
CONNECTOR KIT, FUSED | | |
0076 807-86920 45.000 EACH | 12.50000 562.50| 12.50000 562.50|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0077 807-86925 40.000 EACH | 16.00000 640.00| 16.00000 640.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0078 807-86930 96.000 EACH | 5.65000 542.40| 5.65000 542.40|
INSULATION LINK, NONWATERPROOFED | | |
0079 807-86935 120.000 EACH | 8.60000 1032.00| 8.60000 1032.00|
INSULATION LINK, WATERPROOFED | | |
0080 807-86950 22.000 EACH | 1.00000 22.00| 1.00000 22.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0081 807-98690 5.000 EACH | 75.00000 375.00| 75.00000 375.00|
HANDHOLE ADJUSTED TO GRADE | | |
0082 808-03439 145.000 LFT | 3.60000 522.00| 7.00000 1015.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0083 808-06713 2350.000 LFT | 0.16000 376.00| 0.50000 1175.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0084 808-06716 230.000 LFT | 0.69000 158.70| 1.00000 230.00|
LINE, REMOVE ELM, LINCOLN & WALNUT | | |
STREETS | | |
0085 808-97222 3.000 EACH | 8.25000 24.75| 150.00000 450.00|
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL PARKING LOTS | | |
0086 807-03934 10.000 EACH | 1.00000 10.00| 1.00000 10.00|
LIGHT STRUCTURE, REMOVE | | |
0087 807-04653 18.000 EACH | 420.00000 7560.00| 420.00000 7560.00|
LIGHTING FOUNDATION | | |
0088 805-04940 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00|
MAST ARM , WALL MOUNT | | |
0089 706-05106 13.000 EACH | 34.50000 448.50| 35.00000 455.00|
CONCRETE , PRECAST WHEEL STOP | | |
SECTION TOTALS | $ 644,931.00| $ 699,872.64| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 644,931.00| $ 699,872.64| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -29532-A COUNTIES : GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/24/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710086
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 508,199.60 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 625,882.00 123.1567%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 280 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 280 CONTRACT ID : R -29532-A COUNTIES : GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MAJOR PAVEMENT PROJECT
| | |
0001 105-07039 5.000 MOS | 1800.00000 9000.00| 1800.00000 9000.00|
FIELD OFFICE, B | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 80.00000 160.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 150.00000 1500.00| 36.00000 360.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 25000.00000 25000.00| 31250.00000 31250.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 301-07448 200.000 TON | 15.00000 3000.00| 20.00000 4000.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0009 303-07449 100.000 TON | 40.00000 4000.00| 20.00000 2000.00|
COMPACTED AGGREGATE, NO. 73 | | |
0010 304-07489 700.000 TON | 100.00000 70000.00| 70.00000 49000.00|
HMA PATCHING, TYPE A | | |
0011 304-07783 105.000 TON | 100.00000 10500.00| 350.00000 36750.00|
HMA PATCHING, TYPE D | | |
0012 503-05240 650.000 LFT | 10.00000 6500.00| 10.00000 6500.00|
D-1 CONTRACTION JOINT | | |
0013 506-06333 1310.000 SYS | 140.00000 183400.00| 80.00000 104800.00|
PCCP PATCHING, FULL DEPTH | | |
0014 507-07505 702.000 EACH | 130.00000 91260.00| 170.00000 119340.00|
RETROFIT LOAD TRANSFER | | |
0015 801-01093 10.000 EACH | 495.00000 4950.00| 675.00000 6750.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0016 801-06207 30000.000 LFT | 0.01000 300.00| 0.62000 18600.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 280 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 280 CONTRACT ID : R -29532-A COUNTIES : GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 801-06640 16.000 EACH | 400.00000 6400.00| 138.00000 2208.00|
CONSTRUCTION SIGN, A | | |
0018 801-06710 400.000 DAY | 1.00000 400.00| 1.00000 400.00|
FLASHING ARROW SIGN | | |
0019 801-06775 LUMP | 65000.00000 65000.00| 207960.50000 207960.50|
MAINTAINING TRAFFIC | | |
0020 801-09133 4.000 EACH | 4000.00000 16000.00| 1865.00000 7460.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0021 801-92448 1600.000 DAY | 0.01000 16.00| 1.75000 2800.00|
CONSTRUCTION SIGNS, MOBILE | | |
0022 808-03631 660.000 LFT | 3.08000 2032.80| 5.65000 3729.00|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0023 808-03632 360.000 LFT | 3.08000 1108.80| 5.65000 2034.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0024 808-05534 30.000 LFT | 6.16000 184.80| 8.40000 252.00|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0025 808-75061 140.000 LFT | 4.28000 599.20| 5.75000 805.00|
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
5 IN. | | |
0026 808-75994 925.000 EACH | 5.00000 4625.00| 7.30000 6752.50|
PRISMATIC REFLECTOR | | |
0027 808-75996 20.000 EACH | 46.00000 920.00| 50.00000 1000.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 20.000 EACH | 60.00000 1200.00| 98.40000 1968.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 508,199.60| $ 625,882.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 508,199.60| $ 625,882.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 315 -1
VENDOR RANKING
CALL ORDER : 315 CONTRACT ID : RS-28710-A COUNTIES : HARRISON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3531011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 913,000.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,002,871.40 109.8435%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 315 -2
TABULATION OF BIDS
ROUTE : 337
CALL ORDER : 315 CONTRACT ID : RS-28710-A COUNTIES : HARRISON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
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 | 2800.00000 2800.00| 4800.00000 4800.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1230.00000 7380.00| 2200.00000 13200.00|
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 | 45600.00000 45600.00| 45000.00000 45000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 202-02278 182.000 LFT | 15.75000 2866.50| 10.30000 1874.60|
CURB, CONCRETE, REMOVE | | |
0008 202-52710 68.000 SYS | 9.95000 676.60| 28.00000 1904.00|
SIDEWALK, CONCRETE, REMOVE | | |
0009 303-01180 1939.000 TON | 19.00000 36841.00| 21.00000 40719.00|
COMPACTED AGGREGATE, NO. 53 | | |
0010 304-07489 225.840 TON | 115.00000 25971.60| 90.00000 20325.60|
HMA PATCHING, TYPE A | | |
0011 306-08033 129650.000 SYS | 0.40000 51860.00| 0.41000 53156.50|
MILLING, ASPHALT, 1 IN. | | |
0012 306-08043 600.000 SYS | 0.90000 540.00| 2.80000 1680.00|
MILLING, TRANSITION | | |
0013 306-08432 13352.000 SYS | 2.00000 26704.00| 1.05000 14019.60|
MILLING, APPROACH | | |
0014 401-07325 10696.000 TON | 43.40000 464206.40| 48.00000 513408.00|
QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | |
0015 402-07450 250.000 TON | 53.00000 13250.00| 60.00000 15000.00|
HMA WEDGE AND LEVEL, TYPE A | | |
0016 406-05520 39.000 TON | 305.00000 11895.00| 460.00000 17940.00|
ASPHALT FOR TACK COAT | | |
0017 604-06070 68.000 SYS | 34.50000 2346.00| 42.00000 2856.00|
SIDEWALK, CONCRETE | | |
0018 604-07900 25.000 SYS | 155.50000 3887.50| 83.00000 2075.00|
CURB RAMP, CONCRETE, F | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 315 -3
TABULATION OF BIDS
ROUTE : 337
CALL ORDER : 315 CONTRACT ID : RS-28710-A COUNTIES : HARRISON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 604-07902 15.000 SYS | 169.00000 2535.00| 101.00000 1515.00|
CURB RAMP, CONCRETE, H | | |
0020 604-07903 10.000 SYS | 161.00000 1610.00| 103.00000 1030.00|
CURB RAMP, CONCRETE, K | | |
0021 605-01870 88.000 LFT | 18.85000 1658.80| 27.00000 2376.00|
CURB, CONCRETE, A | | |
0022 605-06090 94.000 LFT | 15.00000 1410.00| 21.00000 1974.00|
CURB, INTEGRAL, CONCRETE | | |
0023 610-07486 1102.000 TON | 65.00000 71630.00| 82.00000 90364.00|
HMA FOR APPROACHES, TYPE A | | |
0024 621-06574 15.000 SYS | 60.00000 900.00| 5.00000 75.00|
SODDING | | |
0025 720-44000 7.000 EACH | 300.00000 2100.00| 200.00000 1400.00|
CASTING, ADJUST TO GRADE | | |
0026 801-06203 7966.000 LFT | 0.50000 3983.00| 0.35000 2788.10|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06207 7966.000 LFT | 1.00000 7966.00| 0.88000 7010.08|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 35.000 EACH | 115.00000 4025.00| 115.00000 4025.00|
CONSTRUCTION SIGN, A | | |
0029 801-06775 LUMP | 59489.52000 59489.52| 80000.00000 80000.00|
MAINTAINING TRAFFIC | | |
0030 808-06712 1516.000 LFT | 0.09000 136.44| 0.11000 166.76|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0031 808-06713 106212.000 LFT | 0.09000 9559.08| 0.11000 11683.32|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0032 808-06714 99164.000 LFT | 0.09000 8924.76| 0.11000 10908.04|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0033 808-75297 50.000 LFT | 20.00000 1000.00| 7.00000 350.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0034 808-75998 2688.000 EACH | 14.60000 39244.80| 14.60000 39244.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 913,000.00| $ 1,002,871.40| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 913,000.00| $ 1,002,871.40| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 325 -1
VENDOR RANKING
CALL ORDER : 325 CONTRACT ID : RS-28859-A COUNTIES : DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/06/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600361
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 391,765.00 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 396,969.20 101.3284%
3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 529,484.45 135.1536%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 325 -2
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 325 CONTRACT ID : RS-28859-A COUNTIES : DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |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 105-07039 9.000 MOS | 1900.00000 17100.00| 1000.00000 9000.00| 2000.00000 18000.00
FIELD OFFICE, B | | |
0002 109-08440 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 3500.00000 3500.00| 25000.00000 25000.00| 26000.00000 26000.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-02278 540.000 LFT | 10.50000 5670.00| 10.00000 5400.00| 6.25000 3375.00
CURB, CONCRETE, REMOVE | | |
0007 202-02772 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 115.00000 115.00
CASTING, REMOVE | | |
0008 202-52710 272.000 SYS | 18.00000 4896.00| 20.00000 5440.00| 13.25000 3604.00
SIDEWALK, CONCRETE, REMOVE | | |
0009 304-07490 150.000 TON | 85.00000 12750.00| 100.00000 15000.00| 125.00000 18750.00
HMA PATCHING, TYPE B | | |
0010 306-08043 480.000 SYS | 0.25000 120.00| 1.00000 480.00| 1.85000 888.00
MILLING, TRANSITION | | |
0011 306-08432 3626.000 SYS | 0.25000 906.50| 1.00000 3626.00| 2.40000 8702.40
MILLING, APPROACH | | |
0012 306-08563 42219.000 SYS | 0.65000 27442.35| 0.30000 12665.70| 0.45000 18998.55
MILLING ASPHALT, 1 1/4 IN. | | |
0013 401-07321 2344.000 TON | 49.00000 114856.00| 45.00000 105480.00| 59.00000 138296.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0014 402-07433 1139.000 TON | 51.20000 58316.80| 52.00000 59228.00| 58.00000 66062.00
HMA SURFACE, TYPE B | | |
0015 402-07451 50.000 TON | 90.00000 4500.00| 60.00000 3000.00| 72.00000 3600.00
HMA WEDGE AND LEVEL, TYPE B | | |
0016 406-05520 13.000 TON | 280.00000 3640.00| 300.00000 3900.00| 250.00000 3250.00
ASPHALT FOR TACK COAT | | |
0017 604-06070 272.000 SYS | 46.00000 12512.00| 50.00000 13600.00| 53.00000 14416.00
SIDEWALK, CONCRETE | | |
0018 604-07894 11.000 SYS | 245.00000 2695.00| 175.00000 1925.00| 185.00000 2035.00
CURB RAMP, CONCRETE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 325 -3
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 325 CONTRACT ID : RS-28859-A COUNTIES : DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 604-07896 31.000 SYS | 135.00000 4185.00| 175.00000 5425.00| 185.00000 5735.00
CURB RAMP, CONCRETE, B | | |
0020 604-07897 4.000 SYS | 400.00000 1600.00| 175.00000 700.00| 185.00000 740.00
CURB RAMP, CONCRETE, C | | |
0021 604-07898 11.000 SYS | 291.00000 3201.00| 175.00000 1925.00| 185.00000 2035.00
CURB RAMP, CONCRETE, D | | |
0022 604-07899 11.000 SYS | 165.00000 1815.00| 175.00000 1925.00| 185.00000 2035.00
CURB RAMP, CONCRETE, E | | |
0023 604-07900 40.000 SYS | 188.00000 7520.00| 175.00000 7000.00| 185.00000 7400.00
CURB RAMP, CONCRETE, F | | |
0024 604-07901 36.000 SYS | 225.00000 8100.00| 175.00000 6300.00| 185.00000 6660.00
CURB RAMP, CONCRETE, G | | |
0025 605-01870 236.000 LFT | 18.50000 4366.00| 50.00000 11800.00| 52.00000 12272.00
CURB, CONCRETE, A | | |
0026 605-06090 304.000 LFT | 13.50000 4104.00| 42.00000 12768.00| 41.00000 12464.00
CURB, INTEGRAL, CONCRETE | | |
0027 610-07487 299.000 TON | 100.00000 29900.00| 80.00000 23920.00| 110.00000 32890.00
HMA FOR APPROACHES, TYPE B | | |
0028 621-06574 60.000 SYS | 12.00000 720.00| 20.00000 1200.00| 26.00000 1560.00
SODDING | | |
0029 720-01894 1.000 EACH | 1400.00000 1400.00| 1000.00000 1000.00| 850.00000 850.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
0030 720-44000 36.000 EACH | 350.00000 12600.00| 250.00000 9000.00| 465.00000 16740.00
CASTING, ADJUST TO GRADE | | |
0031 801-06203 1388.000 LFT | 0.30000 416.40| 0.50000 694.00| 0.75000 1041.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0032 801-06207 1388.000 LFT | 1.60000 2220.80| 1.00000 1388.00| 1.75000 2429.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0033 801-06640 21.000 EACH | 93.29000 1959.09| 85.00000 1785.00| 110.00000 2310.00
CONSTRUCTION SIGN, A | | |
0034 801-06775 LUMP | 20796.46000 20796.46| 26676.00000 26676.00| 28500.00000 28500.00
MAINTAINING TRAFFIC | | |
0035 805-78470 1875.000 LFT | 0.72000 1350.00| 0.50000 937.50| 0.38000 712.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0036 805-78510 188.000 LFT | 3.00000 564.00| 3.00000 564.00| 3.25000 611.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0037 805-78795 600.000 LFT | 8.00000 4800.00| 8.00000 4800.00| 8.75000 5250.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 325 -4
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 325 CONTRACT ID : RS-28859-A COUNTIES : DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 805-92951 5.000 EACH | 190.00000 950.00| 250.00000 1250.00| 210.00000 1050.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0039 808-03439 300.000 LFT | 3.50000 1050.00| 4.00000 1200.00| 6.60000 1980.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0040 808-04298 2.000 EACH | 290.00000 580.00| 300.00000 600.00| 375.00000 750.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0041 808-06703 16040.000 LFT | 0.29000 4651.60| 0.35000 5614.00| 1.65000 26466.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0042 808-75240 1600.000 LFT | 0.29000 464.00| 0.35000 560.00| 5.50000 8800.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0043 808-75245 7400.000 LFT | 0.29000 2146.00| 0.35000 2590.00| 2.75000 20350.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0044 808-75297 100.000 LFT | 3.50000 350.00| 4.00000 400.00| 8.75000 875.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0045 808-75320 8.000 EACH | 75.00000 600.00| 100.00000 800.00| 83.00000 664.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0046 808-75325 2.000 EACH | 99.00000 198.00| 100.00000 200.00| 110.00000 220.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 391,765.00| $ 396,969.20| $ 529,484.45
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 391,765.00| $ 396,969.20| $ 529,484.45
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/01/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500275
0600516
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 653,380.00 100.0000%
2 35-1139301 E & B PAVING INC $ 755,605.00 115.6456%
3 35-0997978 PHEND & BROWN INC $ 757,782.19 115.9788%
4 35-1120685 WALSH & KELLY INC $ 776,577.76 118.8555%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 848,793.47 129.9081%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -2
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|RIETH RILEY CONSTRUCTION |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 | 5000.10000 5000.10| 5500.00000 5500.00| 3500.00000 3500.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 160.00000 160.00| 60.00000 60.00| 300.00000 300.00
RADIO | | |
0003 105-07039 4.000 MOS | 1450.00000 5800.00| 1740.00000 6960.00| 1800.00000 7200.00
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 200.00000 200.00| 60.00000 60.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 4.000 MOS | 125.00000 500.00| 60.00000 240.00| 60.00000 240.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 4.000 MOS | 100.00000 400.00| 60.00000 240.00| 50.00000 200.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 32000.00000 32000.00| 34600.00000 34600.00| 38000.00000 38000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 203-08607 2200.000 LFT | 0.01000 22.00| 1.00000 2200.00| 2.00000 4400.00
LINEAR GRADING | | |
0013 207-08267 1250.000 SYS | 7.00000 8750.00| 15.00000 18750.00| 12.00000 15000.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 301-07448 425.000 TON | 12.50000 5312.50| 16.00000 6800.00| 20.00000 8500.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0015 303-07449 2015.000 TON | 12.50000 25187.50| 12.00000 24180.00| 18.00000 36270.00
COMPACTED AGGREGATE, NO. 73 | | |
0016 304-07491 500.000 TON | 47.00000 23500.00| 80.00000 40000.00| 120.00000 60000.00
HMA PATCHING, TYPE C | | |
0017 306-08033 102100.000 SYS | 0.25000 25525.00| 0.24000 24504.00| 0.39000 39819.00
MILLING, ASPHALT, 1 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -3
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 275.000 SYS | 0.25000 68.75| 0.24000 66.00| 0.39000 107.25
MILLING, TRANSITION | | |
0019 306-08432 5920.000 SYS | 0.25000 1480.00| 0.10000 592.00| 0.01000 59.20
MILLING, APPROACH | | |
0020 401-06264 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00
PROFILOGRAPH, HMA | | |
0021 401-07322 7800.000 TON | 47.00000 366600.00| 59.00000 460200.00| 52.00000 405600.00
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0022 402-07432 105.000 TON | 47.00000 4935.00| 75.00000 7875.00| 52.00000 5460.00
HMA SURFACE, TYPE A | | |
0023 402-07435 305.000 TON | 37.00000 11285.00| 58.00000 17690.00| 47.00000 14335.00
HMA INTERMEDIATE, TYPE A | | |
0024 406-05520 27.000 TON | 1.00000 27.00| 1.00000 27.00| 1.00000 27.00
ASPHALT FOR TACK COAT | | |
0025 610-07488 330.000 TON | 90.00000 29700.00| 130.00000 42900.00| 110.00000 36300.00
HMA FOR APPROACHES, TYPE C | | |
0026 611-95023 25.000 EACH | 200.00000 5000.00| 120.00000 3000.00| 150.00000 3750.00
MAILBOX ASSEMBLY, RESET | | |
0027 621-06559 2345.000 SYS | 1.00000 2345.00| 0.98000 2298.10| 0.98000 2298.10
MULCHED SEEDING, R | | |
0028 801-06203 2800.000 LFT | 0.30000 840.00| 0.95000 2660.00| 0.66000 1848.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0029 801-06207 2800.000 LFT | 0.70000 1960.00| 0.90000 2520.00| 1.30000 3640.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0030 801-06640 23.000 EACH | 96.00000 2208.00| 109.00000 2507.00| 96.00000 2208.00
CONSTRUCTION SIGN, A | | |
0031 801-06775 LUMP | 60000.00000 60000.00| 5900.26000 5900.26| 25325.00000 25325.00
MAINTAINING TRAFFIC | | |
0032 808-75205 54912.000 LFT | 0.30000 16473.60| 0.28000 15375.36| 0.28000 15375.36
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0033 808-75240 6594.000 LFT | 0.30000 1978.20| 0.28000 1846.32| 0.28000 1846.32
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0034 808-75245 11607.000 LFT | 0.30000 3482.10| 0.28000 3249.96| 0.28000 3249.96
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0035 808-75998 395.000 EACH | 16.50000 6517.50| 18.00000 7110.00| 18.00000 7110.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -4
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-75996 395.000 EACH | 8.25000 3258.75| 2.00000 790.00| 5.00000 1975.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0037 203-02000 430.000 CYS | 2.00000 860.00| 30.00000 12900.00| 24.50000 10535.00
EXCAVATION, COMMON | | |
SECTION TOTALS | $ 653,380.00| $ 755,605.00| $ 757,782.19
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 653,380.00| $ 755,605.00| $ 757,782.19
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -5
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1065659 |( )
|WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 200.00000 200.00| 79.97000 79.97|
RADIO | | |
0003 105-07039 4.000 MOS | 2500.00000 10000.00| 2216.76000 8867.04|
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 200.00000 200.00| 79.97000 79.97|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 4.000 MOS | 200.00000 800.00| 35.99000 143.96|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 4.000 MOS | 200.00000 800.00| 35.99000 143.96|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 38000.00000 38000.00| 42000.00000 42000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 203-08607 2200.000 LFT | 1.00000 2200.00| 0.79000 1738.00|
LINEAR GRADING | | |
0013 207-08267 1250.000 SYS | 6.00000 7500.00| 11.36000 14200.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 301-07448 425.000 TON | 18.00000 7650.00| 19.87000 8444.75|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0015 303-07449 2015.000 TON | 22.00000 44330.00| 5.00000 10075.00|
COMPACTED AGGREGATE, NO. 73 | | |
0016 304-07491 500.000 TON | 120.00000 60000.00| 200.00000 100000.00|
HMA PATCHING, TYPE C | | |
0017 306-08033 102100.000 SYS | 0.60000 61260.00| 0.01000 1021.00|
MILLING, ASPHALT, 1 IN. | | |
0018 306-08043 275.000 SYS | 0.60000 165.00| 0.01000 2.75|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -6
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1065659 |( )
|WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08432 5920.000 SYS | 1.50000 8880.00| 0.01000 59.20|
MILLING, APPROACH | | |
0020 401-06264 LUMP | 4000.00000 4000.00| 12000.00000 12000.00|
PROFILOGRAPH, HMA | | |
0021 401-07322 7800.000 TON | 50.30000 392340.00| 55.25000 430950.00|
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0022 402-07432 105.000 TON | 60.00000 6300.00| 60.14000 6314.70|
HMA SURFACE, TYPE A | | |
0023 402-07435 305.000 TON | 48.00000 14640.00| 50.31000 15344.55|
HMA INTERMEDIATE, TYPE A | | |
0024 406-05520 27.000 TON | 0.01000 0.27| 360.40000 9730.80|
ASPHALT FOR TACK COAT | | |
0025 610-07488 330.000 TON | 100.00000 33000.00| 82.74000 27304.20|
HMA FOR APPROACHES, TYPE C | | |
0026 611-95023 25.000 EACH | 139.00000 3475.00| 132.72000 3318.00|
MAILBOX ASSEMBLY, RESET | | |
0027 621-06559 2345.000 SYS | 0.98000 2298.10| 0.63000 1477.35|
MULCHED SEEDING, R | | |
0028 801-06203 2800.000 LFT | 0.66000 1848.00| 0.17000 476.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0029 801-06207 2800.000 LFT | 1.50000 4200.00| 0.75000 2100.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0030 801-06640 23.000 EACH | 96.00000 2208.00| 96.00000 2208.00|
CONSTRUCTION SIGN, A | | |
0031 801-06775 LUMP | 35000.00000 35000.00| 106032.83000 106032.83|
MAINTAINING TRAFFIC | | |
0032 808-75205 54912.000 LFT | 0.28000 15375.36| 0.28000 15375.36|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0033 808-75240 6594.000 LFT | 0.28000 1846.32| 0.28000 1846.32|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0034 808-75245 11607.000 LFT | 0.28000 3249.96| 0.28000 3249.96|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0035 808-75998 395.000 EACH | 16.45000 6497.75| 16.45000 6497.75|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0036 808-75996 395.000 EACH | 8.00000 3160.00| 2.51000 991.45|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 330 -7
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 330 CONTRACT ID : RS-28888-A COUNTIES : MARSHALL
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1065659 |( )
|WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 203-02000 430.000 CYS | 5.00000 2150.00| 15.62000 6716.60|
EXCAVATION, COMMON | | |
SECTION TOTALS | $ 776,577.76| $ 848,793.47| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 776,577.76| $ 848,793.47| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 335 -1
VENDOR RANKING
CALL ORDER : 335 CONTRACT ID : RS-29118-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0501265
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 397,751.48 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 420,809.00 105.7970%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 335 -2
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 335 CONTRACT ID : RS-29118-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 3715.00000 3715.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 3.000 MOS | 2000.00000 6000.00| 2290.00000 6870.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 125.00000 375.00| 167.00000 501.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 9.000 MOS | 100.00000 900.00| 167.00000 1503.00|
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 | 19000.00000 19000.00| 22000.00000 22000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-07449 20.000 TON | 80.00000 1600.00| 105.00000 2100.00|
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07491 200.000 TON | 120.00000 24000.00| 80.00000 16000.00|
HMA PATCHING, TYPE C | | |
0012 306-08034 51748.000 SYS | 0.68000 35188.64| 0.78000 40363.44|
MILLING, ASPHALT, 1 1/2 IN. | | |
0013 306-08043 430.000 SYS | 0.68000 292.40| 6.30000 2709.00|
MILLING, TRANSITION | | |
0014 306-08432 4728.000 SYS | 1.40000 6619.20| 1.65000 7801.20|
MILLING, APPROACH | | |
0015 401-06264 LUMP | 4000.00000 4000.00| 1696.00000 1696.00|
PROFILOGRAPH, HMA | | |
0016 401-07328 3960.000 TON | 48.25000 191070.00| 52.15000 206514.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0017 406-05520 13.500 TON | 0.01000 0.14| 435.00000 5872.50|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 335 -3
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 335 CONTRACT ID : RS-29118-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 615-06520 2.000 EACH | 470.00000 940.00| 344.00000 688.00|
MONUMENT, RE-ESTABLISH | | |
0019 720-44000 20.000 EACH | 100.00000 2000.00| 524.00000 10480.00|
CASTING, ADJUST TO GRADE | | |
0020 801-06203 2110.000 LFT | 1.20000 2532.00| 1.30000 2743.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0021 801-06207 2110.000 LFT | 1.00000 2110.00| 1.50000 3165.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0022 801-06640 20.000 EACH | 100.00000 2000.00| 116.00000 2320.00|
CONSTRUCTION SIGN, A | | |
0023 801-06775 LUMP | 20000.00000 20000.00| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0024 805-02441 4080.000 LFT | 0.30000 1224.00| 0.22000 897.60|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0025 805-78795 1020.000 LFT | 9.00000 9180.00| 9.44000 9628.80|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0026 808-06701 2590.000 LFT | 0.33000 854.70| 0.37000 958.30|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0027 808-06703 5600.000 LFT | 0.33000 1848.00| 0.37000 2072.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0028 808-75240 1910.000 LFT | 0.33000 630.30| 0.37000 706.70|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0029 808-75245 10320.000 LFT | 0.33000 3405.60| 0.37000 3818.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0030 808-75297 327.000 LFT | 4.25000 1389.75| 4.70000 1536.90|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75320 58.000 EACH | 60.00000 3480.00| 66.67000 3866.86|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0032 808-75325 34.000 EACH | 86.00000 2924.00| 95.50000 3247.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0033 808-75996 513.000 EACH | 5.00000 2565.00| 9.30000 4770.90|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 335 -4
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 335 CONTRACT ID : RS-29118-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0034 808-75998 513.000 EACH | 18.75000 9618.75| 20.80000 10670.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0035 610-07488 390.000 TON | 100.00000 39000.00| 81.00000 31590.00|
HMA FOR APPROACHES, TYPE C | | |
SECTION TOTALS | $ 397,751.48| $ 420,809.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 397,751.48| $ 420,809.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : RS-29173-A COUNTIES : PARKE PUTNAM
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600104
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,288,288.26 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,374,500.00 106.6920%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 340 -2
TABULATION OF BIDS
ROUTE : US 36
CALL ORDER : 340 CONTRACT ID : RS-29173-A COUNTIES : PARKE PUTNAM
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |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 | 1717.26000 1717.26| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 200.00000 200.00| 100.00000 100.00|
RADIO | | |
0003 105-07038 9.000 MOS | 2075.00000 18675.00| 2300.00000 20700.00|
FIELD OFFICE, A | | |
0004 105-08520 1.000 EACH | 200.00000 200.00| 100.00000 100.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 9.000 MOS | 87.00000 783.00| 100.00000 900.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 9.000 MOS | 87.00000 783.00| 100.00000 900.00|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 64500.00000 64500.00| 59949.45000 59949.45|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-93741 13.000 EACH | 525.00000 6825.00| 225.00000 2925.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0013 203-02070 65.000 CYS | 50.71000 3296.15| 85.00000 5525.00|
BORROW | | |
0014 203-08607 1268.750 LFT | 2.16000 2740.50| 20.00000 25375.00|
LINEAR GRADING | | |
0015 303-01180 650.000 TON | 16.44000 10686.00| 40.00000 26000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0016 303-07449 1991.500 TON | 17.73000 35309.30| 28.00000 55762.00|
COMPACTED AGGREGATE, NO. 73 | | |
0017 304-07490 354.360 TON | 174.21000 61733.06| 180.00000 63784.80|
HMA PATCHING, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 340 -3
TABULATION OF BIDS
ROUTE : US 36
CALL ORDER : 340 CONTRACT ID : RS-29173-A COUNTIES : PARKE PUTNAM
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08033 172651.230 SYS | 0.81000 139847.50| 0.50000 86325.62|
MILLING, ASPHALT, 1 IN. | | |
0019 306-08043 560.000 SYS | 0.86000 481.60| 3.00000 1680.00|
MILLING, TRANSITION | | |
0020 306-08432 7191.690 SYS | 2.03000 14599.13| 3.00000 21575.07|
MILLING, APPROACH | | |
0021 401-06264 LUMP | 5817.76000 5817.76| 4000.00000 4000.00|
PROFILOGRAPH, HMA | | |
0022 401-07321 14289.920 TON | 48.95000 699491.58| 50.00000 714496.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0023 406-05520 43.300 TON | 327.00000 14159.10| 315.00000 13639.50|
ASPHALT FOR TACK COAT | | |
0024 601-01846 3.000 EACH | 1755.00000 5265.00| 1755.00000 5265.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0025 601-94689 9.000 EACH | 3400.00000 30600.00| 2400.00000 21600.00|
GUARDRAIL END TREATMENT, OS | | |
0026 601-99105 368.750 LFT | 17.60000 6490.00| 17.60000 6490.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0027 610-07487 593.320 TON | 111.73000 66291.64| 125.00000 74165.00|
HMA FOR APPROACHES, TYPE B | | |
0028 612-04315 7.000 TON | 2240.00000 15680.00| 2240.00000 15680.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0029 612-60410 114.000 EACH | 32.00000 3648.00| 32.00000 3648.00|
DRILLED HOLE FOR UNDERSEAL | | |
0030 615-06505 4.000 EACH | 1230.00000 4920.00| 930.00000 3720.00|
MONUMENT, B | | |
0031 615-06525 4.000 EACH | 1300.00000 5200.00| 1150.00000 4600.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0032 801-03290 2.000 EACH | 400.00000 800.00| 415.00000 830.00|
CONSTRUCTION SIGN, C | | |
0033 801-06640 32.000 EACH | 150.00000 4800.00| 155.00000 4960.00|
CONSTRUCTION SIGN, A | | |
0034 801-06775 LUMP | 16725.68000 16725.68| 70000.00000 70000.00|
MAINTAINING TRAFFIC | | |
0035 808-06703 107458.000 LFT | 0.25000 26864.50| 0.26000 27939.08|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0036 808-75240 10720.000 LFT | 0.25000 2680.00| 0.26000 2787.20|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 340 -4
TABULATION OF BIDS
ROUTE : US 36
CALL ORDER : 340 CONTRACT ID : RS-29173-A COUNTIES : PARKE PUTNAM
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-75245 47703.000 LFT | 0.25000 11925.75| 0.26000 12402.78|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0038 808-75996 1213.000 EACH | 3.75000 4548.75| 5.50000 6671.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 1,288,288.26| $ 1,374,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,288,288.26| $ 1,374,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 345 -1
VENDOR RANKING
CALL ORDER : 345 CONTRACT ID : RS-29252-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501264
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 779,107.78 100.0000%
2 35-1120685 WALSH & KELLY INC $ 790,623.19 101.4780%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 345 -2
TABULATION OF BIDS
ROUTE : SR39
CALL ORDER : 345 CONTRACT ID : RS-29252-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 3000.00000 3000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1825.00000 10950.00| 1600.00000 9600.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 165.00000 495.00| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 18.000 MOS | 165.00000 2970.00| 100.00000 1800.00|
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 | 38950.00000 38950.00| 37000.00000 37000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-07449 3399.700 TON | 15.00000 50995.50| 18.00000 61194.60|
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07490 100.000 TON | 75.00000 7500.00| 130.00000 13000.00|
HMA PATCHING, TYPE B MAINLINE | | |
0012 304-07490 600.000 TON | 75.00000 45000.00| 90.00000 54000.00|
HMA PATCHING, TYPE B SHOULDER | | |
0013 306-08033 102640.800 SYS | 0.54000 55426.03| 0.50000 51320.40|
MILLING, ASPHALT, 1 IN. | | |
0014 306-08043 871.500 SYS | 4.15000 3616.73| 0.50000 435.75|
MILLING, TRANSITION | | |
0015 306-08432 7025.000 SYS | 1.37000 9624.25| 1.00000 7025.00|
MILLING, APPROACH | | |
0016 401-06264 LUMP | 2800.00000 2800.00| 4000.00000 4000.00|
PROFILOGRAPH, HMA | | |
0017 401-07321 8470.000 TON | 45.18000 382674.60| 47.00000 398090.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 345 -3
TABULATION OF BIDS
ROUTE : SR39
CALL ORDER : 345 CONTRACT ID : RS-29252-A COUNTIES : LAPORTE
LETTING DATE : 05/16/07 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 406-05520 27.000 TON | 440.00000 11880.00| 0.01000 0.27|
ASPHALT FOR TACK COAT | | |
0019 610-07487 580.000 TON | 64.00000 37120.00| 125.00000 72500.00|
HMA FOR APPROACHES, TYPE B | | |
0020 715-01662 1000.000 LFT | 10.87000 10870.00| 10.00000 10000.00|
PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | |
0021 801-06203 3091.000 LFT | 0.92000 2843.72| 0.85000 2627.35|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0022 801-06207 3091.000 LFT | 1.23000 3801.93| 1.00000 3091.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0023 801-06640 25.000 EACH | 103.26000 2581.50| 95.00000 2375.00|
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 45000.00000 45000.00| 30000.00000 30000.00|
MAINTAINING TRAFFIC | | |
0025 808-75205 61664.000 LFT | 0.30000 18499.20| 0.28000 17265.92|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0026 808-75240 7480.000 LFT | 0.30000 2244.00| 0.28000 2094.40|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0027 808-75245 1125.000 LFT | 0.30000 337.50| 0.28000 315.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0028 808-75297 30.000 LFT | 12.23000 366.90| 11.25000 337.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0029 808-75996 389.000 EACH | 10.60000 4123.40| 4.00000 1556.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0030 808-75998 389.000 EACH | 21.68000 8433.52| 19.00000 7391.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 779,107.78| $ 790,623.19| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 779,107.78| $ 790,623.19| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : RS-29286-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/27/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600737
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 667,082.65 100.0000%
2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 684,645.15 102.6327%
3 35-1418333 ROGERS GROUP, INC. $ 689,459.88 103.3545%
4 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 696,839.00 104.4607%
5 35-1139301 E & B PAVING INC $ 706,000.00 105.8340%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 350 -2
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 350 CONTRACT ID : RS-29286-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1418333
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2700.00000 2700.00| 2500.00000 2500.00| 3500.00000 3500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 2175.00000 10875.00| 2500.00000 12500.00| 1750.00000 8750.00
FIELD OFFICE, A | | |
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 | 23000.00000 23000.00| 34200.00000 34200.00| 19000.00000 19000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 303-01180 961.000 TON | 31.50000 30271.50| 25.00000 24025.00| 22.00000 21142.00
COMPACTED AGGREGATE, NO. 53 | | |
0008 304-07490 600.000 TON | 115.00000 69000.00| 105.00000 63000.00| 88.00000 52800.00
HMA PATCHING, TYPE B | | |
0009 306-08034 79783.000 SYS | 0.55000 43880.65| 0.32000 25530.56| 0.60000 47869.80
MILLING, ASPHALT, 1 1/2 IN. | | |
0010 306-08043 1480.000 SYS | 3.70000 5476.00| 0.80000 1184.00| 1.65000 2442.00
MILLING, TRANSITION | | |
0011 306-08432 6458.000 SYS | 2.00000 12916.00| 1.80000 11624.40| 3.20000 20665.60
MILLING, APPROACH | | |
0012 401-07321 6582.500 TON | 48.50000 319251.25| 54.00000 355455.00| 52.65000 346568.63
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0013 402-07451 500.000 TON | 50.00000 25000.00| 65.00000 32500.00| 79.50000 39750.00
HMA WEDGE AND LEVEL, TYPE B | | |
0014 406-05520 24.000 TON | 315.00000 7560.00| 180.00000 4320.00| 220.00000 5280.00
ASPHALT FOR TACK COAT | | |
0015 610-07487 533.000 TON | 100.00000 53300.00| 100.00000 53300.00| 112.00000 59696.00
HMA FOR APPROACHES, TYPE B | | |
0016 615-06525 1.000 EACH | 465.00000 465.00| 350.00000 350.00| 500.00000 500.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0017 801-06203 2637.000 LFT | 0.25000 659.25| 0.52000 1371.24| 0.30000 791.10
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0018 801-06207 2637.000 LFT | 1.20000 3164.40| 2.05000 5405.85| 2.75000 7251.75
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 350 -3
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 350 CONTRACT ID : RS-29286-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1418333
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 23.000 EACH | 215.00000 4945.00| 70.00000 1610.00| 69.00000 1587.00
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 25500.00000 25500.00| 27200.00000 27200.00| 22000.00000 22000.00
MAINTAINING TRAFFIC | | |
0021 805-02503 500.000 LFT | 0.40000 200.00| 0.36000 180.00| 0.35000 175.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0022 805-78510 50.000 LFT | 3.10000 155.00| 3.05000 152.50| 3.00000 150.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0023 805-78795 160.000 LFT | 9.00000 1440.00| 8.75000 1400.00| 8.50000 1360.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0024 805-92951 1.000 EACH | 230.00000 230.00| 230.00000 230.00| 225.00000 225.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0025 808-06712 2100.000 LFT | 0.12000 252.00| 0.26000 546.00| 0.25000 525.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0026 808-06713 55215.000 LFT | 0.12000 6625.80| 0.12000 6625.80| 0.15000 8282.25
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0027 808-06714 43015.000 LFT | 0.12000 5161.80| 0.12000 5161.80| 0.15000 6452.25
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0028 808-75297 120.000 LFT | 10.00000 1200.00| 4.10000 492.00| 4.00000 480.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0029 808-75320 4.000 EACH | 100.00000 400.00| 72.00000 288.00| 70.00000 280.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0030 808-75325 2.000 EACH | 160.00000 320.00| 97.50000 195.00| 95.00000 190.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0031 808-75996 660.000 EACH | 4.85000 3201.00| 5.60000 3696.00| 3.50000 2310.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 662.000 EACH | 15.00000 9930.00| 14.50000 9599.00| 14.25000 9433.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 667,082.65| $ 684,645.15| $ 689,459.88
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 667,082.65| $ 684,645.15| $ 689,459.88
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 350 -4
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 350 CONTRACT ID : RS-29286-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1139301 |( )
| CALUMET ASPHALT PAVING 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 105-06845 LUMP | 2675.00000 2675.00| 3100.00000 3100.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1500.00000 7500.00| 2800.00000 14000.00|
FIELD OFFICE, A | | |
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 | 32000.00000 32000.00| 35000.00000 35000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 303-01180 961.000 TON | 24.75000 23784.75| 35.00000 33635.00|
COMPACTED AGGREGATE, NO. 53 | | |
0008 304-07490 600.000 TON | 144.00000 86400.00| 130.00000 78000.00|
HMA PATCHING, TYPE B | | |
0009 306-08034 79783.000 SYS | 0.85000 67815.55| 0.25000 19945.75|
MILLING, ASPHALT, 1 1/2 IN. | | |
0010 306-08043 1480.000 SYS | 0.85000 1258.00| 0.25000 370.00|
MILLING, TRANSITION | | |
0011 306-08432 6458.000 SYS | 2.00000 12916.00| 0.25000 1614.50|
MILLING, APPROACH | | |
0012 401-07321 6582.500 TON | 51.00000 335707.50| 52.00000 342290.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0013 402-07451 500.000 TON | 70.00000 35000.00| 65.00000 32500.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0014 406-05520 24.000 TON | 300.00000 7200.00| 320.00000 7680.00|
ASPHALT FOR TACK COAT | | |
0015 610-07487 533.000 TON | 78.00000 41574.00| 135.00000 71955.00|
HMA FOR APPROACHES, TYPE B | | |
0016 615-06525 1.000 EACH | 1000.00000 1000.00| 1150.00000 1150.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0017 801-06203 2637.000 LFT | 0.40000 1054.80| 0.01000 26.37|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0018 801-06207 2637.000 LFT | 0.80000 2109.60| 1.65000 4351.05|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 350 -5
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 350 CONTRACT ID : RS-29286-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1139301 |( )
| CALUMET ASPHALT PAVING CO. |E & B PAVING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 23.000 EACH | 69.00000 1587.00| 69.00000 1587.00|
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 10000.00000 10000.00| 30886.23000 30886.23|
MAINTAINING TRAFFIC | | |
0021 805-02503 500.000 LFT | 0.35000 175.00| 0.35000 175.00|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0022 805-78510 50.000 LFT | 3.00000 150.00| 3.00000 150.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0023 805-78795 160.000 LFT | 8.50000 1360.00| 8.50000 1360.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0024 805-92951 1.000 EACH | 225.00000 225.00| 225.00000 225.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0025 808-06712 2100.000 LFT | 0.25000 525.00| 0.25000 525.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0026 808-06713 55215.000 LFT | 0.11000 6073.65| 0.12000 6625.80|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0027 808-06714 43015.000 LFT | 0.11000 4731.65| 0.12000 5161.80|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0028 808-75297 120.000 LFT | 4.00000 480.00| 4.00000 480.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0029 808-75320 4.000 EACH | 70.00000 280.00| 70.00000 280.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0030 808-75325 2.000 EACH | 95.00000 190.00| 95.00000 190.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0031 808-75996 660.000 EACH | 5.50000 3630.00| 5.00000 3300.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 662.000 EACH | 14.25000 9433.50| 14.25000 9433.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 696,839.00| $ 706,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 696,839.00| $ 706,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 05/23/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401161
0401162
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,053,088.40 100.0000%
2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,264,377.50 110.2913%
3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 2,341,955.43 114.0699%
4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,371,236.45 115.4961%
5 35-1310611 DUNCAN ROBERTSON INC $ 2,987,839.97 145.5290%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,992,192.05 145.7410%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -2
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1917625 |( 3 ) 35-1385672
|ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 8000.00000 8000.00| 6950.00000 6950.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 13.000 MOS | 1250.00000 16250.00| 2000.00000 26000.00| 2106.00000 27378.00
FIELD OFFICE, A | | |
0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 102500.00000 102500.00| 113250.00000 113250.00| 117000.00000 117000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 10000.00000 10000.00| 42000.00000 42000.00| 15725.00000 15725.00
CLEARING RIGHT OF WAY | | |
0008 202-02240 2693.500 SYS | 10.00000 26935.00| 22.00000 59257.00| 23.86000 64266.91
PAVEMENT REMOVAL | | |
0009 202-02241 1191.000 LFT | 0.05000 59.55| 0.10000 119.10| 1.00000 1191.00
GUARDRAIL, REMOVE | | |
0010 202-51328 LUMP | 240000.00000 240000.00| 192000.00000 192000.00| 249979.00000 249979.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0011 203-02000 2442.000 CYS | 12.50000 30525.00| 10.00000 24420.00| 24.35000 59462.70
EXCAVATION, COMMON | | |
0012 205-06933 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 122.00000 366.00
TEMPORARY DITCH INLET PROTECTION | | |
0013 207-08266 2556.000 SYS | 4.50000 11502.00| 9.00000 23004.00| 8.95000 22876.20
SUBGRADE TREATMENT, TYPE III | | |
0014 211-07454 290.000 CYS | 37.50000 10875.00| 30.00000 8700.00| 40.00000 11600.00
STRUCTURE BACKFILL | | |
0015 301-07448 1178.000 TON | 20.00000 23560.00| 28.00000 32984.00| 28.00000 32984.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 303-52309 100.000 TON | 22.50000 2250.00| 31.00000 3100.00| 56.55000 5655.00
COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | |
0017 306-08034 320.000 SYS | 6.50000 2080.00| 6.00000 1920.00| 9.24000 2956.80
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -3
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1917625 |( 3 ) 35-1385672
|ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 480.000 SYS | 6.50000 3120.00| 6.00000 2880.00| 7.62000 3657.60
MILLING, TRANSITION | | |
0019 402-07433 744.000 TON | 57.00000 42408.00| 74.75000 55614.00| 67.00000 49848.00
HMA SURFACE, TYPE B | | |
0020 402-07438 930.000 TON | 55.00000 51150.00| 49.75000 46267.50| 51.00000 47430.00
HMA INTERMEDIATE, TYPE B | | |
0021 402-07441 3622.000 TON | 51.00000 184722.00| 46.75000 169328.50| 51.00000 184722.00
HMA BASE, TYPE B | | |
0022 406-05520 4.000 TON | 500.00000 2000.00| 350.00000 1400.00| 400.00000 1600.00
ASPHALT FOR TACK COAT | | |
0023 601-01522 8.000 EACH | 1650.00000 13200.00| 1550.00000 12400.00| 1650.00000 13200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-93346 3.000 EACH | 85.00000 255.00| 80.00000 240.00| 72.00000 216.00
GUARDRAIL CONNECTOR, AS | | |
0025 601-94689 3.000 EACH | 2250.00000 6750.00| 2050.00000 6150.00| 2250.00000 6750.00
GUARDRAIL END TREATMENT, OS | | |
0026 601-94690 2.000 EACH | 3750.00000 7500.00| 3600.00000 7200.00| 3675.00000 7350.00
GUARDRAIL END TREATMENT, MS | | |
0027 601-99105 656.000 LFT | 15.25000 10004.00| 14.00000 9184.00| 16.00000 10496.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 601-99108 337.500 LFT | 22.00000 7425.00| 21.00000 7087.50| 19.00000 6412.50
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0029 602-06729 48.000 EACH | 8.00000 384.00| 10.50000 504.00| 12.00000 576.00
BARRIER DELINEATOR | | |
0031 616-02320 786.000 SYS | 3.00000 2358.00| 2.50000 1965.00| 2.30000 1807.80
GEOTEXTILES | | |
0032 616-05688 716.000 TON | 25.50000 18258.00| 32.00000 22912.00| 27.00000 19332.00
RIPRAP, CLASS 1 | | |
0033 616-06405 188.000 TON | 21.50000 4042.00| 20.00000 3760.00| 23.50000 4418.00
RIPRAP, REVETMENT | | |
0034 619-98427 64.000 EACH | 75.00000 4800.00| 41.00000 2624.00| 55.00000 3520.00
CLEAN DRAINS | | |
0035 621-01004 2.000 EACH | 275.00000 550.00| 550.00000 1100.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-06559 6000.000 SYS | 0.50000 3000.00| 0.45000 2700.00| 0.52000 3120.00
MULCHED SEEDING, R | | |
0037 621-06574 124.000 SYS | 10.00000 1240.00| 18.50000 2294.00| 11.00000 1364.00
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -4
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1917625 |( 3 ) 35-1385672
|ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 702-51005 192.000 CYS | 475.00000 91200.00| 1100.00000 211200.00| 809.00000 155328.00
CONCRETE, A, SUBSTRUCTURE | | |
0039 702-51100 576.000 LBS | 5.00000 2880.00| 13.00000 7488.00| 7.18000 4135.68
DRAIN PIPE, CAST IRON, 6 IN. | | |
0040 702-51110 3872.000 LBS | 4.00000 15488.00| 4.00000 15488.00| 6.25000 24200.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0041 702-51863 256.000 EACH | 10.00000 2560.00| 12.00000 3072.00| 10.54000 2698.24
FIELD DRILLED HOLE IN CONCRETE | | |
0042 703-51030 12244.000 LBS | 0.85000 10407.40| 0.95000 11631.80| 1.26000 15427.44
REINFORCING STEEL | | |
0043 703-51032 258820.000 LBS | 0.90000 232938.00| 1.00000 258820.00| 1.10000 284702.00
REINFORCING STEEL, EPOXY COATED | | |
0044 704-51002 1242.000 CYS | 400.00000 496800.00| 420.00000 521640.00| 372.00000 462024.00
CONCRETE, C, SUPERSTRUCTURE | | |
0045 706-51025 1700.000 LFT | 127.50000 216750.00| 130.00000 221000.00| 127.00000 215900.00
CONCRETE, C, RAILING | | |
0046 709-51821 LUMP | 20500.00000 20500.00| 17000.00000 17000.00| 20750.00000 20750.00
SURFACE SEAL | | |
0047 715-91361 130.000 LFT | 10.00000 1300.00| 15.00000 1950.00| 12.45000 1618.50
PIPE, PVC, 6 IN. | | |
0048 801-04308 2.000 EACH | 500.00000 1000.00| 180.00000 360.00| 222.00000 444.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06203 13300.000 LFT | 0.30000 3990.00| 0.10000 1330.00| 0.08000 1064.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0050 801-06207 1635.000 LFT | 1.25000 2043.75| 2.10000 3433.50| 0.85000 1389.75
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06469 5100.000 LFT | 1.90000 9690.00| 2.35000 11985.00| 1.47000 7497.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0052 801-06640 31.000 EACH | 175.00000 5425.00| 170.00000 5270.00| 129.00000 3999.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 4.000 EACH | 50.00000 200.00| 50.00000 200.00| 29.00000 116.00
CONSTRUCTION SIGN, B | | |
0054 801-06710 420.000 DAY | 15.00000 6300.00| 6.50000 2730.00| 12.00000 5040.00
FLASHING ARROW SIGN | | |
0055 801-06775 LUMP | 22500.00000 22500.00| 20000.00000 20000.00| 46711.54000 46711.54
MAINTAINING TRAFFIC | | |
0056 801-07118 48.000 LFT | 17.50000 840.00| 13.00000 624.00| 9.00000 432.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -5
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1917625 |( 3 ) 35-1385672
|ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-07119 90.000 LFT | 20.00000 1800.00| 16.00000 1440.00| 11.00000 990.00
BARRICADE, III-B | | |
0058 801-07606 400.000 LFT | 12.50000 5000.00| 15.00000 6000.00| 62.78000 25112.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0059 801-52817 2.000 EACH | 18750.00000 37500.00| 20000.00000 40000.00| 33066.00000 66132.00
TEMPORARY CROSSOVER, B | | |
0060 801-97643 1728.000 LFT | 4.50000 7776.00| 3.80000 6566.40| 4.00000 6912.00
TEMPORARY BUZZ STRIPS | | |
0061 808-06711 1046.000 LFT | 0.45000 470.70| 0.30000 313.80| 0.20000 209.20
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0062 808-06713 1330.000 LFT | 0.45000 598.50| 0.29000 385.70| 0.20000 266.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 3230.000 LFT | 0.45000 1453.50| 0.29000 936.70| 0.20000 646.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-06716 2616.000 LFT | 0.75000 1962.00| 0.50000 1308.00| 0.40000 1046.40
LINE, REMOVE | | |
0065 808-75996 19.000 EACH | 15.00000 285.00| 10.00000 190.00| 7.43000 141.17
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 19.000 EACH | 75.00000 1425.00| 63.00000 1197.00| 90.00000 1710.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,053,088.40| $ 2,264,377.50| $ 2,341,955.43
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,053,088.40| $ 2,264,377.50| $ 2,341,955.43
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -6
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1310611 |( 6 ) 35-1618530
|SUNESIS CONSTRUCTION COMPANY |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 11500.00000 11500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 13.000 MOS | 1420.00000 18460.00| 1500.00000 19500.00| 2500.00000 32500.00
FIELD OFFICE, A | | |
0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 110000.00000 110000.00| 150000.00000 150000.00| 150000.00000 150000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0008 202-02240 2693.500 SYS | 20.00000 53870.00| 30.00000 80805.00| 1.00000 2693.50
PAVEMENT REMOVAL | | |
0009 202-02241 1191.000 LFT | 3.00000 3573.00| 2.00000 2382.00| 1.00000 1191.00
GUARDRAIL, REMOVE | | |
0010 202-51328 LUMP | 341390.00000 341390.00| 275000.00000 275000.00| 380000.00000 380000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0011 203-02000 2442.000 CYS | 6.90000 16849.80| 15.00000 36630.00| 10.00000 24420.00
EXCAVATION, COMMON | | |
0012 205-06933 3.000 EACH | 90.00000 270.00| 100.00000 300.00| 100.00000 300.00
TEMPORARY DITCH INLET PROTECTION | | |
0013 207-08266 2556.000 SYS | 2.80000 7156.80| 4.00000 10224.00| 4.00000 10224.00
SUBGRADE TREATMENT, TYPE III | | |
0014 211-07454 290.000 CYS | 25.00000 7250.00| 30.00000 8700.00| 50.00000 14500.00
STRUCTURE BACKFILL | | |
0015 301-07448 1178.000 TON | 29.00000 34162.00| 18.00000 21204.00| 20.00000 23560.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 303-52309 100.000 TON | 20.00000 2000.00| 25.00000 2500.00| 35.00000 3500.00
COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | |
0017 306-08034 320.000 SYS | 6.00000 1920.00| 20.00000 6400.00| 10.00000 3200.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0018 306-08043 480.000 SYS | 6.10000 2928.00| 20.00000 9600.00| 10.00000 4800.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -7
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1310611 |( 6 ) 35-1618530
|SUNESIS CONSTRUCTION COMPANY |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 402-07433 744.000 TON | 75.25000 55986.00| 80.00000 59520.00| 55.00000 40920.00
HMA SURFACE, TYPE B | | |
0020 402-07438 930.000 TON | 50.25000 46732.50| 55.00000 51150.00| 52.00000 48360.00
HMA INTERMEDIATE, TYPE B | | |
0021 402-07441 3622.000 TON | 47.25000 171139.50| 52.00000 188344.00| 51.00000 184722.00
HMA BASE, TYPE B | | |
0022 406-05520 4.000 TON | 315.00000 1260.00| 275.00000 1100.00| 550.00000 2200.00
ASPHALT FOR TACK COAT | | |
0023 601-01522 8.000 EACH | 1600.00000 12800.00| 2000.00000 16000.00| 1600.00000 12800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-93346 3.000 EACH | 80.00000 240.00| 181.00000 543.00| 80.00000 240.00
GUARDRAIL CONNECTOR, AS | | |
0025 601-94689 3.000 EACH | 2100.00000 6300.00| 2800.00000 8400.00| 2050.00000 6150.00
GUARDRAIL END TREATMENT, OS | | |
0026 601-94690 2.000 EACH | 3600.00000 7200.00| 4450.00000 8900.00| 3600.00000 7200.00
GUARDRAIL END TREATMENT, MS | | |
0027 601-99105 656.000 LFT | 14.50000 9512.00| 18.00000 11808.00| 14.50000 9512.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 601-99108 337.500 LFT | 21.00000 7087.50| 30.00000 10125.00| 21.00000 7087.50
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0029 602-06729 48.000 EACH | 10.00000 480.00| 10.00000 480.00| 9.50000 456.00
BARRIER DELINEATOR | | |
0031 616-02320 786.000 SYS | 1.10000 864.60| 4.00000 3144.00| 5.00000 3930.00
GEOTEXTILES | | |
0032 616-05688 716.000 TON | 20.00000 14320.00| 25.00000 17900.00| 25.00000 17900.00
RIPRAP, CLASS 1 | | |
0033 616-06405 188.000 TON | 35.00000 6580.00| 22.00000 4136.00| 28.00000 5264.00
RIPRAP, REVETMENT | | |
0034 619-98427 64.000 EACH | 250.00000 16000.00| 50.00000 3200.00| 165.00000 10560.00
CLEAN DRAINS | | |
0035 621-01004 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 250.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0036 621-06559 6000.000 SYS | 0.35000 2100.00| 0.40000 2400.00| 0.40000 2400.00
MULCHED SEEDING, R | | |
0037 621-06574 124.000 SYS | 10.00000 1240.00| 11.00000 1364.00| 10.00000 1240.00
SODDING | | |
0038 702-51005 192.000 CYS | 1050.00000 201600.00| 1000.00000 192000.00| 3000.00000 576000.00
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -8
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1310611 |( 6 ) 35-1618530
|SUNESIS CONSTRUCTION COMPANY |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 702-51100 576.000 LBS | 15.00000 8640.00| 6.00000 3456.00| 12.00000 6912.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0040 702-51110 3872.000 LBS | 2.00000 7744.00| 4.50000 17424.00| 5.00000 19360.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0041 702-51863 256.000 EACH | 7.30000 1868.80| 20.00000 5120.00| 15.00000 3840.00
FIELD DRILLED HOLE IN CONCRETE | | |
0042 703-51030 12244.000 LBS | 1.00000 12244.00| 0.90000 11019.60| 1.00000 12244.00
REINFORCING STEEL | | |
0043 703-51032 258820.000 LBS | 1.10000 284702.00| 1.00000 258820.00| 1.05000 271761.00
REINFORCING STEEL, EPOXY COATED | | |
0044 704-51002 1242.000 CYS | 375.00000 465750.00| 800.00000 993600.00| 450.00000 558900.00
CONCRETE, C, SUPERSTRUCTURE | | |
0045 706-51025 1700.000 LFT | 130.00000 221000.00| 140.00000 238000.00| 180.00000 306000.00
CONCRETE, C, RAILING | | |
0046 709-51821 LUMP | 25000.00000 25000.00| 18500.00000 18500.00| 20000.00000 20000.00
SURFACE SEAL | | |
0047 715-91361 130.000 LFT | 2.60000 338.00| 5.00000 650.00| 20.00000 2600.00
PIPE, PVC, 6 IN. | | |
0048 801-04308 2.000 EACH | 1150.00000 2300.00| 320.00000 640.00| 200.00000 400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06203 13300.000 LFT | 0.09000 1197.00| 0.18000 2394.00| 0.15000 1995.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0050 801-06207 1635.000 LFT | 0.95000 1553.25| 1.15000 1880.25| 2.15000 3515.25
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06469 5100.000 LFT | 1.60000 8160.00| 2.50000 12750.00| 1.50000 7650.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0052 801-06640 31.000 EACH | 130.00000 4030.00| 230.00000 7130.00| 170.00000 5270.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 4.000 EACH | 30.00000 120.00| 88.00000 352.00| 50.00000 200.00
CONSTRUCTION SIGN, B | | |
0054 801-06710 420.000 DAY | 25.00000 10500.00| 11.50000 4830.00| 10.00000 4200.00
FLASHING ARROW SIGN | | |
0055 801-06775 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 30000.00000 30000.00
MAINTAINING TRAFFIC | | |
0056 801-07118 48.000 LFT | 10.00000 480.00| 17.50000 840.00| 12.50000 600.00
BARRICADE, III-A | | |
0057 801-07119 90.000 LFT | 12.00000 1080.00| 17.50000 1575.00| 15.50000 1395.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 380 -9
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 380 CONTRACT ID : B -29057-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1323837 |( 5 ) 35-1310611 |( 6 ) 35-1618530
|SUNESIS CONSTRUCTION COMPANY |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-07606 400.000 LFT | 25.00000 10000.00| 30.00000 12000.00| 35.00000 14000.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0059 801-52817 2.000 EACH | 40000.00000 80000.00| 65000.00000 130000.00| 45000.00000 90000.00
TEMPORARY CROSSOVER, B | | |
0060 801-97643 1728.000 LFT | 4.50000 7776.00| 2.50000 4320.00| 4.00000 6912.00
TEMPORARY BUZZ STRIPS | | |
0061 808-06711 1046.000 LFT | 0.25000 261.50| 0.22000 230.12| 0.30000 313.80
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0062 808-06713 1330.000 LFT | 0.25000 332.50| 0.22000 292.60| 0.30000 399.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 3230.000 LFT | 0.25000 807.50| 0.22000 710.60| 0.30000 969.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-06716 2616.000 LFT | 0.45000 1177.20| 0.30000 784.80| 0.50000 1308.00
LINE, REMOVE | | |
0065 808-75996 19.000 EACH | 15.00000 285.00| 25.00000 475.00| 20.00000 380.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 19.000 EACH | 85.00000 1615.00| 36.00000 684.00| 65.00000 1235.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,371,236.45| $ 2,987,839.97| $ 2,992,192.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,371,236.45| $ 2,987,839.97| $ 2,992,192.05
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 398 -1
VENDOR RANKING
CALL ORDER : 398 CONTRACT ID : B -29305-B COUNTIES : ALLEN GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 62 HUNTINGTON
CONTRACT TIME : 10/20/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600763
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1602596 ICARUS INDUSTRIAL PAINTING $ 509,000.00 100.0000%
2 35-1841931 VENUS PAINTING COMPANY $ 535,843.00 105.2737%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 398 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 398 CONTRACT ID : B -29305-B COUNTIES : ALLEN GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1841931 |( )
|ICARUS INDUSTRIAL PAINTING |VENUS PAINTING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 250.00000 250.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 200.00000 600.00| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08443 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| 30000.00000 30000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 619-04414 18.000 EACH | 50.00000 900.00| 100.00000 1800.00|
DRAIN EXTENSION | | |
0008 619-05926 LUMP | 500.00000 500.00| 300.00000 300.00|
ENVIRONMENTAL CONTROL Str. No. 1 | | |
0009 619-05926 LUMP | 500.00000 500.00| 300.00000 300.00|
ENVIRONMENTAL CONTROL Str. No. 2 | | |
0010 619-05926 LUMP | 500.00000 500.00| 300.00000 300.00|
ENVIRONMENTAL CONTROL Str. No. 3 | | |
0011 619-05926 LUMP | 70000.00000 70000.00| 300.00000 300.00|
ENVIRONMENTAL CONTROL Str. No. 4 | | |
0012 619-95457 LUMP | 248907.00000 248907.00| 100000.00000 100000.00|
CLEAN AND PAINT STRUCTURAL STEEL Str. | | |
No. 1 | | |
0013 619-95457 LUMP | 60000.00000 60000.00| 260000.00000 260000.00|
CLEAN AND PAINT STRUCTURAL STEEL Str. | | |
No. 2 | | |
0014 619-95457 LUMP | 80000.00000 80000.00| 100000.00000 100000.00|
CLEAN AND PAINT STRUCTURAL STEEL Str. | | |
No. 3 | | |
0015 619-95457 LUMP | 500.00000 500.00| 30000.00000 30000.00|
CLEAN AND PAINT STRUCTURAL STEEL Str. | | |
No. 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 398 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 398 CONTRACT ID : B -29305-B COUNTIES : ALLEN GRANT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1841931 |( )
|ICARUS INDUSTRIAL PAINTING |VENUS PAINTING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00|
SURFACE SEAL Str. No. 1 | | |
0017 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00|
SURFACE SEAL Str. No. 2 | | |
0018 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00|
SURFACE SEAL Str. No. 3 | | |
0019 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00|
SURFACE SEAL Str. No. 4 | | |
0020 801-01093 4.000 EACH | 750.00000 3000.00| 200.00000 800.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-06710 60.000 DAY | 16.50000 990.00| 24.00000 1440.00|
FLASHING ARROW SIGN | | |
0022 801-06775 LUMP | 500.00000 500.00| 300.00000 300.00|
MAINTAINING TRAFFIC Str. No. 1 | | |
0023 801-06775 LUMP | 500.00000 500.00| 300.00000 300.00|
MAINTAINING TRAFFIC Str. No. 2 | | |
0024 801-06775 LUMP | 500.00000 500.00| 300.00000 300.00|
MAINTAINING TRAFFIC Str. No. 3 | | |
0025 801-06775 LUMP | 500.00000 500.00| 300.00000 300.00|
MAINTAINING TRAFFIC Str. No. 4 | | |
0026 801-09133 4.000 EACH | 3200.00000 12800.00| 1000.00000 4000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0027 801-92448 680.000 DAY | 3.75000 2550.00| 5.00000 3400.00|
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 509,000.00| $ 535,843.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 509,000.00| $ 535,843.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/24/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9941018
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 524,350.75 100.0000%
2 35-1673827 HENDERSON, H.E., INC. $ 540,714.73 103.1208%
3 35-1549010 MCALISTER EXCAVATING CO, INC $ 605,427.56 115.4623%
4 35-1357381 DAVE O`MARA CONTRACTOR $ 617,876.19 117.8364%
5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 648,337.40 123.6457%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 782,372.96 149.2079%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -2
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1673827 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |HENDERSON, H.E., INC. |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 19070.00000 19070.00| 9500.00000 9500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1500.00000 13500.00| 1908.00000 17172.00| 2100.00000 18900.00
FIELD OFFICE, B | | |
0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 27500.00000 27500.00| 22260.00000 22260.00| 30000.00000 30000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 10000.00000 10000.00| 7545.00000 7545.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0008 202-02241 196.000 LFT | 8.00000 1568.00| 3.03000 593.88| 5.00000 980.00
GUARDRAIL, REMOVE | | |
0009 202-02286 1.000 EACH | 20000.00000 20000.00| 4633.00000 4633.00| 10000.00000 10000.00
PRESENT STRUCTURE, REMOVE | | |
0010 202-74035 7.000 EACH | 50.00000 350.00| 16.99000 118.93| 50.00000 350.00
SIGN, REMOVE | | |
0011 202-96133 40.000 LFT | 10.00000 400.00| 4.74000 189.60| 40.00000 1600.00
PIPE, REMOVE | | |
0012 203-02000 2911.000 CYS | 10.00000 29110.00| 8.36000 24335.96| 11.00000 32021.00
EXCAVATION, COMMON | | |
0013 203-51223 2419.000 CYS | 10.00000 24190.00| 9.26000 22399.94| 14.00000 33866.00
EXCAVATION, WATERWAY | | |
0014 205-06931 69.000 TON | 15.00000 1035.00| 45.52000 3140.88| 45.00000 3105.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06936 120.000 TON | 15.00000 1800.00| 34.55000 4146.00| 45.00000 5400.00
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 160.000 LFT | 3.00000 480.00| 1.98000 316.80| 2.10000 336.00
TEMPORARY SILT FENCE | | |
0017 207-08266 2459.000 SYS | 3.00000 7377.00| 2.53000 6221.27| 7.00000 17213.00
SUBGRADE TREATMENT, TYPE III | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -3
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1673827 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |HENDERSON, H.E., INC. |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 211-07454 44.000 CYS | 30.00000 1320.00| 48.34000 2126.96| 60.00000 2640.00
STRUCTURE BACKFILL | | |
0019 213-52830 10.800 CYS | 150.00000 1620.00| 135.84000 1467.07| 110.00000 1188.00
FLOWABLE MORTAR | | |
0020 301-07448 1690.000 TON | 15.00000 25350.00| 20.14000 34036.60| 18.00000 30420.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-07455 62.000 CYS | 30.00000 1860.00| 40.77000 2527.74| 22.00000 1364.00
DENSE GRADED SUBBASE | | |
0022 306-08034 106.000 SYS | 20.00000 2120.00| 18.90000 2003.40| 24.00000 2544.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0023 402-07433 253.000 TON | 80.00000 20240.00| 63.94000 16176.82| 66.00000 16698.00
HMA SURFACE, TYPE B | | |
0024 402-07438 520.000 TON | 60.00000 31200.00| 53.41000 27773.20| 55.00000 28600.00
HMA INTERMEDIATE, TYPE B | | |
0025 404-05511 761.000 SYS | 4.50000 3424.50| 7.35000 5593.35| 7.75000 5897.75
SEAL COAT, 2 | | |
0026 406-05521 1583.000 SYS | 0.07000 110.81| 0.11000 174.13| 0.12000 189.96
ASPHALT FOR TACK COAT | | |
0027 601-01701 1.000 EACH | 1760.00000 1760.00| 1680.00000 1680.00| 1775.00000 1775.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0028 601-06374 4.000 EACH | 750.00000 3000.00| 714.00000 2856.00| 750.00000 3000.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-94689 3.000 EACH | 2350.00000 7050.00| 2257.50000 6772.50| 2400.00000 7200.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 406.250 LFT | 16.00000 6500.00| 15.49000 6292.81| 16.00000 6500.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 609-06259 366.800 SYS | 75.00000 27510.00| 54.12000 19851.22| 60.00000 22008.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0032 610-07487 19.000 TON | 110.00000 2090.00| 109.10000 2072.90| 99.00000 1881.00
HMA FOR APPROACHES, TYPE B | | |
0033 611-06497 1.000 EACH | 200.00000 200.00| 183.75000 183.75| 195.00000 195.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06490 18.000 EACH | 130.00000 2340.00| 120.75000 2173.50| 125.00000 2250.00
RIGHT OF WAY MARKER | | |
0035 615-06505 2.000 EACH | 700.00000 1400.00| 656.25000 1312.50| 687.00000 1374.00
MONUMENT, B | | |
0036 616-02320 1077.000 SYS | 3.50000 3769.50| 2.44000 2627.88| 2.75000 2961.75
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -4
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1673827 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |HENDERSON, H.E., INC. |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 616-06405 715.000 TON | 18.00000 12870.00| 22.17000 15851.55| 20.50000 14657.50
RIPRAP, REVETMENT | | |
0038 621-01004 2.000 EACH | 250.00000 500.00| 246.75000 493.50| 300.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-02770 1474.000 SYS | 1.60000 2358.40| 1.50000 2211.00| 1.60000 2358.40
EROSION CONTROL BLANKET | | |
0040 621-06545 0.700 TON | 1000.00000 700.00| 940.80000 658.56| 990.00000 693.00
FERTILIZER | | |
0041 621-06553 226.000 LBS | 3.20000 723.20| 3.06000 691.56| 3.25000 734.50
SEED MIXTURE, R | | |
0042 621-06557 200.000 LBS | 3.35000 670.00| 3.21000 642.00| 3.10000 620.00
SEED MIXTURE, T | | |
0043 621-06565 4.000 TON | 450.00000 1800.00| 415.80000 1663.20| 440.00000 1760.00
MULCHING MATERIAL | | |
0044 621-06567 1.500 kGAL | 2.20000 3.30| 2.10000 3.15| 2.00000 3.00
WATER | | |
0045 621-06574 364.000 SYS | 5.50000 2002.00| 5.09000 1852.76| 5.70000 2074.80
SODDING | | |
0046 622-52436 7.000 EACH | 53.00000 371.00| 48.30000 338.10| 51.00000 357.00
SIGN, DO NOT MOW OR SPRAY | | |
0047 622-91786 315.000 EACH | 10.00000 3150.00| 9.45000 2976.75| 10.00000 3150.00
SEEDLING | | |
0048 622-98200 7.000 EACH | 51.00000 357.00| 48.30000 338.10| 51.00000 357.00
SIGN, DO NOT DISTURB | | |
0049 701-98647 754.000 LFT | 40.00000 30160.00| 47.94000 36146.76| 51.50000 38831.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
203 IN., 14 IN. | | |
0050 701-98648 270.000 LFT | 100.00000 27000.00| 94.14000 25417.80| 77.00000 20790.00
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.203 IN., 14 | | |
IN. | | |
0051 703-51030 14996.000 LBS | 0.80000 11996.80| 0.78000 11696.88| 0.85000 12746.60
REINFORCING STEEL | | |
0052 703-51032 40095.000 LBS | 0.85000 34080.75| 0.89000 35684.55| 1.00000 40095.00
REINFORCING STEEL, EPOXY COATED | | |
0053 704-51002 221.500 CYS | 350.00000 77525.00| 466.31000 103287.67| 475.00000 105212.50
CONCRETE, C, SUPERSTRUCTURE | | |
0054 706-91957 150.000 LFT | 65.00000 9750.00| 61.95000 9292.50| 79.00000 11850.00
BRIDGE RAILING, THRIE BEAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -5
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1673827 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |HENDERSON, H.E., INC. |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 709-51821 LUMP | 3000.00000 3000.00| 1596.00000 1596.00| 1880.00000 1880.00
SURFACE SEAL | | |
0056 715-05121 56.000 LFT | 30.00000 1680.00| 35.15000 1968.40| 32.00000 1792.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0057 715-05169 39.000 LFT | 30.00000 1170.00| 17.64000 687.96| 33.00000 1287.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0058 715-05171 67.000 LFT | 30.00000 2010.00| 21.45000 1437.15| 32.00000 2144.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0059 715-46005 2.000 EACH | 250.00000 500.00| 235.18000 470.36| 325.00000 650.00
PIPE END SECTION, 15 IN. | | |
0060 715-46010 4.000 EACH | 250.00000 1000.00| 256.38000 1025.52| 375.00000 1500.00
PIPE END SECTION, 18 IN. | | |
0061 801-04308 7.000 EACH | 225.00000 1575.00| 267.75000 1874.25| 225.00000 1575.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 16.000 EACH | 80.00000 1280.00| 152.25000 2436.00| 80.00000 1280.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 19.000 EACH | 80.00000 1520.00| 120.75000 2294.25| 80.00000 1520.00
CONSTRUCTION SIGN, A | | |
0064 801-06645 2.000 EACH | 35.00000 70.00| 63.00000 126.00| 38.00000 76.00
CONSTRUCTION SIGN, B | | |
0065 801-06775 LUMP | 3500.00000 3500.00| 3804.80000 3804.80| 4200.00000 4200.00
MAINTAINING TRAFFIC | | |
0066 801-07118 96.000 LFT | 9.00000 864.00| 14.18000 1361.28| 10.00000 960.00
BARRICADE, III-A | | |
0067 801-07119 96.000 LFT | 10.50000 1008.00| 14.18000 1361.28| 12.00000 1152.00
BARRICADE, III-B | | |
0068 802-05701 11.500 LFT | 15.00000 172.50| 13.65000 156.98| 14.50000 166.75
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0069 802-76035 3.850 SFT | 33.00000 127.05| 31.50000 121.28| 34.00000 130.90
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0070 808-06712 165.000 LFT | 0.42000 69.30| 0.32000 52.80| 0.45000 74.25
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0071 808-06713 1650.000 LFT | 0.42000 693.00| 0.32000 528.00| 0.45000 742.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 992.000 LFT | 0.42000 416.64| 0.32000 317.44| 0.45000 446.40
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 524,350.75| $ 540,714.73| $ 605,427.56
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 524,350.75| $ 540,714.73| $ 605,427.56
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -6
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1618530
|DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 9000.00000 9000.00| 7600.00000 7600.00| 12500.00000 12500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1400.00000 12600.00| 2104.00000 18936.00| 2500.00000 22500.00
FIELD OFFICE, B | | |
0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 31000.00000 31000.00| 32400.00000 32400.00| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 30000.00000 30000.00| 3458.00000 3458.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0008 202-02241 196.000 LFT | 7.50000 1470.00| 7.10000 1391.60| 7.25000 1421.00
GUARDRAIL, REMOVE | | |
0009 202-02286 1.000 EACH | 28500.00000 28500.00| 28561.00000 28561.00| 70000.00000 70000.00
PRESENT STRUCTURE, REMOVE | | |
0010 202-74035 7.000 EACH | 175.00000 1225.00| 25.00000 175.00| 30.00000 210.00
SIGN, REMOVE | | |
0011 202-96133 40.000 LFT | 25.00000 1000.00| 45.00000 1800.00| 15.00000 600.00
PIPE, REMOVE | | |
0012 203-02000 2911.000 CYS | 10.80000 31438.80| 16.59000 48293.49| 15.00000 43665.00
EXCAVATION, COMMON | | |
0013 203-51223 2419.000 CYS | 10.30000 24915.70| 15.75000 38099.25| 15.00000 36285.00
EXCAVATION, WATERWAY | | |
0014 205-06931 69.000 TON | 22.00000 1518.00| 64.00000 4416.00| 30.00000 2070.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06936 120.000 TON | 30.00000 3600.00| 43.50000 5220.00| 30.00000 3600.00
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 160.000 LFT | 2.00000 320.00| 4.00000 640.00| 2.00000 320.00
TEMPORARY SILT FENCE | | |
0017 207-08266 2459.000 SYS | 6.50000 15983.50| 9.35000 22991.65| 3.00000 7377.00
SUBGRADE TREATMENT, TYPE III | | |
0018 211-07454 44.000 CYS | 38.00000 1672.00| 58.58000 2577.52| 30.00000 1320.00
STRUCTURE BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -7
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1618530
|DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 213-52830 10.800 CYS | 120.00000 1296.00| 101.78000 1099.22| 175.00000 1890.00
FLOWABLE MORTAR | | |
0020 301-07448 1690.000 TON | 15.00000 25350.00| 25.40000 42926.00| 22.00000 37180.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-07455 62.000 CYS | 50.00000 3100.00| 47.40000 2938.80| 60.00000 3720.00
DENSE GRADED SUBBASE | | |
0022 306-08034 106.000 SYS | 14.00000 1484.00| 30.00000 3180.00| 40.00000 4240.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0023 402-07433 253.000 TON | 75.00000 18975.00| 72.00000 18216.00| 62.00000 15686.00
HMA SURFACE, TYPE B | | |
0024 402-07438 520.000 TON | 57.00000 29640.00| 54.00000 28080.00| 52.00000 27040.00
HMA INTERMEDIATE, TYPE B | | |
0025 404-05511 761.000 SYS | 4.50000 3424.50| 4.10000 3120.10| 7.25000 5517.25
SEAL COAT, 2 | | |
0026 406-05521 1583.000 SYS | 0.07000 110.81| 0.06000 94.98| 0.12000 189.96
ASPHALT FOR TACK COAT | | |
0027 601-01701 1.000 EACH | 1700.00000 1700.00| 1600.00000 1600.00| 1650.00000 1650.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0028 601-06374 4.000 EACH | 720.00000 2880.00| 680.00000 2720.00| 700.00000 2800.00
GUARDRAIL TRANSITION, TGS-1 | | |
0029 601-94689 3.000 EACH | 2300.00000 6900.00| 2150.00000 6450.00| 2200.00000 6600.00
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 406.250 LFT | 15.50000 6296.88| 14.75000 5992.19| 15.00000 6093.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 609-06259 366.800 SYS | 52.00000 19073.60| 61.35000 22503.18| 80.00000 29344.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0032 610-07487 19.000 TON | 110.00000 2090.00| 100.00000 1900.00| 95.00000 1805.00
HMA FOR APPROACHES, TYPE B | | |
0033 611-06497 1.000 EACH | 190.00000 190.00| 175.00000 175.00| 200.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06490 18.000 EACH | 130.00000 2340.00| 115.00000 2070.00| 125.00000 2250.00
RIGHT OF WAY MARKER | | |
0035 615-06505 2.000 EACH | 650.00000 1300.00| 625.00000 1250.00| 650.00000 1300.00
MONUMENT, B | | |
0036 616-02320 1077.000 SYS | 3.00000 3231.00| 2.57000 2767.89| 3.00000 3231.00
GEOTEXTILES | | |
0037 616-06405 715.000 TON | 18.50000 13227.50| 22.00000 15730.00| 25.00000 17875.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -8
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1618530
|DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 2.000 EACH | 260.00000 520.00| 500.00000 1000.00| 250.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-02770 1474.000 SYS | 1.60000 2358.40| 1.70000 2505.80| 1.50000 2211.00
EROSION CONTROL BLANKET | | |
0040 621-06545 0.700 TON | 930.00000 651.00| 360.00000 252.00| 900.00000 630.00
FERTILIZER | | |
0041 621-06553 226.000 LBS | 3.10000 700.60| 2.70000 610.20| 3.00000 678.00
SEED MIXTURE, R | | |
0042 621-06557 200.000 LBS | 3.50000 700.00| 2.50000 500.00| 3.10000 620.00
SEED MIXTURE, T | | |
0043 621-06565 4.000 TON | 450.00000 1800.00| 360.00000 1440.00| 400.00000 1600.00
MULCHING MATERIAL | | |
0044 621-06567 1.500 kGAL | 2.10000 3.15| 20.00000 30.00| 2.50000 3.75
WATER | | |
0045 621-06574 364.000 SYS | 5.10000 1856.40| 7.00000 2548.00| 5.00000 1820.00
SODDING | | |
0046 622-52436 7.000 EACH | 48.00000 336.00| 30.00000 210.00| 50.00000 350.00
SIGN, DO NOT MOW OR SPRAY | | |
0047 622-91786 315.000 EACH | 9.50000 2992.50| 8.00000 2520.00| 10.00000 3150.00
SEEDLING | | |
0048 622-98200 7.000 EACH | 48.00000 336.00| 30.00000 210.00| 50.00000 350.00
SIGN, DO NOT DISTURB | | |
0049 701-98647 754.000 LFT | 65.00000 49010.00| 43.65000 32912.10| 80.00000 60320.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
203 IN., 14 IN. | | |
0050 701-98648 270.000 LFT | 95.00000 25650.00| 107.00000 28890.00| 125.00000 33750.00
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.203 IN., 14 | | |
IN. | | |
0051 703-51030 14996.000 LBS | 0.90000 13496.40| 0.93000 13946.28| 1.00000 14996.00
REINFORCING STEEL | | |
0052 703-51032 40095.000 LBS | 0.95000 38090.25| 0.99000 39694.05| 1.15000 46109.25
REINFORCING STEEL, EPOXY COATED | | |
0053 704-51002 221.500 CYS | 500.00000 110750.00| 466.00000 103219.00| 700.00000 155050.00
CONCRETE, C, SUPERSTRUCTURE | | |
0054 706-91957 150.000 LFT | 63.00000 9450.00| 59.00000 8850.00| 80.00000 12000.00
BRIDGE RAILING, THRIE BEAM | | |
0055 709-51821 LUMP | 2300.00000 2300.00| 1520.00000 1520.00| 1600.00000 1600.00
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 400 -9
TABULATION OF BIDS
ROUTE : CR 100 EAST
CALL ORDER : 400 CONTRACT ID : B -29335-A COUNTIES : JOHNSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1385672 |( 6 ) 35-1618530
|DAVE O`MARA CONTRACTOR |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05121 56.000 LFT | 34.00000 1904.00| 44.74000 2505.44| 40.00000 2240.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0057 715-05169 39.000 LFT | 32.00000 1248.00| 57.00000 2223.00| 40.00000 1560.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0058 715-05171 67.000 LFT | 35.00000 2345.00| 40.00000 2680.00| 40.00000 2680.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0059 715-46005 2.000 EACH | 300.00000 600.00| 370.00000 740.00| 450.00000 900.00
PIPE END SECTION, 15 IN. | | |
0060 715-46010 4.000 EACH | 320.00000 1280.00| 372.00000 1488.00| 500.00000 2000.00
PIPE END SECTION, 18 IN. | | |
0061 801-04308 7.000 EACH | 225.00000 1575.00| 205.00000 1435.00| 225.00000 1575.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 16.000 EACH | 120.00000 1920.00| 71.00000 1136.00| 80.00000 1280.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 19.000 EACH | 120.00000 2280.00| 71.00000 1349.00| 80.00000 1520.00
CONSTRUCTION SIGN, A | | |
0064 801-06645 2.000 EACH | 35.00000 70.00| 31.00000 62.00| 35.00000 70.00
CONSTRUCTION SIGN, B | | |
0065 801-06775 LUMP | 3500.00000 3500.00| 11474.00000 11474.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0066 801-07118 96.000 LFT | 9.00000 864.00| 8.00000 768.00| 10.00000 960.00
BARRICADE, III-A | | |
0067 801-07119 96.000 LFT | 10.50000 1008.00| 9.50000 912.00| 10.00000 960.00
BARRICADE, III-B | | |
0068 802-05701 11.500 LFT | 15.00000 172.50| 13.00000 149.50| 14.00000 161.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0069 802-76035 3.850 SFT | 34.00000 130.90| 30.00000 115.50| 32.00000 123.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0070 808-06712 165.000 LFT | 0.40000 66.00| 0.38000 62.70| 0.40000 66.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0071 808-06713 1650.000 LFT | 0.40000 660.00| 0.38000 627.00| 0.40000 660.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 992.000 LFT | 0.40000 396.80| 0.38000 376.96| 0.40000 396.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 617,876.19| $ 648,337.40| $ 782,372.96
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 617,876.19| $ 648,337.40| $ 782,372.96
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 63
CONTRACT TIME : 08/19/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710004
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 729,495.45 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 918,103.96 125.8547%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,172,899.95 160.7824%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -2
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE AND REPAIR
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 17441.00000 17441.00| 13500.00000 13500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 4.000 MOS | 1500.00000 6000.00| 2228.30000 8913.20| 3000.00000 12000.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 225.00000 450.00| 319.93000 639.86| 500.00000 1000.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 8.000 MOS | 125.00000 1000.00| 180.63000 1445.04| 100.00000 800.00
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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 36250.00000 36250.00| 45905.00000 45905.00| 59000.00000 59000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 160.000 SYS | 20.00000 3200.00| 16.84000 2694.40| 25.00000 4000.00
PAVEMENT REMOVAL | | |
0012 202-02241 1022.000 LFT | 1.80000 1839.60| 1.62000 1655.64| 1.75000 1788.50
GUARDRAIL, REMOVE | | |
0013 202-02279 1553.000 LFT | 7.50000 11647.50| 6.29000 9768.37| 15.00000 23295.00
CURB AND GUTTER, REMOVE | | |
0014 202-51328 LUMP | 82500.00000 82500.00| 155010.89000 155010.89| 133500.00000 133500.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0015 203-02000 856.000 CYS | 15.00000 12840.00| 29.51000 25260.56| 20.00000 17120.00
EXCAVATION, COMMON | | |
0016 203-02070 460.000 CYS | 15.00000 6900.00| 24.36000 11205.60| 25.00000 11500.00
BORROW | | |
0017 206-51817 3999.000 SFT | 17.50000 69982.50| 12.36000 49427.64| 30.00000 119970.00
SHEET PILING, STEEL MINIMUM Ix = 3.02 | | |
in4/ft. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -3
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 207-08263 2875.000 SYS | 7.50000 21562.50| 11.10000 31912.50| 15.00000 43125.00
SUBGRADE TREATMENT, TYPE IA | | |
0019 211-06467 36.000 CYS | 45.00000 1620.00| 46.71000 1681.56| 100.00000 3600.00
AGGREGATE FOR END BENT BACKFILL | | |
0020 211-07454 122.000 CYS | 42.50000 5185.00| 32.18000 3925.96| 100.00000 12200.00
STRUCTURE BACKFILL MINIMUM Ix = 3.02 | | |
in4/ft. | | |
0021 213-08058 22.000 CYS | 90.00000 1980.00| 156.58000 3444.76| 250.00000 5500.00
FLOWABLE BACKFILL | | |
0022 302-07455 34.000 CYS | 45.00000 1530.00| 74.64000 2537.76| 100.00000 3400.00
DENSE GRADED SUBBASE | | |
0023 303-01180 60.000 TON | 23.00000 1380.00| 58.74000 3524.40| 50.00000 3000.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 610.000 SYS | 5.00000 3050.00| 9.25000 5642.50| 15.00000 9150.00
MILLING, TRANSITION | | |
0025 402-07433 205.000 TON | 56.50000 11582.50| 63.99000 13117.95| 53.00000 10865.00
HMA SURFACE, TYPE B | | |
0026 402-07438 367.000 TON | 48.00000 17616.00| 58.32000 21403.44| 45.00000 16515.00
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 1340.000 TON | 45.00000 60300.00| 48.06000 64400.40| 43.00000 57620.00
HMA BASE, TYPE B | | |
0028 406-05521 7800.000 SYS | 0.10000 780.00| 0.11000 858.00| 0.15000 1170.00
ASPHALT FOR TACK COAT | | |
0029 601-01522 4.000 EACH | 1925.00000 7700.00| 1836.00000 7344.00| 1900.00000 7600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-05999 1.000 EACH | 40.00000 40.00| 54.00000 54.00| 35.00000 35.00
CURVED TERMINAL END | | |
0031 601-08433 1.000 EACH | 1250.00000 1250.00| 675.00000 675.00| 1300.00000 1300.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0032 601-94689 3.000 EACH | 2500.00000 7500.00| 2376.00000 7128.00| 2400.00000 7200.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 937.500 LFT | 15.00000 14062.50| 16.20000 15187.50| 15.00000 14062.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 603-06045 80.000 LFT | 27.50000 2200.00| 32.40000 2592.00| 27.00000 2160.00
FENCE, CHAIN LINK, 48 IN. | | |
0035 604-03654 18.700 SYS | 200.00000 3740.00| 167.11000 3124.96| 140.00000 2618.00
BRICK PAVERS, RESET | | |
0036 605-06140 173.000 LFT | 30.00000 5190.00| 28.38000 4909.74| 20.00000 3460.00
CURB AND GUTTER, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -4
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 605-06145 1582.000 LFT | 17.50000 27685.00| 30.99000 49026.18| 14.00000 22148.00
CURB AND GUTTER, B, CONCRETE | | |
0038 609-06259 204.000 SYS | 80.00000 16320.00| 81.53000 16632.12| 200.00000 40800.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0039 616-02320 70.000 SYS | 3.00000 210.00| 6.43000 450.10| 7.50000 525.00
GEOTEXTILES | | |
0040 616-51367 4.400 SYS | 150.00000 660.00| 480.50000 2114.20| 250.00000 1100.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0041 616-93772 4.000 EACH | 200.00000 800.00| 387.38000 1549.52| 200.00000 800.00
INSPECTION HOLE | | |
0042 621-01004 1.000 EACH | 500.00000 500.00| 486.00000 486.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06560 625.000 SYS | 1.50000 937.50| 1.24000 775.00| 1.25000 781.25
MULCHED SEEDING, U | | |
0044 702-51005 9.900 CYS | 1200.00000 11880.00| 1119.04000 11078.50| 3500.00000 34650.00
CONCRETE, A, SUBSTRUCTURE | | |
0045 702-51863 224.000 EACH | 17.50000 3920.00| 10.69000 2394.56| 20.00000 4480.00
FIELD DRILLED HOLE IN CONCRETE | | |
0046 703-51030 1262.000 LBS | 1.00000 1262.00| 0.91000 1148.42| 1.10000 1388.20
REINFORCING STEEL | | |
0047 703-51032 22309.000 LBS | 0.90000 20078.10| 0.99000 22085.91| 1.25000 27886.25
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 71.000 CYS | 695.00000 49345.00| 616.72000 43787.12| 1000.00000 71000.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-03872 65.300 LFT | 52.50000 3428.25| 99.36000 6488.21| 50.00000 3265.00
RAILING, ALUMINUM , RESET | | |
0050 706-05732 4.000 EACH | 1000.00000 4000.00| 3747.69000 14990.76| 4000.00000 16000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0051 706-51020 3.000 CYS | 800.00000 2400.00| 1388.83000 4166.49| 4000.00000 12000.00
CONCRETE, C, RAILING | | |
0052 709-51821 LUMP | 3000.00000 3000.00| 4320.00000 4320.00| 2500.00000 2500.00
SURFACE SEAL | | |
0053 711-51038 LUMP | 25000.00000 25000.00| 33316.70000 33316.70| 50000.00000 50000.00
STRUCTURAL STEEL ERECTION | | |
0054 711-51864 21.000 EACH | 25.00000 525.00| 24.84000 521.64| 24.00000 504.00
DRILLED HOLE STRUCTURAL STEEL | | |
0055 711-51877 LUMP | 58000.00000 58000.00| 90202.50000 90202.50| 150000.00000 150000.00
JACKING AND SUPPORTING BEAMS ERECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -5
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 711-96800 220.000 EACH | 3.50000 770.00| 3.37000 741.40| 3.50000 770.00
STUD SHEAR CONNECTORS FIELD WELDING | | |
0057 715-05149 44.000 LFT | 25.00000 1100.00| 40.89000 1799.16| 200.00000 8800.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0058 715-91361 18.500 LFT | 10.00000 185.00| 72.08000 1333.48| 55.00000 1017.50
PIPE, PVC, 6 IN. FIELD WELDING | | |
0059 720-44000 3.000 EACH | 500.00000 1500.00| 735.63000 2206.89| 550.00000 1650.00
CASTING, ADJUST TO GRADE | | |
0060 720-45605 3.000 LFT | 200.00000 600.00| 789.63000 2368.89| 250.00000 750.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0061 720-98174 4.000 EACH | 2400.00000 9600.00| 2860.38000 11441.52| 3000.00000 12000.00
INLET, B15 | | |
0062 720-98555 2.000 EACH | 2400.00000 4800.00| 3007.50000 6015.00| 3000.00000 6000.00
INLET, C15 | | |
0063 801-04308 3.000 EACH | 300.00000 900.00| 281.88000 845.64| 250.00000 750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 17.000 EACH | 120.00000 2040.00| 90.72000 1542.24| 125.00000 2125.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 22.000 EACH | 150.00000 3300.00| 155.52000 3421.44| 150.00000 3300.00
CONSTRUCTION SIGN, A | | |
0066 801-06775 LUMP | 28000.00000 28000.00| 27378.19000 27378.19| 35000.00000 35000.00
MAINTAINING TRAFFIC | | |
0067 801-07119 84.000 LFT | 15.00000 1260.00| 11.34000 952.56| 13.00000 1092.00
BARRICADE, III-B | | |
0068 801-08401 940.000 LFT | 20.00000 18800.00| 20.20000 18988.00| 50.00000 47000.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
0069 802-07060 3.000 EACH | 250.00000 750.00| 270.00000 810.00| 265.00000 795.00
SIGN, SHEET, RELOCATE , ANCHORED | | |
0070 805-01843 1.000 EACH | 850.00000 850.00| 410.40000 410.40| 400.00000 400.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0071 805-78470 165.000 LFT | 7.00000 1155.00| 0.65000 107.25| 0.65000 107.25
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0072 805-78785 1.000 EACH | 1650.00000 1650.00| 648.00000 648.00| 650.00000 650.00
SIGNAL DETECTOR HOUSING | | |
0073 805-78795 185.000 LFT | 12.50000 2312.50| 17.28000 3196.80| 16.50000 3052.50
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0074 808-03631 519.000 LFT | 4.00000 2076.00| 2.96000 1536.24| 4.00000 2076.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 410 -6
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 410 CONTRACT ID : B -29484-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-03632 519.000 LFT | 4.00000 2076.00| 2.96000 1536.24| 4.00000 2076.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0076 808-06703 1312.000 LFT | 1.00000 1312.00| 0.86000 1128.32| 0.40000 524.80
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-75245 1313.000 LFT | 1.00000 1313.00| 0.86000 1129.18| 0.40000 525.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0078 808-96016 26.000 LFT | 12.00000 312.00| 7.56000 196.56| 2.00000 52.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
SECTION TOTALS | $ 729,495.45| $ 918,103.96| $ 1,172,899.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 729,495.45| $ 918,103.96| $ 1,172,899.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 435 -1
VENDOR RANKING
CALL ORDER : 435 CONTRACT ID : M -28645-A COUNTIES : TIPPECANOE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600043
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING, INC. $ 292,383.00 100.0000%
2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 311,000.00 106.3673%
3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 327,263.00 111.9296%
4 35-1841931 VENUS PAINTING COMPANY $ 345,623.00 118.2090%
5 36-2726271 DAGLAS, A.G. PAINTING CO $ 528,103.00 180.6203%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 435 -2
TABULATION OF BIDS
ROUTE : I65
CALL ORDER : 435 CONTRACT ID : M -28645-A COUNTIES : TIPPECANOE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1602596 |( 3 ) 35-1778430
|CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |SPANOS, N.I. PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-07038 6.000 MOS | 500.00000 3000.00| 400.00000 2400.00| 1400.00000 8400.00
FIELD OFFICE, A | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 250.00000 250.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 100.00000 600.00| 200.00000 1200.00| 100.00000 600.00
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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 15000.00000 15000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 6000.00000 6000.00
ENVIRONMENTAL CONTROL STR. #1 | | |
0009 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 6000.00000 6000.00
ENVIRONMENTAL CONTROL STR. #2 | | |
0010 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 6000.00000 6000.00
ENVIRONMENTAL CONTROL STR. #3 | | |
0011 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 6000.00000 6000.00
ENVIRONMENTAL CONTROL STR. #4 | | |
0012 619-51859 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 35000.00000 35000.00
PAINT STEEL BRIDGE STR. #1 | | |
0013 619-51859 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 35000.00000 35000.00
PAINT STEEL BRIDGE STR. #2 | | |
0014 619-51859 LUMP | 20000.00000 20000.00| 11000.00000 11000.00| 20000.00000 20000.00
PAINT STEEL BRIDGE STR. #3 | | |
0015 619-51859 LUMP | 20000.00000 20000.00| 11000.00000 11000.00| 20000.00000 20000.00
PAINT STEEL BRIDGE STR. #4 | | |
0016 619-61000 LUMP | 60000.00000 60000.00| 62000.00000 62000.00| 50000.00000 50000.00
CLEAN STEEL BRIDGE STR. #1 | | |
0017 619-61000 LUMP | 60000.00000 60000.00| 62000.00000 62000.00| 50000.00000 50000.00
CLEAN STEEL BRIDGE STR. #2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 435 -3
TABULATION OF BIDS
ROUTE : I65
CALL ORDER : 435 CONTRACT ID : M -28645-A COUNTIES : TIPPECANOE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1602596 |( 3 ) 35-1778430
|CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |SPANOS, N.I. PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 619-61000 LUMP | 32000.00000 32000.00| 43436.00000 43436.00| 30500.00000 30500.00
CLEAN STEEL BRIDGE STR. #3 | | |
0019 619-61000 LUMP | 32000.00000 32000.00| 43436.00000 43436.00| 30500.00000 30500.00
CLEAN STEEL BRIDGE STR. #4 | | |
0020 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
SURFACE SEAL STR. #1 | | |
0021 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
SURFACE SEAL STR. #2 | | |
0022 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
SURFACE SEAL STR. #3 | | |
0023 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
SURFACE SEAL STR. #4 | | |
0024 801-01093 12.000 EACH | 20.00000 240.00| 850.00000 10200.00| 50.00000 600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0025 801-06640 22.000 EACH | 20.00000 440.00| 150.00000 3300.00| 20.00000 440.00
CONSTRUCTION SIGN, A | | |
0026 801-06710 150.000 DAY | 20.00000 3000.00| 10.50000 1575.00| 5.00000 750.00
FLASHING ARROW SIGN | | |
0027 801-06775 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
MAINTAINING TRAFFIC STR. #1 | | |
0028 801-06775 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
MAINTAINING TRAFFIC STR. #2 | | |
0029 801-06775 LUMP | 500.00000 500.00| 500.00000 500.00| 10.00000 10.00
MAINTAINING TRAFFIC STR. #3 | | |
0030 801-06775 LUMP | 500.00000 500.00| 500.00000 500.00| 10.00000 10.00
MAINTAINING TRAFFIC STR. #4 | | |
0031 801-09133 2.000 EACH | 1500.00000 3000.00| 4100.00000 8200.00| 100.00000 200.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 292,383.00| $ 311,000.00| $ 327,263.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 292,383.00| $ 311,000.00| $ 327,263.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 435 -4
TABULATION OF BIDS
ROUTE : I65
CALL ORDER : 435 CONTRACT ID : M -28645-A COUNTIES : TIPPECANOE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1841931 |( 5 ) 36-2726271 |( )
|VENUS PAINTING COMPANY |DAGLAS, A.G. PAINTING CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-07038 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00|
FIELD OFFICE, A | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 100.00000 600.00| 100.00000 600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 30000.00000 30000.00| 25000.00000 25000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 619-05926 LUMP | 600.00000 600.00| 2000.00000 2000.00|
ENVIRONMENTAL CONTROL STR. #1 | | |
0009 619-05926 LUMP | 600.00000 600.00| 2000.00000 2000.00|
ENVIRONMENTAL CONTROL STR. #2 | | |
0010 619-05926 LUMP | 600.00000 600.00| 2000.00000 2000.00|
ENVIRONMENTAL CONTROL STR. #3 | | |
0011 619-05926 LUMP | 600.00000 600.00| 2000.00000 2000.00|
ENVIRONMENTAL CONTROL STR. #4 | | |
0012 619-51859 LUMP | 20000.00000 20000.00| 30000.00000 30000.00|
PAINT STEEL BRIDGE STR. #1 | | |
0013 619-51859 LUMP | 20000.00000 20000.00| 30000.00000 30000.00|
PAINT STEEL BRIDGE STR. #2 | | |
0014 619-51859 LUMP | 20000.00000 20000.00| 30000.00000 30000.00|
PAINT STEEL BRIDGE STR. #3 | | |
0015 619-51859 LUMP | 20000.00000 20000.00| 30000.00000 30000.00|
PAINT STEEL BRIDGE STR. #4 | | |
0016 619-61000 LUMP | 60000.00000 60000.00| 80000.00000 80000.00|
CLEAN STEEL BRIDGE STR. #1 | | |
0017 619-61000 LUMP | 60000.00000 60000.00| 80000.00000 80000.00|
CLEAN STEEL BRIDGE STR. #2 | | |
0018 619-61000 LUMP | 50000.00000 50000.00| 80000.00000 80000.00|
CLEAN STEEL BRIDGE STR. #3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 435 -5
TABULATION OF BIDS
ROUTE : I65
CALL ORDER : 435 CONTRACT ID : M -28645-A COUNTIES : TIPPECANOE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1841931 |( 5 ) 36-2726271 |( )
|VENUS PAINTING COMPANY |DAGLAS, A.G. PAINTING CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 619-61000 LUMP | 50000.00000 50000.00| 80000.00000 80000.00|
CLEAN STEEL BRIDGE STR. #4 | | |
0020 709-51821 LUMP | 300.00000 300.00| 2000.00000 2000.00|
SURFACE SEAL STR. #1 | | |
0021 709-51821 LUMP | 300.00000 300.00| 2000.00000 2000.00|
SURFACE SEAL STR. #2 | | |
0022 709-51821 LUMP | 300.00000 300.00| 2000.00000 2000.00|
SURFACE SEAL STR. #3 | | |
0023 709-51821 LUMP | 300.00000 300.00| 2000.00000 2000.00|
SURFACE SEAL STR. #4 | | |
0024 801-01093 12.000 EACH | 50.00000 600.00| 500.00000 6000.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0025 801-06640 22.000 EACH | 10.00000 220.00| 150.00000 3300.00|
CONSTRUCTION SIGN, A | | |
0026 801-06710 150.000 DAY | 10.00000 1500.00| 40.00000 6000.00|
FLASHING ARROW SIGN | | |
0027 801-06775 LUMP | 600.00000 600.00| 6000.00000 6000.00|
MAINTAINING TRAFFIC STR. #1 | | |
0028 801-06775 LUMP | 600.00000 600.00| 6000.00000 6000.00|
MAINTAINING TRAFFIC STR. #2 | | |
0029 801-06775 LUMP | 600.00000 600.00| 1000.00000 1000.00|
MAINTAINING TRAFFIC STR. #3 | | |
0030 801-06775 LUMP | 600.00000 600.00| 1000.00000 1000.00|
MAINTAINING TRAFFIC STR. #4 | | |
0031 801-09133 2.000 EACH | 300.00000 600.00| 4000.00000 8000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 345,623.00| $ 528,103.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 345,623.00| $ 528,103.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 440 -1
VENDOR RANKING
CALL ORDER : 440 CONTRACT ID : M -28648-A COUNTIES : VERMILLION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 017900H
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1602596 ICARUS INDUSTRIAL PAINTING $ 295,000.00 100.0000%
2 35-1841931 VENUS PAINTING COMPANY $ 335,143.00 113.6078%
3 35-2019240 CENTRAL PAINTING, INC. $ 370,103.00 125.4586%
4 36-2726271 DAGLAS, A.G. PAINTING CO $ 487,003.00 165.0858%
5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 541,708.00 183.6298%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 440 -2
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 440 CONTRACT ID : M -28648-A COUNTIES : VERMILLION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1841931 |( 3 ) 35-2019240
|ICARUS INDUSTRIAL PAINTING |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 200.00000 800.00| 80.00000 320.00| 100.00000 400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 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 | 15000.00000 15000.00| 30000.00000 30000.00| 15000.00000 15000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 619-05926 LUMP | 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00
ENVIRONMENTAL CONTROL STR. #1 | | |
0008 619-05926 LUMP | 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00
ENVIRONMENTAL CONTROL STR. #2 | | |
0009 619-51859 LUMP | 36000.00000 36000.00| 20000.00000 20000.00| 60000.00000 60000.00
PAINT STEEL BRIDGE STR. #1 | | |
0010 619-51859 LUMP | 31000.00000 31000.00| 20000.00000 20000.00| 60000.00000 60000.00
PAINT STEEL BRIDGE STR. #2 | | |
0011 619-61000 LUMP | 108000.00000 108000.00| 130000.00000 130000.00| 111000.00000 111000.00
CLEAN STEEL BRIDGE STR. #1 | | |
0012 619-61000 LUMP | 97921.00000 97921.00| 130000.00000 130000.00| 113000.00000 113000.00
CLEAN STEEL BRIDGE STR. #2 | | |
0013 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00
SURFACE SEAL STR. #1 | | |
0014 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00
SURFACE SEAL STR. #2 | | |
0015 801-06640 16.000 EACH | 86.00000 1376.00| 20.00000 320.00| 100.00000 1600.00
CONSTRUCTION SIGN, A | | |
0016 801-06710 150.000 DAY | 11.00000 1650.00| 10.00000 1500.00| 20.00000 3000.00
FLASHING ARROW SIGN | | |
0017 801-06775 LUMP | 500.00000 500.00| 800.00000 800.00| 1000.00000 1000.00
MAINTAINING TRAFFIC STR. #1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 440 -3
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 440 CONTRACT ID : M -28648-A COUNTIES : VERMILLION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1602596 |( 2 ) 35-1841931 |( 3 ) 35-2019240
|ICARUS INDUSTRIAL PAINTING |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06775 LUMP | 500.00000 500.00| 800.00000 800.00| 1000.00000 1000.00
MAINTAINING TRAFFIC STR. #2 | | |
SECTION TOTALS | $ 295,000.00| $ 335,143.00| $ 370,103.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 295,000.00| $ 335,143.00| $ 370,103.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 440 -4
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 440 CONTRACT ID : M -28648-A COUNTIES : VERMILLION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 36-2726271 |( 5 ) 35-1778430 |( )
|DAGLAS, A.G. PAINTING CO |SPANOS, N.I. PAINTING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 200.00000 200.00| 250.00000 250.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 100.00000 400.00| 200.00000 800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08443 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 | 28000.00000 28000.00| 25000.00000 25000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 619-05926 LUMP | 5000.00000 5000.00| 15000.00000 15000.00|
ENVIRONMENTAL CONTROL STR. #1 | | |
0008 619-05926 LUMP | 5000.00000 5000.00| 15000.00000 15000.00|
ENVIRONMENTAL CONTROL STR. #2 | | |
0009 619-51859 LUMP | 70000.00000 70000.00| 70000.00000 70000.00|
PAINT STEEL BRIDGE STR. #1 | | |
0010 619-51859 LUMP | 50000.00000 50000.00| 70000.00000 70000.00|
PAINT STEEL BRIDGE STR. #2 | | |
0011 619-61000 LUMP | 172000.00000 172000.00| 169000.00000 169000.00|
CLEAN STEEL BRIDGE STR. #1 | | |
0012 619-61000 LUMP | 134700.00000 134700.00| 169000.00000 169000.00|
CLEAN STEEL BRIDGE STR. #2 | | |
0013 709-51821 LUMP | 4000.00000 4000.00| 1000.00000 1000.00|
SURFACE SEAL STR. #1 | | |
0014 709-51821 LUMP | 4000.00000 4000.00| 1000.00000 1000.00|
SURFACE SEAL STR. #2 | | |
0015 801-06640 16.000 EACH | 200.00000 3200.00| 130.00000 2080.00|
CONSTRUCTION SIGN, A | | |
0016 801-06710 150.000 DAY | 30.00000 4500.00| 10.50000 1575.00|
FLASHING ARROW SIGN | | |
0017 801-06775 LUMP | 3000.00000 3000.00| 1000.00000 1000.00|
MAINTAINING TRAFFIC STR. #1 | | |
0018 801-06775 LUMP | 3000.00000 3000.00| 1000.00000 1000.00|
MAINTAINING TRAFFIC STR. #2 | | |
SECTION TOTALS | $ 487,003.00| $ 541,708.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 487,003.00| $ 541,708.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 455 -1
VENDOR RANKING
CALL ORDER : 455 CONTRACT ID : M -29297-A COUNTIES : DUBOIS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600755
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0626844 J.H. RUDOLPH & COMPANY $ 287,942.00 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 300,000.00 104.1876%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 455 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 455 CONTRACT ID : M -29297-A COUNTIES : DUBOIS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-2040801 |( )
|J.H. RUDOLPH & COMPANY |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 4500.00000 4500.00|
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 | 14450.00000 14450.00| 15000.00000 15000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 201-52370 LUMP | 2800.00000 2800.00| 2800.00000 2800.00|
CLEARING RIGHT OF WAY | | |
0006 211-07454 74.000 CYS | 45.00000 3330.00| 28.00000 2072.00|
STRUCTURE BACKFILL | | |
0007 303-07449 560.000 TON | 27.00000 15120.00| 30.00000 16800.00|
COMPACTED AGGREGATE, NO. 73 | | |
0008 306-08034 1800.000 SYS | 2.28000 4104.00| 4.00000 7200.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0009 306-08043 380.000 SYS | 5.50000 2090.00| 8.00000 3040.00|
MILLING, TRANSITION | | |
0010 306-08432 350.000 SYS | 4.40000 1540.00| 9.25000 3237.50|
MILLING, APPROACH | | |
0011 402-07432 3010.000 TON | 49.75000 149747.50| 54.00000 162540.00|
HMA SURFACE, TYPE A | | |
0012 406-05520 12.000 TON | 325.00000 3900.00| 305.00000 3660.00|
ASPHALT FOR TACK COAT | | |
0013 616-02320 258.000 SYS | 4.25000 1096.50| 3.00000 774.00|
GEOTEXTILES | | |
0014 616-05689 322.500 TON | 28.00000 9030.00| 32.00000 10320.00|
RIPRAP, CLASS 2 | | |
0015 621-06559 138.000 SYS | 15.60000 2152.80| 15.60000 2152.80|
MULCHED SEEDING, R | | |
0016 714-04854 56.000 LFT | 471.00000 26376.00| 405.00000 22680.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 7 FT. X 3 FT. | | |
0017 714-26702 56.000 LFT | 435.00000 24360.00| 380.00000 21280.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 6 FT. X 3 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 455 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 455 CONTRACT ID : M -29297-A COUNTIES : DUBOIS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-2040801 |( )
|J.H. RUDOLPH & COMPANY |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 715-08282 21.130 TON | 140.00000 2958.20| 165.00000 3486.45|
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0019 801-04308 2.000 EACH | 295.00000 590.00| 295.00000 590.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0020 801-06640 7.000 EACH | 180.00000 1260.00| 150.00000 1050.00|
CONSTRUCTION SIGN, A | | |
0021 801-06775 LUMP | 11000.00000 11000.00| 11886.25000 11886.25|
MAINTAINING TRAFFIC | | |
0022 801-07118 40.000 LFT | 21.00000 840.00| 20.85000 834.00|
BARRICADE, III-A | | |
0023 808-06713 150.000 LFT | 1.00000 150.00| 1.00000 150.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0024 808-97664 1.000 EACH | 195.00000 195.00| 195.00000 195.00|
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
HANDICAP SYMBOL | | |
0025 105-07038 3.000 MOS | 1950.00000 5850.00| 1250.00000 3750.00|
FIELD OFFICE, A | | |
SECTION TOTALS | $ 287,942.00| $ 300,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 287,942.00| $ 300,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 465 -1
VENDOR RANKING
CALL ORDER : 465 CONTRACT ID : M -29341-A COUNTIES : BENTON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/17/07 COMPLETION DATE
CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0600789
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 123,103.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 161,863.00 131.4858%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 465 -2
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 465 CONTRACT ID : M -29341-A COUNTIES : BENTON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1817574 |( )
|INDIANA RELINE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 2000.00000 2000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 350.00000 350.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 400.00000 1600.00| 300.00000 1200.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 5500.00000 5500.00| 7500.00000 7500.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 1000.00000 1000.00| 3000.00000 3000.00|
CLEARING RIGHT OF WAY | | |
0009 621-06559 200.000 SYS | 5.00000 1000.00| 2.00000 400.00|
MULCHED SEEDING, R | | |
0010 725-06872 380.000 LFT | 280.00000 106400.00| 373.50000 141930.00|
PIPE LINER, THERMOPLASTIC, 42 IN. | | |
0011 801-06640 12.000 EACH | 200.00000 2400.00| 165.00000 1980.00|
CONSTRUCTION SIGN, A | | |
0012 801-06775 LUMP | 3000.00000 3000.00| 3500.00000 3500.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 123,103.00| $ 161,863.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 123,103.00| $ 161,863.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 475 -1
VENDOR RANKING
CALL ORDER : 475 CONTRACT ID : M -29351-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 63
CONTRACT TIME : 08/16/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600801
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 150,693.04 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 183,069.00 121.4847%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 475 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 475 CONTRACT ID : M -29351-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1817574 |( )
|INDIANA RELINE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 3500.00000 3500.00| 2000.00000 2000.00|
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 | 5000.00000 5000.00| 7000.00000 7000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 211-07454 50.000 CYS | 75.00000 3750.00| 50.00000 2500.00|
STRUCTURE BACKFILL | | |
0006 213-52830 2.000 CYS | 1200.00000 2400.00| 400.00000 800.00|
FLOWABLE MORTAR | | |
0007 303-01180 2.000 TON | 65.00000 130.00| 100.00000 200.00|
COMPACTED AGGREGATE, NO. 53 , | | |
(NON-COMPACTED PEA-GRAVEL) | | |
0008 616-02320 210.000 SYS | 8.00000 1680.00| 5.00000 1050.00|
GEOTEXTILES | | |
0009 616-05688 25.000 TON | 80.00000 2000.00| 60.00000 1500.00|
RIPRAP, CLASS 1 | | |
0010 616-06405 85.000 TON | 50.00000 4250.00| 60.00000 5100.00|
RIPRAP, REVETMENT | | |
0011 621-06570 60.000 CYS | 100.00000 6000.00| 68.00000 4080.00|
TOP SOIL , ENCASEMENT | | |
0012 715-05048 100.000 LFT | 38.00000 3800.00| 60.00000 6000.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. , | | |
PERFORATED, CORRUGATED | | |
0013 715-05244 20.000 LFT | 120.00000 2400.00| 285.00000 5700.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | |
SQ. FT. | | |
0014 715-07251 20.000 LFT | 100.00000 2000.00| 275.00000 5500.00|
PIPE EXTENSION, DEFORMED, MIN. AREA 8.9 | | |
SQ. FT. | | |
0015 725-06862 89.000 LFT | 329.34000 29311.26| 432.00000 38448.00|
PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | |
0016 725-06863 223.000 LFT | 261.86000 58394.78| 418.00000 93214.00|
PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 475 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 475 CONTRACT ID : M -29351-A COUNTIES : MARION
LETTING DATE : 05/16/07 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1817574 |( )
|INDIANA RELINE INC |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 801-06640 27.000 EACH | 200.00000 5400.00| 150.00000 4050.00|
CONSTRUCTION SIGN, A | | |
0018 801-06710 45.000 DAY | 15.00000 675.00| 65.00000 2925.00|
FLASHING ARROW SIGN | | |
0019 801-06775 LUMP | 20000.00000 20000.00| 3000.00000 3000.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 150,693.04| $ 183,069.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 150,693.04| $ 183,069.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 485 -1
VENDOR RANKING
CALL ORDER : 485 CONTRACT ID : M -29413-A COUNTIES : GREENE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/03/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 07100205
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 49,979.24 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 64,747.60 129.5490%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 485 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 485 CONTRACT ID : M -29413-A COUNTIES : GREENE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HMA OVERLAY
| | |
0001 105-06845 LUMP | 650.00000 650.00| 1750.00000 1750.00|
CONSTRUCTION ENGINEERING | | |
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 | 2500.00000 2500.00| 2500.00000 2500.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 306-08033 6200.000 SYS | 1.25000 7750.00| 1.25000 7750.00|
MILLING, ASPHALT, 1 IN. | | |
0007 306-08043 150.000 SYS | 0.74000 111.00| 11.00000 1650.00|
MILLING, TRANSITION | | |
0008 306-08432 376.000 SYS | 0.74000 278.24| 9.00000 3384.00|
MILLING, APPROACH | | |
0009 401-06264 LUMP | 650.00000 650.00| 2500.00000 2500.00|
PROFILOGRAPH, HMA | | |
0010 402-07432 550.000 TON | 49.50000 27225.00| 45.00000 24750.00|
HMA SURFACE, TYPE A | | |
0011 406-05520 1.600 TON | 300.00000 480.00| 330.00000 528.00|
ASPHALT FOR TACK COAT | | |
0012 610-07486 32.000 TON | 110.00000 3520.00| 140.00000 4480.00|
HMA FOR APPROACHES, TYPE A | | |
0013 801-06203 264.000 LFT | 0.50000 132.00| 1.65000 435.60|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0014 801-06207 264.000 LFT | 1.00000 264.00| 3.50000 924.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0015 801-06640 12.000 EACH | 115.00000 1380.00| 115.00000 1380.00|
CONSTRUCTION SIGN, A | | |
0016 801-06775 LUMP | 2000.00000 2000.00| 7400.00000 7400.00|
MAINTAINING TRAFFIC | | |
0017 808-06713 5280.000 LFT | 0.25000 1320.00| 0.30000 1584.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 485 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 485 CONTRACT ID : M -29413-A COUNTIES : GREENE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 808-06714 5280.000 LFT | 0.25000 1320.00| 0.30000 1584.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0019 808-75996 66.000 EACH | 6.00000 396.00| 32.50000 2145.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 49,979.24| $ 64,747.60| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 49,979.24| $ 64,747.60| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 490 -1
VENDOR RANKING
CALL ORDER : 490 CONTRACT ID : M -29433-A COUNTIES : PERRY
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 08/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710037
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0626844 J.H. RUDOLPH & COMPANY $ 61,473.67 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 79,000.00 128.5103%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 490 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : M -29433-A COUNTIES : PERRY
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-2040801 |( )
|J.H. RUDOLPH & COMPANY |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE
| | |
0001 105-06845 LUMP | 1219.67000 1219.67| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 4.000 MOS | 1950.00000 7800.00| 1300.00000 5200.00|
FIELD OFFICE, A | | |
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 | 15000.00000 15000.00| 5113.00000 5113.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 203-02070 20.000 CYS | 75.00000 1500.00| 155.00000 3100.00|
BORROW | | |
0007 205-06937 75.000 LFT | 5.00000 375.00| 11.00000 825.00|
TEMPORARY SILT FENCE | | |
0008 213-08058 15.000 CYS | 245.00000 3675.00| 775.00000 11625.00|
FLOWABLE BACKFILL | | |
0009 213-08068 8.000 EACH | 70.00000 560.00| 170.00000 1360.00|
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0010 603-06060 25.000 LFT | 45.00000 1125.00| 25.00000 625.00|
FENCE, FARM FIELD, RESET | | |
0011 615-06496 25.000 EACH | 175.00000 4375.00| 260.00000 6500.00|
PARKING BARRIER | | |
0012 616-02305 40.000 CYS | 300.00000 12000.00| 395.00000 15800.00|
GABIONS | | |
0013 616-02320 160.000 SYS | 4.50000 720.00| 7.50000 1200.00|
GEOTEXTILES | | |
0014 616-05689 100.000 TON | 50.00000 5000.00| 75.00000 7500.00|
RIPRAP, CLASS 2 | | |
0015 621-06559 500.000 SYS | 3.90000 1950.00| 3.90000 1950.00|
MULCHED SEEDING, R | | |
0016 702-51863 75.000 EACH | 10.00000 750.00| 38.00000 2850.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0017 703-06028 46.000 LBS | 7.00000 322.00| 25.00000 1150.00|
REINFORCING BARS | | |
0018 801-06640 8.000 EACH | 250.00000 2000.00| 150.00000 1200.00|
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 490 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : M -29433-A COUNTIES : PERRY
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-2040801 |( )
|J.H. RUDOLPH & COMPANY |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06710 20.000 DAY | 30.00000 600.00| 120.00000 2400.00|
FLASHING ARROW SIGN | | |
0020 801-06775 LUMP | 2500.00000 2500.00| 8100.00000 8100.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 61,473.67| $ 79,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 61,473.67| $ 79,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 493 -1
VENDOR RANKING
CALL ORDER : 493 CONTRACT ID : M -29457-A COUNTIES : LAGRANGE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 62
CONTRACT TIME : 11/16/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710071
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 335,146.00 100.0000%
2 62-1492793 API CONSTRUCTION CORP. $ 360,914.00 107.6886%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 367,299.50 109.5939%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 376,658.50 112.3864%
5 35-1185040 NIBLOCK EXCAVATING INC $ 399,479.50 119.1957%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 493 -2
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 493 CONTRACT ID : M -29457-A COUNTIES : LAGRANGE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 62-1492793 |( 3 ) 35-0918397
|E & B PAVING INC |API CONSTRUCTION CORP. |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SHOULDER REHABILITATION AND REPAIR
| | |
0001 105-07038 5.000 MOS | 1000.00000 5000.00| 2295.00000 11475.00| 1800.00000 9000.00
FIELD OFFICE, A | | |
0002 105-08520 1.000 EACH | 50.00000 50.00| 150.00000 150.00| 190.00000 190.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 10.00000 50.00| 100.00000 500.00| 150.00000 750.00
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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 110-01001 LUMP | 4000.00000 4000.00| 18045.00000 18045.00| 17200.00000 17200.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 207-08265 14600.000 SYS | 6.00000 87600.00| 2.50000 36500.00| 6.00000 87600.00
SUBGRADE TREATMENT, TYPE IIA | | |
0008 303-01180 650.000 TON | 21.00000 13650.00| 10.00000 6500.00| 13.00000 8450.00
COMPACTED AGGREGATE, NO. 53 | | |
0009 304-07493 4820.000 TON | 46.00000 221720.00| 58.50000 281970.00| 48.00000 231360.00
WIDENING WITH HMA, TYPE B | | |
0010 406-05520 3.500 TON | 100.00000 350.00| 100.00000 350.00| 1.00000 3.50
ASPHALT FOR TACK COAT | | |
0011 801-06640 16.000 EACH | 89.00000 1424.00| 89.00000 1424.00| 89.00000 1424.00
CONSTRUCTION SIGN, A | | |
0012 801-06775 LUMP | 1000.00000 1000.00| 3518.00000 3518.00| 11200.00000 11200.00
MAINTAINING TRAFFIC | | |
0013 801-92448 60.000 DAY | 5.00000 300.00| 8.00000 480.00| 2.00000 120.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 335,146.00| $ 360,914.00| $ 367,299.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 335,146.00| $ 360,914.00| $ 367,299.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 493 -3
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 493 CONTRACT ID : M -29457-A COUNTIES : LAGRANGE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( 5 ) 35-1185040 |( )
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SHOULDER REHABILITATION AND REPAIR
| | |
0001 105-07038 5.000 MOS | 1450.00000 7250.00| 2250.00000 11250.00|
FIELD OFFICE, A | | |
0002 105-08520 1.000 EACH | 80.00000 80.00| 100.00000 100.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 40.00000 200.00| 60.00000 300.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 110-01001 LUMP | 27800.00000 27800.00| 6075.00000 6075.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 207-08265 14600.000 SYS | 5.10000 74460.00| 8.75000 127750.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0008 303-01180 650.000 TON | 1.00000 650.00| 19.00000 12350.00|
COMPACTED AGGREGATE, NO. 53 | | |
0009 304-07493 4820.000 TON | 47.90000 230878.00| 48.50000 233770.00|
WIDENING WITH HMA, TYPE B | | |
0010 406-05520 3.500 TON | 287.00000 1004.50| 315.00000 1102.50|
ASPHALT FOR TACK COAT | | |
0011 801-06640 16.000 EACH | 89.00000 1424.00| 75.00000 1200.00|
CONSTRUCTION SIGN, A | | |
0012 801-06775 LUMP | 32310.00000 32310.00| 5400.00000 5400.00|
MAINTAINING TRAFFIC | | |
0013 801-92448 60.000 DAY | 10.00000 600.00| 3.00000 180.00|
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 376,658.50| $ 399,479.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 376,658.50| $ 399,479.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 495 -1
VENDOR RANKING
CALL ORDER : 495 CONTRACT ID : M -29467-A COUNTIES : DEARBORN DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65 FRANKLIN OTHERS
CONTRACT TIME : 05/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710082
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 238,744.00 100.0000%
2 35-1643252 C-TECH CORPORATION, INC. $ 268,527.00 112.4749%
3 35-2110733 SPECIALTIES COMPANY LLC $ 299,998.00 125.6568%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 495 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 495 CONTRACT ID : M -29467-A COUNTIES : DEARBORN DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL MAINTENANCE
| | |
0001 105-06904 1.000 EACH | 69.00000 69.00| 100.00000 100.00| 300.00000 300.00
PHONE(SUPERVISOR) | | |
0002 105-06906 12.000 MOS | 97.75000 1173.00| 105.00000 1260.00| 200.00000 2400.00
CELLULAR SERVICE(SUPERVISOR) | | |
0003 105-07039 12.000 MOS | 1425.00000 17100.00| 1500.00000 18000.00| 2300.00000 27600.00
FIELD OFFICE, B | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 4635.00000 4635.00| 13000.00000 13000.00| 15000.00000 15000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 601-01522 2.000 EACH | 1550.00000 3100.00| 1750.00000 3500.00| 2000.00000 4000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0009 601-02103 120.000 LFT | 17.50000 2100.00| 24.00000 2880.00| 24.00000 2880.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0010 601-02212 200.000 EACH | 16.00000 3200.00| 16.25000 3250.00| 22.00000 4400.00
GUARDRAIL POST, BRACKET, 8.5 LBS PER FT | | |
GALVANIZED, 1 FT. 5 IN. | | |
0011 601-03443 5.000 EACH | 325.00000 1625.00| 120.00000 600.00| 150.00000 750.00
CAT UNIT FOUNDATION TUBE, MK ST WITH | | |
SOIL PLATES, MK SP LABOR ONLY | | |
0012 601-03460 2.000 LFT | 3.00000 6.00| 7.00000 14.00| 10.00000 20.00
GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | |
LABOR ONLY | | |
0013 601-03462 300.000 EACH | 52.00000 15600.00| 65.00000 19500.00| 76.00000 22800.00
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |
7 FT. 0 IN. | | |
0014 601-03599 100.000 EACH | 125.00000 12500.00| 150.00000 15000.00| 180.00000 18000.00
GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | |
FT. 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 495 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 495 CONTRACT ID : M -29467-A COUNTIES : DEARBORN DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0015 601-03683 20.000 HRS | 270.00000 5400.00| 260.00000 5200.00| 250.00000 5000.00
COMBINATION ATTENUATING TERMINAL, | | |
REPAIR, LABOR ONLY | | |
0016 601-06247 1.000 EACH | 15500.00000 15500.00| 17500.00000 17500.00| 16500.00000 16500.00
IMPACT ATTENUATOR, R2, W2, TL-3 | | |
0017 601-06773 2.000 EACH | 2935.00000 5870.00| 3600.00000 7200.00| 5000.00000 10000.00
ENERGY ABSORBING TERMINAL, B, SPARE | | |
PARTS PACKAGE | | |
0018 601-61340 100.000 EACH | 95.00000 9500.00| 46.00000 4600.00| 80.00000 8000.00
GUARDRAIL POST, 15.5 LBS PER FT., | | |
GALVANIZED, 6 FT. 3 IN. LONG | | |
0019 601-61350 50.000 EACH | 15.00000 750.00| 16.00000 800.00| 32.00000 1600.00
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |
0020 601-61390 7.000 EACH | 33.00000 231.00| 50.00000 350.00| 50.00000 350.00
GUARDRAIL TERMINAL END SECTION, CURVED, | | |
SINGLE FACE, GALVANIZED | | |
0021 601-62530 1.000 EACH | 42.00000 42.00| 100.00000 100.00| 150.00000 150.00
GUARDRAIL PIER CONNECTION, ES | | |
0022 601-62540 500.000 EACH | 18.00000 9000.00| 15.00000 7500.00| 20.00000 10000.00
GUARDRAIL POST, PLUMB | | |
0023 601-91428 12.000 EACH | 245.00000 2940.00| 260.00000 3120.00| 250.00000 3000.00
GUARDRAIL ATTENUATING TERMINAL, NOSE | | |
ASSEMBLY, MKN | | |
0024 601-91432 25.000 EACH | 240.00000 6000.00| 225.00000 5625.00| 250.00000 6250.00
GUARDRAIL ATTENUATING TERMINAL, SIDE | | |
PLATE, MKSD | | |
0025 601-91504 7.000 EACH | 70.00000 490.00| 100.00000 700.00| 110.00000 770.00
GUARDRAIL POST, W1, 10 IN X 10 IN | | |
0026 601-91505 15.000 EACH | 60.00000 900.00| 60.00000 900.00| 80.00000 1200.00
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |
0027 601-91542 200.000 EACH | 9.00000 1800.00| 16.00000 3200.00| 30.00000 6000.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |
0028 601-91649 5.000 EACH | 115.00000 575.00| 140.00000 700.00| 125.00000 625.00
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |
GALVANIZED | | |
0029 601-91653 5.000 EACH | 95.00000 475.00| 90.00000 450.00| 125.00000 625.00
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 495 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 495 CONTRACT ID : M -29467-A COUNTIES : DEARBORN DECATUR
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0030 601-94689 15.000 EACH | 2415.00000 36225.00| 2625.00000 39375.00| 2600.00000 39000.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-94690 5.000 EACH | 3660.00000 18300.00| 4200.00000 21000.00| 3600.00000 18000.00
GUARDRAIL END TREATMENT, MS | | |
0032 601-95972 5.000 EACH | 60.00000 300.00| 55.00000 275.00| 75.00000 375.00
GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | |
TREATED LUMBER, 6 FT. 0 IN. LONG | | |
0033 601-96591 7500.000 LFT | 7.35000 55125.00| 8.25000 61875.00| 8.00000 60000.00
GUARDRAIL PANEL, STEEL BEAM | | |
0034 601-97950 50.000 EACH | 9.00000 450.00| 16.00000 800.00| 20.00000 1000.00
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |
6 IN. X 6 IN. | | |
0035 601-99105 300.000 LFT | 14.20000 4260.00| 18.50000 5550.00| 18.00000 5400.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 801-06775 LUMP | 3500.00000 3500.00| 4600.00000 4600.00| 8000.00000 8000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 238,744.00| $ 268,527.00| $ 299,998.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 238,744.00| $ 268,527.00| $ 299,998.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : M -29476-A COUNTIES : PERRY
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/20/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710088
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0626844 J.H. RUDOLPH & COMPANY $ 134,898.90 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 185,000.00 137.1397%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 500 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 500 CONTRACT ID : M -29476-A COUNTIES : PERRY
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-2040801 |( )
|J.H. RUDOLPH & COMPANY |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
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 | 6700.00000 6700.00| 9200.00000 9200.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 304-07491 350.000 TON | 105.00000 36750.00| 225.00000 78750.00|
HMA PATCHING, TYPE C | | |
0006 402-07452 1000.000 TON | 65.60000 65600.00| 75.00000 75000.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0007 406-05520 4.000 TON | 335.00000 1340.00| 305.00000 1220.00|
ASPHALT FOR TACK COAT | | |
0008 801-06640 23.000 EACH | 142.00000 3266.00| 115.00000 2645.00|
CONSTRUCTION SIGN, A | | |
0009 801-06775 LUMP | 14000.00000 14000.00| 8876.40000 8876.40|
MAINTAINING TRAFFIC | | |
0010 808-06713 6100.000 LFT | 0.15000 915.00| 0.26000 1586.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0011 808-06714 14170.000 LFT | 0.15000 2125.50| 0.26000 3684.20|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0012 808-75996 82.000 EACH | 12.00000 984.00| 10.00000 820.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0013 808-75998 92.000 EACH | 34.95000 3215.40| 34.95000 3215.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 134,898.90| $ 185,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 134,898.90| $ 185,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : M -29504-A COUNTIES : KNOX
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 08/10/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710117
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0626844 J.H. RUDOLPH & COMPANY $ 145,961.25 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 156,166.00 106.9914%
3 35-1139301 E & B PAVING INC $ 212,300.00 145.4496%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 510 -2
TABULATION OF BIDS
ROUTE : 61
CALL ORDER : 510 CONTRACT ID : M -29504-A COUNTIES : KNOX
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0626844 |( 2 ) 35-1418333 |( 3 ) 35-1139301
|J.H. RUDOLPH & COMPANY |ROGERS GROUP, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DISTRICT MAINTENANCE WORK PROJECT
| | |
0001 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0002 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 7200.00000 7200.00| 12000.00000 12000.00| 10600.00000 10600.00
MOBILIZATION AND DEMOBILIZATION | | |
0005 304-07490 725.000 TON | 85.00000 61625.00| 100.00000 72500.00| 160.00000 116000.00
HMA PATCHING, TYPE B | | |
0006 306-08034 8650.000 SYS | 1.10000 9515.00| 1.00000 8650.00| 2.50000 21625.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0007 402-07451 725.000 TON | 59.30000 42992.50| 55.00000 39875.00| 70.00000 50750.00
HMA WEDGE AND LEVEL, TYPE B | | |
0008 406-05520 3.000 TON | 325.00000 975.00| 150.00000 450.00| 350.00000 1050.00
ASPHALT FOR TACK COAT | | |
0009 801-06640 37.000 EACH | 120.00000 4440.00| 100.00000 3700.00| 95.00000 3515.00
CONSTRUCTION SIGN, A | | |
0010 801-06775 LUMP | 13000.00000 13000.00| 13000.00000 13000.00| 2252.25000 2252.25
MAINTAINING TRAFFIC | | |
0011 808-06712 7100.000 LFT | 0.15000 1065.00| 0.15000 1065.00| 0.15000 1065.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0012 808-06714 7100.000 LFT | 0.15000 1065.00| 0.15000 1065.00| 0.15000 1065.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0013 808-75300 71.000 LFT | 7.00000 497.00| 7.00000 497.00| 7.00000 497.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0014 808-75996 98.000 EACH | 9.00000 882.00| 7.00000 686.00| 12.00000 1176.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0015 808-75998 107.000 EACH | 25.25000 2701.75| 25.00000 2675.00| 25.25000 2701.75
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 145,961.25| $ 156,166.00| $ 212,300.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 145,961.25| $ 156,166.00| $ 212,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 515 -1
VENDOR RANKING
CALL ORDER : 515 CONTRACT ID : M -29513-A COUNTIES : GIBSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/13/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710135
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1418333 ROGERS GROUP, INC. $ 137,612.00 100.0000%
2 35-0626844 J.H. RUDOLPH & COMPANY $ 142,882.13 103.8297%
3 35-1139301 E & B PAVING INC $ 165,500.00 120.2657%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 183,000.00 132.9826%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 515 -2
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 515 CONTRACT ID : M -29513-A COUNTIES : GIBSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|ROGERS GROUP, INC. |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 610.13000 610.13| 1500.00000 1500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 11000.00000 11000.00| 7100.00000 7100.00| 8200.00000 8200.00
MOBILIZATION AND DEMOBILIZATION | | |
0005 304-07491 500.000 TON | 125.00000 62500.00| 130.00000 65000.00| 175.00000 87500.00
HMA PATCHING, TYPE C | | |
0006 306-08034 7450.000 SYS | 1.10000 8195.00| 0.82000 6109.00| 2.00000 14900.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0007 402-07452 625.000 TON | 65.00000 40625.00| 72.90000 45562.50| 70.00000 43750.00
HMA WEDGE AND LEVEL, TYPE C | | |
0008 406-05520 2.300 TON | 150.00000 345.00| 325.00000 747.50| 360.00000 828.00
ASPHALT FOR TACK COAT | | |
0009 801-06640 12.000 EACH | 100.00000 1200.00| 120.00000 1440.00| 98.00000 1176.00
CONSTRUCTION SIGN, A | | |
0010 801-06775 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 3097.40000 3097.40
MAINTAINING TRAFFIC | | |
0011 808-06712 11.000 LFT | 0.20000 2.20| 0.20000 2.20| 0.20000 2.20
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0012 808-06713 4900.000 LFT | 0.20000 980.00| 0.20000 980.00| 0.20000 980.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0013 808-06714 4864.000 LFT | 0.20000 972.80| 0.20000 972.80| 0.20000 972.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0014 808-75996 62.000 EACH | 15.00000 930.00| 8.00000 496.00| 11.80000 731.60
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0015 808-75998 62.000 EACH | 30.00000 1860.00| 30.00000 1860.00| 30.00000 1860.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 137,612.00| $ 142,882.13| $ 165,500.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 137,612.00| $ 142,882.13| $ 165,500.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 515 -3
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 515 CONTRACT ID : M -29513-A COUNTIES : GIBSON
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 2200.00000 2200.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0003 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 9200.00000 9200.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0005 304-07491 500.000 TON | 199.00000 99500.00| |
HMA PATCHING, TYPE C | | |
0006 306-08034 7450.000 SYS | 0.80000 5960.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0007 402-07452 625.000 TON | 69.00000 43125.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0008 406-05520 2.300 TON | 300.00000 690.00| |
ASPHALT FOR TACK COAT | | |
0009 801-06640 12.000 EACH | 98.00000 1176.00| |
CONSTRUCTION SIGN, A | | |
0010 801-06775 LUMP | 16650.00000 16650.00| |
MAINTAINING TRAFFIC | | |
0011 808-06712 11.000 LFT | 0.20000 2.20| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0012 808-06713 4900.000 LFT | 0.20000 980.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0013 808-06714 4864.000 LFT | 0.20000 972.80| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0014 808-75996 62.000 EACH | 11.00000 682.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0015 808-75998 62.000 EACH | 30.00000 1860.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 183,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 183,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 520 -1
VENDOR RANKING
CALL ORDER : 520 CONTRACT ID : M -29531-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/03/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710159
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 57,983.50 100.0000%
2 35-0844079 PAUL H ROHE COMPANY $ 72,430.00 124.9148%
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 82,000.00 141.4195%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 520 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 520 CONTRACT ID : M -29531-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-2040801
|DAVE O`MARA CONTRACTOR |PAUL H ROHE COMPANY |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PATCH AND REHAB BITUMINOUS PAVEMENT
| | |
0001 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0002 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 2375.00000 2375.00| 1000.00000 1000.00| 4100.00000 4100.00
MOBILIZATION AND DEMOBILIZATION | | |
0005 304-07489 50.000 TON | 100.00000 5000.00| 140.00000 7000.00| 190.00000 9500.00
HMA PATCHING, TYPE A | | |
0006 306-08042 8451.000 SYS | 0.50000 4225.50| 1.50000 12676.50| 1.30000 10986.30
MILLING, SCARIFICATION/PROFILE | | |
0007 306-08043 500.000 SYS | 0.50000 250.00| 1.50000 750.00| 2.20000 1100.00
MILLING, TRANSITION | | |
0008 306-08432 500.000 SYS | 0.50000 250.00| 1.50000 750.00| 5.25000 2625.00
MILLING, APPROACH | | |
0009 401-07320 698.000 TON | 60.00000 41880.00| 67.00000 46766.00| 65.00000 45370.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0010 406-05520 2.500 TON | 400.00000 1000.00| 350.00000 875.00| 300.00000 750.00
ASPHALT FOR TACK COAT | | |
0011 801-06640 4.000 EACH | 250.00000 1000.00| 225.00000 900.00| 195.00000 780.00
CONSTRUCTION SIGN, A | | |
0012 801-06775 LUMP | 2000.00000 2000.00| 1709.50000 1709.50| 6785.70000 6785.70
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 57,983.50| $ 72,430.00| $ 82,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 57,983.50| $ 72,430.00| $ 82,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 525 -1
VENDOR RANKING
CALL ORDER : 525 CONTRACT ID : M -29545-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/24/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710183
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 109,700.00 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 124,926.00 113.8797%
3 35-1558367 MYERS PAVING INC $ 200,002.50 182.3177%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 525 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 525 CONTRACT ID : M -29545-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-1558367
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |MYERS PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PATCH AND REHAB BITUMINOUS PAVEMENT
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 3500.00000 3500.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 3.000 MOS | 1500.00000 4500.00| 1250.00000 3750.00| 1550.00000 4650.00
FIELD OFFICE, A | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 27749.00000 27749.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 304-07490 100.000 TON | 50.00000 5000.00| 78.50000 7850.00| 151.00000 15100.00
HMA PATCHING, TYPE B | | |
0007 306-08033 4700.000 SYS | 1.00000 4700.00| 1.25000 5875.00| 2.50000 11750.00
MILLING, ASPHALT, 1 IN. | | |
0008 306-08042 9986.000 SYS | 0.50000 4993.00| 0.50000 4993.00| 2.50000 24965.00
MILLING, SCARIFICATION/PROFILE | | |
0009 306-08043 200.000 SYS | 1.00000 200.00| 4.50000 900.00| 2.50000 500.00
MILLING, TRANSITION | | |
0010 306-08432 1333.000 SYS | 1.00000 1333.00| 2.00000 2666.00| 2.50000 3332.50
MILLING, APPROACH | | |
0011 402-07433 1212.000 TON | 55.50000 67266.00| 57.50000 69690.00| 74.50000 90294.00
HMA SURFACE, TYPE B | | |
0012 402-07451 100.000 TON | 75.00000 7500.00| 54.75000 5475.00| 80.50000 8050.00
HMA WEDGE AND LEVEL, TYPE B | | |
0013 406-05520 4.000 TON | 190.00000 760.00| 325.00000 1300.00| 800.00000 3200.00
ASPHALT FOR TACK COAT | | |
0014 610-07487 11.000 TON | 100.00000 1100.00| 95.00000 1045.00| 150.00000 1650.00
HMA FOR APPROACHES, TYPE B | | |
0015 615-97768 78.000 EACH | 17.00000 1326.00| 85.00000 6630.00| 20.00000 1560.00
PARKING BARRIER, RESET | | |
0016 801-06640 8.000 EACH | 115.00000 920.00| 75.00000 600.00| 400.00000 3200.00
CONSTRUCTION SIGN, A | | |
0017 801-06775 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0018 808-06714 200.000 LFT | 0.30000 60.00| 2.75000 550.00| 1.50000 300.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 525 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 525 CONTRACT ID : M -29545-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-1558367
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |MYERS PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 808-97222 2.000 EACH | 20.00000 40.00| 50.00000 100.00| 100.00000 200.00
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 109,700.00| $ 124,926.00| $ 200,002.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 109,700.00| $ 124,926.00| $ 200,002.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 530 -1
VENDOR RANKING
CALL ORDER : 530 CONTRACT ID : M -29546-A COUNTIES : SCOTT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710184
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 324,419.50 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 348,000.00 107.2685%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 530 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -29546-A COUNTIES : SCOTT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PATCH AND REHAB BITUMINOUS PAVEMENT
| | |
0001 105-07039 5.000 MOS | 1200.00000 6000.00| 1300.00000 6500.00|
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 | 1000.00000 1000.00| 17400.00000 17400.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 304-07490 100.000 TON | 70.00000 7000.00| 112.00000 11200.00|
HMA PATCHING, TYPE B | | |
0007 306-08042 49515.000 SYS | 0.25000 12378.75| 0.35000 17330.25|
MILLING, SCARIFICATION/PROFILE | | |
0008 306-08043 375.000 SYS | 3.00000 1125.00| 1.60000 600.00|
MILLING, TRANSITION | | |
0009 306-08432 830.000 SYS | 4.00000 3320.00| 2.60000 2158.00|
MILLING, APPROACH | | |
0010 401-07320 4085.000 TON | 50.00000 204250.00| 45.00000 183825.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0011 402-07451 200.000 TON | 65.00000 13000.00| 65.00000 13000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0012 406-05520 13.600 TON | 300.00000 4080.00| 305.00000 4148.00|
ASPHALT FOR TACK COAT | | |
0013 610-07487 1103.000 TON | 55.00000 60665.00| 55.00000 60665.00|
HMA FOR APPROACHES, TYPE B | | |
0014 615-97768 248.000 EACH | 20.00000 4960.00| 56.00000 13888.00|
PARKING BARRIER, RESET | | |
0015 801-06640 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00|
CONSTRUCTION SIGN, A | | |
0016 801-06775 LUMP | 2000.00000 2000.00| 10008.05000 10008.05|
MAINTAINING TRAFFIC | | |
0017 808-04767 120.000 LFT | 2.00000 240.00| 1.00000 120.00|
LINE , PAINT | | |
0018 808-06714 16945.000 LFT | 0.15000 2541.75| 0.26000 4405.70|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 530 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -29546-A COUNTIES : SCOTT
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 808-97222 1.000 EACH | 100.00000 100.00| 75.00000 75.00|
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0020 808-97643 216.000 LFT | 3.50000 756.00| 7.75000 1674.00|
BUZZ STRIPS | | |
SECTION TOTALS | $ 324,419.50| $ 348,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 324,419.50| $ 348,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -1
VENDOR RANKING
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 64
CONTRACT TIME : 11/30/07 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0001069
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 929,704.65 100.0000%
35-0918397 RIETH RILEY CONSTRUCTION IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -2
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| |
CONSTRUCTION ENGINEERING | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 46000.00000 46000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0006 201-52370 LUMP | 20000.00000 20000.00| |
CLEARING RIGHT OF WAY | | |
0007 202-01300 1.000 EACH | 2620.00000 2620.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0008 202-02240 192.000 m2 | 15.00000 2880.00| |
PAVEMENT REMOVAL | | |
0009 202-02250 4.000 EACH | 350.00000 1400.00| |
TREE, 250 mm, REMOVE | | |
0010 202-02279 255.000 m | 25.00000 6375.00| |
CURB AND GUTTER, REMOVE | | |
0011 202-74045 4.000 EACH | 450.00000 1800.00| |
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0012 202-96022 4.000 EACH | 425.00000 1700.00| |
CONCRETE FOUNDATION, REMOVE | | |
0013 202-96133 286.000 m | 10.00000 2860.00| |
PIPE, REMOVE | | |
0014 202-96151 LUMP | 500.00000 500.00| |
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0015 203-02000 1700.000 m3 | 26.00000 44200.00| |
EXCAVATION, COMMON | | |
0016 205-06932 203.000 m | 28.10000 5704.30| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 4.000 EACH | 90.00000 360.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 250.000 m | 5.75000 1437.50| |
TEMPORARY SILT FENCE | | |
0019 207-08263 1662.000 m2 | 28.00000 46536.00| |
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -3
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-07454 359.390 m3 | 0.01000 3.59| |
STRUCTURE BACKFILL | | |
0021 301-07448 1504.260 Mg | 25.00000 37606.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 304-07493 682.000 Mg | 112.00000 76384.00| |
WIDENING WITH HMA, TYPE B | | |
0023 306-08043 640.000 m2 | 17.00000 10880.00| |
MILLING, TRANSITION | | |
0024 402-07433 912.000 Mg | 82.00000 74784.00| |
HMA SURFACE, TYPE B | | |
0025 402-07438 622.000 Mg | 75.00000 46650.00| |
HMA INTERMEDIATE, TYPE B | | |
0026 402-07451 522.000 Mg | 75.00000 39150.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0027 406-05520 5.000 Mg | 1200.00000 6000.00| |
ASPHALT FOR TACK COAT | | |
0028 605-06120 120.000 m | 150.00000 18000.00| |
CURB, CONCRETE | | |
0029 605-06140 420.400 m | 90.00000 37836.00| |
CURB AND GUTTER, CONCRETE | | |
0030 607-06335 31.300 m | 225.00000 7042.50| |
PAVED SIDE DITCH, A | | |
0031 610-07487 245.000 Mg | 125.00000 30625.00| |
HMA FOR APPROACHES, TYPE B | | |
0032 610-07712 258.000 m2 | 80.00000 20640.00| |
PCCP FOR APPROACHES, 150 mm | | |
0033 611-06497 3.000 EACH | 165.00000 495.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06505 5.000 EACH | 525.00000 2625.00| |
MONUMENT, B | | |
0035 615-06527 1.000 EACH | 425.00000 425.00| |
MONUMENT, SECTION CORNER | | |
0036 616-06451 12.000 Mg | 80.00000 960.00| |
RIPRAP, UNIFORM | | |
0037 621-01004 1.000 EACH | 425.00000 425.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0038 621-06545 8.000 Mg | 805.00000 6440.00| |
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -4
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06554 1323.000 kg | 9.80000 12965.40| |
SEED MIXTURE, U | | |
0040 621-06565 36.000 Mg | 615.00000 22140.00| |
MULCHING MATERIAL | | |
0041 621-06574 1586.000 m2 | 4.30000 6819.80| |
SODDING | | |
0042 715-05149 8.000 m | 180.00000 1440.00| |
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0043 715-05151 18.000 m | 190.00000 3420.00| |
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0044 715-05152 23.000 m | 275.00000 6325.00| |
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0045 715-05168 286.000 m | 210.00000 60060.00| |
PIPE, TYPE 3, CIRCULAR, 300 mm | | |
0046 715-46000 29.000 EACH | 475.00000 13775.00| |
PIPE END SECTION, 300 mm | | |
0047 720-44040 1.000 EACH | 650.00000 650.00| |
CASTING, 7, FURNISH AND ADJUST TO GRADE | | |
0048 720-45235 2.000 EACH | 2100.00000 4200.00| |
CATCH BASIN, E7 | | |
0049 720-45410 1.000 EACH | 2500.00000 2500.00| |
MANHOLE, C4 | | |
0050 801-01093 4.000 EACH | 995.00000 3980.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0051 801-06207 1100.000 m | 4.66000 5126.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0052 801-06640 12.000 EACH | 195.00000 2340.00| |
CONSTRUCTION SIGN, A | | |
0053 801-06775 LUMP | 25000.00000 25000.00| |
MAINTAINING TRAFFIC | | |
0054 802-05701 29.200 m | 39.36000 1149.31| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0055 802-76025 4.630 m2 | 129.17000 598.06| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0056 802-76035 0.720 m2 | 122.71000 88.35| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -5
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 805-01842 7.000 EACH | 530.00000 3710.00| |
HANDHOLE, SIGNAL | | |
0059 805-01844 611.000 m | 37.06000 22643.66| |
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0060 805-01879 1.000 EACH | 420.00000 420.00| |
SIGNAL SERVICE, INSTALL | | |
0061 805-02503 1026.000 m | 0.75000 769.50| |
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0062 805-06834 1.000 EACH | 7420.00000 7420.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0063 805-78205 8.000 EACH | 590.00000 4720.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0064 805-78415 4.000 EACH | 1520.00000 6080.00| |
SPAN, CATENARY, AND TETHER | | |
0065 805-78420 4.000 EACH | 310.00000 1240.00| |
DISCONNECT HANGER | | |
0066 805-78467 4.000 m | 6.56000 26.24| |
SIGNAL CABLE, 3C 8GA. | | |
0067 805-78485 92.000 m | 2.62000 241.04| |
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78490 169.000 m | 3.05000 515.45| |
SIGNAL CABLE, 7C 14GA. | | |
0069 805-78510 804.000 m | 2.76000 2219.04| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0070 805-78785 12.000 EACH | 430.00000 5160.00| |
SIGNAL DETECTOR HOUSING | | |
0071 805-78795 378.000 m | 27.39000 10353.42| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0072 805-78925 1.000 EACH | 610.00000 610.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0073 805-81032 4.000 EACH | 3820.00000 15280.00| |
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0074 805-92504 6.000 EACH | 300.00000 1800.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0075 807-01878 2.000 EACH | 310.00000 620.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -6
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 807-02783 2.000 EACH | 975.00000 1950.00| |
LUMINAIRE MAST ARM, 4.6 m | | |
0077 807-04651 44.000 m | 2.43000 106.92| |
WIRE , 1C/10 CU, THHN, STRANDED | | |
0078 807-04651 200.000 m | 3.94000 788.00| |
WIRE , 1C/6 CU, XHHW, STRANDED | | |
0079 807-86805 1.000 EACH | 1259.01000 1259.01| |
SERVICE POINT, I | | |
0080 807-86910 2.000 EACH | 20.00000 40.00| |
CONNECTOR KIT, UNFUSED | | |
0081 807-86915 2.000 EACH | 22.00000 44.00| |
CONNECTOR KIT, FUSED | | |
0082 807-86920 3.000 EACH | 14.00000 42.00| |
MULTIPLE COMPRESSION FITTING, NOT | | |
WATERPROOFED | | |
0083 807-86930 4.000 EACH | 14.00000 56.00| |
INSULATION LINK, NONWATERPROOFED | | |
0084 808-06703 1770.000 m | 2.66000 4708.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0085 808-06716 427.000 m | 1.80000 768.60| |
LINE, REMOVE | | |
0086 808-75245 560.000 m | 2.66000 1489.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0087 808-75297 44.000 m | 15.96000 702.24| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0088 808-75320 6.000 EACH | 110.00000 660.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0089 808-75325 4.000 EACH | 158.00000 632.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0090 808-92027 1254.000 m | 5.32000 6671.28| |
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0091 808-96016 93.000 m | 7.98000 742.14| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 557 -7
TABULATION OF BIDS
ROUTE : 109TH
CALL ORDER : 557 CONTRACT ID : T -28782-B COUNTIES : LAKE
LETTING DATE : 05/16/07 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( ) |( )
|WALSH & KELLY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 303-02051 50.000 Mg | 48.00000 2400.00| |
STONE, 2 | | |
0093 805-01815 4.000 EACH | 2200.00000 8800.00| |
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0094 801-06203 2300.000 m | 0.91000 2093.00| |
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0095 105-07039 8.000 MOS | 3500.00000 28000.00| |
FIELD OFFICE, B | | |
SECTION TOTALS | $ 929,704.65| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 929,704.65| $ 348,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 565 -1
VENDOR RANKING
CALL ORDER : 565 CONTRACT ID : T -29326-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600770
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1983873 M A S MARKERS, INC. $ 358,794.78 100.0000%
31-0989223 TRAFFIC SPECIALISTS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 565 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 565 CONTRACT ID : T -29326-A COUNTIES : VARIOUS
LETTING DATE : 05/16/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1983873 |( ) |( )
|M A S MARKERS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED
| | |
0001 105-08520 1.000 EACH | 100.00000 100.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 60.00000 720.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
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 | 23260.00000 23260.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 801-06710 300.000 DAY | 3.00000 900.00| |
FLASHING ARROW SIGN | | |
0008 801-06775 LUMP | 51750.18000 51750.18| |
MAINTAINING TRAFFIC | | |
0009 801-09133 4.000 EACH | 50.00000 200.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0010 808-75994 41485.000 EACH | 2.60000 107861.00| |
PRISMATIC REFLECTOR | | |
0011 808-75996 400.000 EACH | 10.00000 4000.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0012 808-75998 9130.000 EACH | 18.62000 170000.60| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 358,794.78| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 358,794.78| $ 348,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 575 -1
VENDOR RANKING
CALL ORDER : 575 CONTRACT ID : T -29787-A COUNTIES : FLOYD
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 65
CONTRACT TIME : 45 CALENDAR DAYS
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710375
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 74-2851603 QUANTA SERVICES, INC. $ 20,700.00 100.0000%
2 35-0821499 JAMES H DREW CORPORATION $ 65,790.59 317.8289%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 575 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 575 CONTRACT ID : T -29787-A COUNTIES : FLOYD
LETTING DATE : 05/16/07 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 74-2851603 |( 2 ) 35-0821499 |( )
|QUANTA SERVICES, INC. |JAMES H DREW CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DYNAMIC MESSAGE SIGN REPLACEMENT
| | |
0001 802-09187 LUMP | 2500.00000 2500.00| 3658.56000 3658.56|
DMS , TRANSPORT AND DELIVER | | |
0002 802-09187 LUMP | 18200.00000 18200.00| 62132.03000 62132.03|
DMS , TRANSPORT AND INSTALL | | |
SECTION TOTALS | $ 20,700.00| $ 65,790.59| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 20,700.00| $ 65,790.59| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 600 -1
VENDOR RANKING
CALL ORDER : 600 CONTRACT ID : TM-29479-A COUNTIES : GIBSON VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66 WARRICK
CONTRACT TIME : 10/01/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710038
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1675187 HUMMEL ELECTRIC, INC. $ 118,435.00 100.0000%
2 35-1142603 MOUNTS ELECTRIC INC $ 122,391.70 103.3408%
3 35-0821499 JAMES H DREW CORPORATION $ 150,694.21 127.2379%
4 35-1262778 MIDWESTERN ELECTRIC $ 181,597.50 153.3309%
5 74-2851603 QUANTA SERVICES, INC. $ 184,687.00 155.9395%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 600 -2
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 600 CONTRACT ID : TM-29479-A COUNTIES : GIBSON VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-1142603 |( 3 ) 35-0821499
|HUMMEL ELECTRIC, INC. |MOUNTS ELECTRIC INC |JAMES H DREW CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTALL LOOP DETECTOR
| | |
0001 105-06845 LUMP | 500.00000 500.00| 669.00000 669.00| 539.21000 539.21
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 80.00000 80.00| 21.00000 21.00| 400.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 80.00000 400.00| 21.00000 105.00| 60.00000 300.00
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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 4300.00000 4300.00| 4668.00000 4668.00| 1577.18000 1577.18
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-78515 LUMP | 1500.00000 1500.00| 1305.00000 1305.00| 3235.23000 3235.23
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0009 801-06640 40.000 EACH | 150.00000 6000.00| 139.00000 5560.00| 131.25000 5250.00
CONSTRUCTION SIGN, A | | |
0010 801-06710 40.000 DAY | 15.00000 600.00| 22.00000 880.00| 21.00000 840.00
FLASHING ARROW SIGN | | |
0011 801-06775 LUMP | 1200.00000 1200.00| 1561.00000 1561.00| 649.21000 649.21
MAINTAINING TRAFFIC | | |
0012 805-01842 20.000 EACH | 690.00000 13800.00| 655.00000 13100.00| 888.73000 17774.60
HANDHOLE, SIGNAL | | |
0013 805-02087 LUMP | 400.00000 400.00| 714.00000 714.00| 539.21000 539.21
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0014 805-06592 3040.000 LFT | 15.00000 45600.00| 13.43000 40827.20| 16.82000 51132.80
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0015 805-78100 1.000 EACH | 11220.00000 11220.00| 9300.00000 9300.00| 12148.41000 12148.41
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0016 805-78470 7080.000 LFT | 0.20000 1416.00| 0.40000 2832.00| 0.49000 3469.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 600 -3
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 600 CONTRACT ID : TM-29479-A COUNTIES : GIBSON VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-1142603 |( 3 ) 35-0821499
|HUMMEL ELECTRIC, INC. |MOUNTS ELECTRIC INC |JAMES H DREW CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 805-78510 10150.000 LFT | 0.80000 8120.00| 0.63000 6394.50| 0.95000 9642.50
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0018 805-78785 18.000 EACH | 480.00000 8640.00| 585.00000 10530.00| 982.33000 17681.94
SIGNAL DETECTOR HOUSING | | |
0019 805-78795 2600.000 LFT | 2.60000 6760.00| 7.30000 18980.00| 8.17000 21242.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0020 805-92504 14.000 EACH | 564.00000 7896.00| 353.00000 4942.00| 304.98000 4269.72
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
SECTION TOTALS | $ 118,435.00| $ 122,391.70| $ 150,694.21
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 118,435.00| $ 122,391.70| $ 150,694.21
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 600 -4
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 600 CONTRACT ID : TM-29479-A COUNTIES : GIBSON VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1262778 |( 5 ) 74-2851603 |( )
|MIDWESTERN ELECTRIC |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTALL LOOP DETECTOR
| | |
0001 105-06845 LUMP | 3200.00000 3200.00| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 98.00000 98.00| 50.00000 50.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 155.00000 775.00| 60.00000 300.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 28744.00000 28744.00| 9000.00000 9000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-78515 LUMP | 6780.00000 6780.00| 12000.00000 12000.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0009 801-06640 40.000 EACH | 155.00000 6200.00| 250.00000 10000.00|
CONSTRUCTION SIGN, A | | |
0010 801-06710 40.000 DAY | 50.00000 2000.00| 15.00000 600.00|
FLASHING ARROW SIGN | | |
0011 801-06775 LUMP | 6855.00000 6855.00| 5000.00000 5000.00|
MAINTAINING TRAFFIC | | |
0012 805-01842 20.000 EACH | 840.00000 16800.00| 900.00000 18000.00|
HANDHOLE, SIGNAL | | |
0013 805-02087 LUMP | 1250.00000 1250.00| 1200.00000 1200.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0014 805-06592 3040.000 LFT | 15.00000 45600.00| 18.00000 54720.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0015 805-78100 1.000 EACH | 12443.00000 12443.00| 11500.00000 11500.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0016 805-78470 7080.000 LFT | 0.45000 3186.00| 0.30000 2124.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0017 805-78510 10150.000 LFT | 0.93000 9439.50| 1.80000 18270.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 600 -5
TABULATION OF BIDS
ROUTE : VAR
CALL ORDER : 600 CONTRACT ID : TM-29479-A COUNTIES : GIBSON VANDERBURGH
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1262778 |( 5 ) 74-2851603 |( )
|MIDWESTERN ELECTRIC |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-78785 18.000 EACH | 653.00000 11754.00| 550.00000 9900.00|
SIGNAL DETECTOR HOUSING | | |
0019 805-78795 2600.000 LFT | 8.00000 20800.00| 9.20000 23920.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0020 805-92504 14.000 EACH | 405.00000 5670.00| 400.00000 5600.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
SECTION TOTALS | $ 181,597.50| $ 184,687.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 181,597.50| $ 184,687.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 605 -1
VENDOR RANKING
CALL ORDER : 605 CONTRACT ID : TM-29480-A COUNTIES : SULLIVAN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : 66
CONTRACT TIME : 08/31/07 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710100
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1675187 HUMMEL ELECTRIC, INC. $ 100,770.05 100.0000%
2 35-0821499 JAMES H DREW CORPORATION $ 115,289.34 114.4083%
3 74-2851603 QUANTA SERVICES, INC. $ 124,102.00 123.1537%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 605 -2
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 605 CONTRACT ID : TM-29480-A COUNTIES : SULLIVAN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-0821499 |( 3 ) 74-2851603
|HUMMEL ELECTRIC, INC. |JAMES H DREW CORPORATION |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODENIZATION
| | |
0001 105-06845 LUMP | 500.00000 500.00| 534.09000 534.09| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 3.000 MOS | 1600.00000 4800.00| 1913.01000 5739.03| 500.00000 1500.00
FIELD OFFICE, B | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 2200.00000 2200.00| 1562.20000 1562.20| 6000.00000 6000.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-78515 LUMP | 800.00000 800.00| 3470.38000 3470.38| 500.00000 500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0007 801-06640 18.000 EACH | 160.00000 2880.00| 126.00000 2268.00| 250.00000 4500.00
CONSTRUCTION SIGN, A | | |
0008 801-06710 40.000 DAY | 20.00000 800.00| 47.70000 1908.00| 15.00000 600.00
FLASHING ARROW SIGN | | |
0009 801-06775 LUMP | 4720.00000 4720.00| 1064.09000 1064.09| 3500.00000 3500.00
MAINTAINING TRAFFIC | | |
0010 801-09133 2.000 EACH | 1000.00000 2000.00| 2730.00000 5460.00| 3200.00000 6400.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0011 802-76025 10.000 SFT | 18.00000 180.00| 146.50000 1465.00| 20.00000 200.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0012 805-01842 10.000 EACH | 750.00000 7500.00| 883.73000 8837.30| 900.00000 9000.00
HANDHOLE, SIGNAL | | |
0013 805-02087 LUMP | 500.00000 500.00| 1068.17000 1068.17| 750.00000 750.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0014 805-06592 1850.000 LFT | 15.00000 27750.00| 14.00000 25900.00| 20.00000 37000.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0015 805-78205 10.000 EACH | 660.00000 6600.00| 689.78000 6897.80| 710.00000 7100.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0016 805-78215 2.000 EACH | 696.00000 1392.00| 662.28000 1324.56| 680.00000 1360.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/07/07
PAGE : 605 -3
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 605 CONTRACT ID : TM-29480-A COUNTIES : SULLIVAN
LETTING DATE : 05/16/07 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-0821499 |( 3 ) 74-2851603
|HUMMEL ELECTRIC, INC. |JAMES H DREW CORPORATION |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 805-78415 3.000 EACH | 1500.00000 4500.00| 3521.24000 10563.72| 1750.00000 5250.00
SPAN, CATENARY, AND TETHER | | |
0018 805-78420 3.000 EACH | 266.40000 799.20| 204.26000 612.78| 280.00000 840.00
DISCONNECT HANGER | | |
0019 805-78445 1.000 EACH | 500.00000 500.00| 754.09000 754.09| 550.00000 550.00
SIGNAL SERVICE | | |
0020 805-78467 60.000 LFT | 2.00000 120.00| 2.05000 123.00| 2.00000 120.00
SIGNAL CABLE, 3C 8GA. | | |
0021 805-78470 4000.000 LFT | 0.40000 1600.00| 0.44000 1760.00| 0.40000 1600.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0022 805-78485 1400.000 LFT | 1.30000 1820.00| 1.28000 1792.00| 1.40000 1960.00
SIGNAL CABLE, 5C 14GA. | | |
0023 805-78490 450.000 LFT | 1.60000 720.00| 1.46000 657.00| 1.60000 720.00
SIGNAL CABLE, 7C 14GA. | | |
0024 805-78510 5800.000 LFT | 0.80000 4640.00| 0.95000 5510.00| 1.40000 8120.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0025 805-78785 11.000 EACH | 500.00000 5500.00| 974.78000 10722.58| 600.00000 6600.00
SIGNAL DETECTOR HOUSING | | |
0026 805-78795 1500.000 LFT | 8.00000 12000.00| 7.71000 11565.00| 10.00000 15000.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0027 805-92504 6.000 EACH | 660.10000 3960.60| 343.35000 2060.10| 380.00000 2280.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0028 808-75297 165.000 LFT | 6.25000 1031.25| 5.25000 866.25| 5.20000 858.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0029 808-75320 8.000 EACH | 78.75000 630.00| 66.15000 529.20| 65.00000 520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0030 808-75325 4.000 EACH | 81.25000 325.00| 68.25000 273.00| 68.00000 272.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 100,770.05| $ 115,289.34| $ 124,102.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 100,770.05| $ 115,289.34| $ 124,102.00
====================================================================================================================================