INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/14/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 4,286,936.23 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,827,000.00 112.5979% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACMENT AND DRAINAGE CORRECTION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 155000.00000 155000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 20.000 MOS | 1100.00000 22000.00| 1900.00000 38000.00| FIELD OFFICE, C | | | 0003 105-08520 3.000 EACH | 210.00000 630.00| 250.00000 750.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 60.000 MOS | 55.00000 3300.00| 60.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 11000.00000 11000.00| 8950.00000 8950.00| PARTNERING OVERHEAD | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 214000.00000 214000.00| 240000.00000 240000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 64000.00000 64000.00| 71000.00000 71000.00| CLEARING RIGHT OF WAY | | | 0012 202-01405 100.000 m3 | 133.00000 13300.00| 400.00000 40000.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02240 3400.000 m2 | 6.70000 22780.00| 10.00000 34000.00| PAVEMENT REMOVAL | | | 0014 202-02250 1.000 EACH | 465.00000 465.00| 900.00000 900.00| TREE, 250 mm, REMOVE | | | 0015 202-02255 5.000 EACH | 560.00000 2800.00| 1000.00000 5000.00| TREE, 460 mm, REMOVE | | | 0016 202-02260 2.000 EACH | 925.00000 1850.00| 1200.00000 2400.00| TREE, 760 mm, REMOVE | | | 0017 202-02278 120.000 m | 11.00000 1320.00| 20.00000 2400.00| CURB, CONCRETE, REMOVE | | | 0018 202-52710 892.000 m2 | 3.75000 3345.00| 11.00000 9812.00| SIDEWALK, CONCRETE, REMOVE | | | 0019 202-78515 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 203-02000 5130.000 m3 | 22.00000 112860.00| 32.00000 164160.00| EXCAVATION, COMMON | | | 0021 205-03371 20.000 m3 | 37.00000 740.00| 65.00000 1300.00| SEDIMENT REMOVE | | | 0022 205-06933 26.000 EACH | 95.00000 2470.00| 90.00000 2340.00| TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 316.500 m | 5.75000 1819.88| 5.50000 1740.75| TEMPORARY SILT FENCE | | | 0024 207-08268 13582.000 m2 | 13.50000 183357.00| 18.00000 244476.00| SUBGRADE TREATMENT, TYPE IV | | | 0025 211-07454 500.000 m3 | 50.00000 25000.00| 42.00000 21000.00| STRUCTURE BACKFILL | | | 0026 301-07448 1789.000 Mg | 25.00000 44725.00| 25.00000 44725.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 13.000 Mg | 37.50000 487.50| 45.00000 585.00| COMPACTED AGGREGATE, NO. 73 | | | 0028 304-07489 40.500 Mg | 118.00000 4779.00| 145.00000 5872.50| HMA PATCHING, TYPE A | | | 0029 306-08034 8761.000 m2 | 1.05000 9199.05| 2.25000 19712.25| MILLING, ASPHALT, 38 mm | | | 0030 401-06264 LUMP | 3400.00000 3400.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0031 401-07334 1433.000 Mg | 75.00000 107475.00| 68.00000 97444.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07403 1693.000 Mg | 64.00000 108352.00| 63.00000 106659.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 401-07424 4933.000 Mg | 52.00000 256516.00| 52.00000 256516.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0034 401-07429 1900.000 Mg | 61.00000 115900.00| 57.00000 108300.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0035 402-07441 197.000 Mg | 69.50000 13691.50| 72.00000 14184.00| HMA BASE, TYPE B | | | 0036 402-07453 755.000 Mg | 110.00000 83050.00| 62.00000 46810.00| HMA FOR TEMPORARY PAVEMENT | | | 0038 406-05520 16.900 Mg | 280.00000 4732.00| 250.00000 4225.00| ASPHALT FOR TACK COAT | | | 0039 604-06070 1965.500 m2 | 36.00000 70758.00| 33.00000 64861.50| SIDEWALK, CONCRETE | | | 0040 604-07894 25.100 m2 | 195.00000 4894.50| 184.00000 4618.40| CURB RAMP, CONCRETE, A | | | 0041 604-07900 33.000 m2 | 195.00000 6435.00| 184.00000 6072.00| CURB RAMP, CONCRETE, F | | | 0042 604-07902 131.300 m2 | 195.00000 25603.50| 184.00000 24159.20| CURB RAMP, CONCRETE, H | | | 0043 604-44251 0.900 m3 | 1350.00000 1215.00| 1000.00000 900.00| STEPS, CONCRETE | | | 0044 605-06120 301.000 m | 80.00000 24080.00| 56.00000 16856.00| CURB, CONCRETE | | | 0045 605-06145 16.200 m | 100.00000 1620.00| 41.00000 664.20| CURB AND GUTTER, B, CONCRETE | | | 0046 605-06150 1630.000 m | 49.50000 80685.00| 46.00000 74980.00| CURB AND GUTTER, C, CONCRETE | | | 0047 605-94811 2.000 EACH | 575.00000 1150.00| 800.00000 1600.00| CURB TURNOUT | | | 0048 610-07486 62.000 Mg | 91.00000 5642.00| 92.00000 5704.00| HMA FOR APPROACHES, TYPE A | | | 0049 610-07487 1431.000 Mg | 82.50000 118057.50| 92.00000 131652.00| HMA FOR APPROACHES, TYPE B | | | 0050 610-07712 1568.500 m2 | 48.00000 75288.00| 50.00000 78425.00| PCCP FOR APPROACHES, 150 mm | | | 0051 615-06505 17.000 EACH | 520.00000 8840.00| 495.00000 8415.00| MONUMENT, B | | | 0052 616-02320 40.500 m2 | 7.00000 283.50| 10.00000 405.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 616-06405 35.600 Mg | 35.00000 1246.00| 60.00000 2136.00| RIPRAP, REVETMENT | | | 0054 621-01004 3.000 EACH | 630.00000 1890.00| 600.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 0.300 Mg | 1050.00000 315.00| 1000.00000 300.00| FERTILIZER | | | 0056 621-06553 38.000 kg | 10.00000 380.00| 9.45000 359.10| SEED MIXTURE, R | | | 0057 621-06557 18.000 kg | 6.30000 113.40| 6.00000 108.00| SEED MIXTURE, T | | | 0058 621-06565 1.800 Mg | 630.00000 1134.00| 600.00000 1080.00| MULCHING MATERIAL | | | 0059 621-06567 51.800 kL | 1.00000 51.80| 1.00000 51.80| WATER | | | 0060 621-06575 2402.000 m2 | 4.25000 10208.50| 3.90000 9367.80| SODDING, NURSERY | | | 0061 715-05024 260.400 m | 268.00000 69787.20| 275.00000 71610.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0062 715-05048 2262.000 m | 15.50000 35061.00| 28.00000 63336.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05053 3.000 m | 80.00000 240.00| 140.00000 420.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0064 715-05149 519.700 m | 138.00000 71718.60| 140.00000 72758.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 152.200 m | 97.00000 14763.40| 142.00000 21612.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 124.300 m | 109.00000 13548.70| 153.00000 19017.90| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05154 192.900 m | 150.00000 28935.00| 174.00000 33564.60| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 715-05156 312.500 m | 176.00000 55000.00| 215.00000 67187.50| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0069 715-05159 190.000 m | 530.00000 100700.00| 580.00000 110200.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0070 715-05161 369.000 m | 670.00000 247230.00| 730.00000 269370.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0071 715-06004 1.000 EACH | 3300.00000 3300.00| 3300.00000 3300.00| CONCRETE ANCHOR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 715-08305 1102.000 Mg | 66.50000 73283.00| 105.00000 115710.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0073 715-46010 2.000 EACH | 366.00000 732.00| 425.00000 850.00| PIPE END SECTION, 450 mm | | | 0074 715-46020 1.000 EACH | 471.00000 471.00| 475.00000 475.00| PIPE END SECTION, 600 mm | | | 0075 715-46040 2.000 EACH | 990.00000 1980.00| 650.00000 1300.00| PIPE END SECTION, 900 mm | | | 0076 718-06531 1.000 EACH | 640.00000 640.00| 900.00000 900.00| OUTLET PROTECTOR, 3 | | | 0077 718-06532 1000.000 m | 2.50000 2500.00| 2.35000 2350.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 364.500 m3 | 58.00000 21141.00| 50.00000 18225.00| AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 6143.000 m2 | 1.50000 9214.50| 1.50000 9214.50| GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-08241 5.000 EACH | 4200.00000 21000.00| 5400.00000 27000.00| MANHOLE, K15, MODIFIED | | | 0081 720-44000 7.000 EACH | 460.00000 3220.00| 425.00000 2975.00| CASTING, ADJUST TO GRADE | | | 0082 720-45030 2.000 EACH | 950.00000 1900.00| 1750.00000 3500.00| INLET, E7 | | | 0083 720-45035 4.000 EACH | 950.00000 3800.00| 1750.00000 7000.00| INLET, F7 | | | 0084 720-45045 5.000 EACH | 1200.00000 6000.00| 2000.00000 10000.00| INLET, J10 | | | 0085 720-45055 1.000 EACH | 1250.00000 1250.00| 2000.00000 2000.00| INLET, M10 | | | 0086 720-45085 1.000 EACH | 1700.00000 1700.00| 2400.00000 2400.00| INLET, T14 | | | 0087 720-45275 20.000 EACH | 750.00000 15000.00| 2000.00000 40000.00| PIPE CATCH BASIN, 600 mm | | | 0088 720-45410 17.000 EACH | 1300.00000 22100.00| 2300.00000 39100.00| MANHOLE, C4 | | | 0089 720-45416 2.000 EACH | 3700.00000 7400.00| 5400.00000 10800.00| MANHOLE, E4 | | | 0090 720-91973 21.000 EACH | 2100.00000 44100.00| 3800.00000 79800.00| MANHOLE, H4 | | | 0091 720-93501 1.000 EACH | 5600.00000 5600.00| 9200.00000 9200.00| MANHOLE, L4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 720-94612 4.000 EACH | 3600.00000 14400.00| 8200.00000 32800.00| MANHOLE, K4 | | | 0093 720-98174 45.000 EACH | 1600.00000 72000.00| 2400.00000 108000.00| INLET, B15 | | | 0094 720-98555 21.000 EACH | 1700.00000 35700.00| 2400.00000 50400.00| INLET, C15 | | | 0095 801-04308 11.000 EACH | 625.00000 6875.00| 595.00000 6545.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 4120.000 m | 1.00000 4120.00| 0.94000 3872.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06207 2370.000 m | 3.15000 7465.50| 4.10000 9717.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 801-06625 15.000 EACH | 132.00000 1980.00| 125.00000 1875.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 33.000 EACH | 195.00000 6435.00| 185.00000 6105.00| CONSTRUCTION SIGN, A | | | 0100 801-06645 13.000 EACH | 63.00000 819.00| 60.00000 780.00| CONSTRUCTION SIGN, B | | | 0101 801-06710 510.000 DAY | 17.00000 8670.00| 16.00000 8160.00| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 79000.00000 79000.00| 206993.64000 206993.64| MAINTAINING TRAFFIC | | | 0103 801-07118 28.800 m | 88.00000 2534.40| 84.00000 2419.20| BARRICADE, III-A | | | 0104 801-07119 108.000 m | 102.00000 11016.00| 98.00000 10584.00| BARRICADE, III-B | | | 0105 802-04242 8.000 EACH | 105.00000 840.00| 100.00000 800.00| PEDESTRIAN PUSHBUTTON SIGN, BRAILLE | | | 0106 802-07059 80.000 EACH | 26.50000 2120.00| 25.00000 2000.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0107 802-76025 32.200 m2 | 132.00000 4250.40| 125.00000 4025.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0108 802-76035 2.100 m2 | 142.00000 298.20| 135.00000 283.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0109 802-76045 10.400 m2 | 168.00000 1747.20| 160.00000 1664.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-01815 4.000 EACH | 2050.00000 8200.00| 1950.00000 7800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0112 805-01842 7.000 EACH | 895.00000 6265.00| 850.00000 5950.00| HANDHOLE, SIGNAL | | | 0113 805-01893 LUMP | 3425.00000 3425.00| 3250.00000 3250.00| MAINTAINING TRAFFIC SIGNAL | | | 0114 805-02087 LUMP | 525.00000 525.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0115 805-02152 8.000 EACH | 610.00000 4880.00| 580.00000 4640.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0116 805-06592 277.000 m | 50.50000 13988.50| 48.00000 13296.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0117 805-06834 1.000 EACH | 9950.00000 9950.00| 9450.00000 9450.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0118 805-78205 8.000 EACH | 685.00000 5480.00| 650.00000 5200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0120 805-78415 4.000 EACH | 1600.00000 6400.00| 1520.00000 6080.00| SPAN, CATENARY, AND TETHER | | | 0121 805-78420 4.000 EACH | 263.00000 1052.00| 250.00000 1000.00| DISCONNECT HANGER | | | 0122 805-78445 1.000 EACH | 475.00000 475.00| 450.00000 450.00| SIGNAL SERVICE | | | 0123 805-78467 19.000 m | 5.50000 104.50| 5.20000 98.80| SIGNAL CABLE, 3C 8GA. | | | 0124 805-78480 337.000 m | 4.40000 1482.80| 4.20000 1415.40| SIGNAL CABLE, 3C 14GA. | | | 0125 805-78485 369.000 m | 4.75000 1752.75| 4.50000 1660.50| SIGNAL CABLE, 5C 14GA. | | | 0126 805-78490 278.000 m | 5.15000 1431.70| 4.90000 1362.20| SIGNAL CABLE, 7C 14GA. | | | 0127 805-78510 864.000 m | 4.40000 3801.60| 4.20000 3628.80| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0129 805-81032 2.000 EACH | 3725.00000 7450.00| 3550.00000 7100.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0130 805-92504 8.000 EACH | 440.00000 3520.00| 420.00000 3360.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 808-04298 2.000 EACH | 310.00000 620.00| 295.00000 590.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0132 808-06701 110.000 m | 1.35000 148.50| 1.28000 140.80| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0133 808-06703 792.000 m | 1.35000 1069.20| 1.28000 1013.76| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0136 808-75245 2564.000 m | 1.35000 3461.40| 1.28000 3281.92| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0137 808-75320 4.000 EACH | 68.50000 274.00| 65.00000 260.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0138 808-75325 2.000 EACH | 73.50000 147.00| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0139 808-75340 2.000 EACH | 310.00000 620.00| 295.00000 590.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0140 202-03875 0.900 EACH | 640.00000 576.00| 700.00000 630.00| CONCRETE STEPS, REMOVE | | | 0141 201-06587 0.120 ha | 4820.00000 578.40| 40000.00000 4800.00| CLEARING AND GRUBBING | | | 0142 213-52830 9458.000 m3 | 102.00000 964716.00| 80.00000 756640.00| FLOWABLE MORTAR | | | 0143 402-07433 99.000 Mg | 106.00000 10494.00| 105.00000 10395.00| HMA SURFACE, TYPE B | | | 0144 606-07484 731.000 m | 7.25000 5299.75| 6.25000 4568.75| MILLED HMA SHOULDER CORRUGATIONS | | | 0145 714-04802 14.000 m2 | 162.00000 2268.00| 70.00000 980.00| CONCRETE MODULAR BLOCK WALL , | | | NON-REINFORCED | | | 0146 720-45250 6.000 EACH | 1400.00000 8400.00| 3000.00000 18000.00| CATCH BASIN, K10 | | | 0147 720-45270 10.000 EACH | 670.00000 6700.00| 1900.00000 19000.00| PIPE CATCH BASIN, 450 mm | | | 0148 731-93946 14.000 m2 | 100.00000 1400.00| 350.00000 4900.00| WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 731-93947 14.000 m | 76.00000 1064.00| 70.00000 980.00| LEVELING PAD, CONCRETE | | | 0150 732-07653 2.100 Mg | 78.00000 163.80| 85.00000 178.50| COARSE AGGREGATE, NO. 8 | | | 0151 801-07023 2.000 EACH | 3885.00000 7770.00| 4600.00000 9200.00| ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0152 801-08508 300.000 m | 97.00000 29100.00| 75.00000 22500.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0153 801-05954 2.000 EACH | 52.50000 105.00| 50.00000 100.00| TEMPORARY PAVEMENT MESSAGE MARKING | | | 0154 801-09133 4.000 EACH | 11300.00000 45200.00| 21500.00000 86000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0155 801-94295 4.000 EACH | 315.00000 1260.00| 300.00000 1200.00| SIGNAL HEAD, RELOCATE | | | 0156 802-05701 270.500 m | 30.00000 8115.00| 28.50000 7709.25| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0157 802-05702 33.000 m | 25.25000 833.25| 24.00000 792.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0158 804-06771 1.000 EACH | 25.00000 25.00| 85.00000 85.00| DELINEATOR POST, FLEXIBLE | | | 0159 808-75297 124.000 m | 20.30000 2517.20| 19.35000 2399.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0160 808-75300 190.000 m | 2.50000 475.00| 2.36000 448.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0161 808-75278 101.000 m | 10.00000 1010.00| 9.51000 960.51| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0162 808-92027 273.000 m | 2.75000 750.75| 2.59000 707.07| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0163 808-75996 39.000 EACH | 10.00000 390.00| 12.00000 468.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0164 808-75998 39.000 EACH | 68.00000 2652.00| 65.00000 2535.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 155 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,616,843.06 ROUTE : 256 CALL ORDER : 155 CONTRACT ID : R -27007-A COUNTIES : SCOTT LETTING DATE : 05/10/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 202-01406 10.000 EACH | 470.00000 4700.00| 500.00000 5000.00| SAMPLING AND TESTING ANALYSIS | | | 0166 805-96121 8.000 EACH | 158.00000 1264.00| 150.00000 1200.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0167 805-78470 1104.000 m | 0.65000 717.60| 0.60000 662.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78785 8.000 EACH | 578.00000 4624.00| 550.00000 4400.00| SIGNAL DETECTOR HOUSING | | | 0169 805-78925 1.000 EACH | 578.00000 578.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0170 805-81060 2.000 EACH | 4200.00000 8400.00| 4000.00000 8000.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0171 805-96014 384.000 m | 3.70000 1420.80| 8.00000 3072.00| SAW CUT, FULL DEPTH | | | 0172 807-02783 2.000 EACH | 1260.00000 2520.00| 1200.00000 2400.00| LUMINAIRE MAST ARM, 4.6 m | | | SECTION TOTALS | $ 4,286,936.23| $ 4,827,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,286,936.23| $ 4,827,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/17/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,595,000.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 7,597,529.57 100.0333% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 83681.70000 83681.70| 142500.00000 142500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2105.20000 25262.40| 2000.00000 24000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 297000.00000 297000.00| 380000.00000 380000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 154149.31000 154149.31| 250000.00000 250000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 15870.000 m2 | 10.22000 162191.40| 12.00000 190440.00| PAVEMENT REMOVAL | | | 0009 202-02241 64.000 m | 10.53000 673.92| 6.00000 384.00| GUARDRAIL, REMOVE | | | 0010 202-93994 4.000 EACH | 446.63000 1786.52| 424.13000 1696.52| SIGNAL MAST ARM AND POLE, REMOVE | | | 0011 203-02000 18704.000 m3 | 23.49000 439356.96| 34.90000 652769.60| EXCAVATION, COMMON | | | 0012 205-06931 33.000 Mg | 275.99000 9107.67| 37.00000 1221.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 11.000 EACH | 57.89000 636.79| 55.00000 605.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06936 27.000 Mg | 133.19000 3596.13| 40.00000 1080.00| TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 1076.000 m | 3.84000 4131.84| 3.65000 3927.40| TEMPORARY SILT FENCE | | | 0016 207-08268 64650.000 m2 | 15.78000 1020177.00| 12.00000 775800.00| SUBGRADE TREATMENT, TYPE IV | | | 0017 211-07454 6477.000 m3 | 26.12000 169179.24| 30.00000 194310.00| STRUCTURE BACKFILL | | | 0018 301-07448 3315.000 Mg | 35.06000 116223.90| 25.00000 82875.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 35.000 Mg | 41.57000 1454.95| 50.00000 1750.00| COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08043 1958.000 m2 | 4.52000 8850.16| 3.50000 6853.00| MILLING, TRANSITION | | | 0021 401-06264 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| PROFILOGRAPH, HMA | | | 0022 401-07327 4427.000 Mg | 65.00000 287755.00| 64.00000 283328.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0023 401-07397 7230.000 Mg | 59.00000 426570.00| 54.00000 390420.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 20533.000 Mg | 48.00000 985584.00| 50.00000 1026650.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 401-08333 9502.000 Mg | 62.00000 589124.00| 55.00000 522610.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0026 402-07453 177.000 Mg | 103.00000 18231.00| 86.00000 15222.00| HMA FOR TEMPORARY PAVEMENT | | | 0027 604-05528 1192.000 Mg | 71.00000 84632.00| 83.00000 98936.00| SIDEWALK, HMA | | | 0028 604-07894 6.000 m2 | 215.72000 1294.32| 160.00000 960.00| CURB RAMP, CONCRETE, A | | | 0029 604-07897 24.000 m2 | 227.54000 5460.96| 160.00000 3840.00| CURB RAMP, CONCRETE, C | | | 0030 604-07898 54.000 m2 | 220.97000 11932.38| 160.00000 8640.00| CURB RAMP, CONCRETE, D | | | 0031 604-07900 33.000 m2 | 211.42000 6976.86| 160.00000 5280.00| CURB RAMP, CONCRETE, F | | | 0032 604-07901 10.000 m2 | 187.04000 1870.40| 160.00000 1600.00| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07902 16.000 m2 | 212.76000 3404.16| 160.00000 2560.00| CURB RAMP, CONCRETE, H | | | 0034 604-91531 536.000 m2 | 38.62000 20700.32| 29.00000 15544.00| SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 3852.000 m | 38.67000 148956.84| 35.00000 134820.00| CURB, CONCRETE | | | 0036 605-06140 4592.000 m | 49.15000 225696.80| 43.00000 197456.00| CURB AND GUTTER, CONCRETE | | | 0037 605-06215 225.000 m | 137.66000 30973.50| 88.00000 19800.00| CENTER CURB, D, CONCRETE | | | 0038 605-93464 882.000 m2 | 92.60000 81673.20| 80.00000 70560.00| CENTER CURB, CONCRETE, MODIFIED | | | 0039 605-97937 402.000 m | 69.03000 27750.06| 45.00000 18090.00| CURB AND GUTTER, CONCRETE, ROLL | | | 0040 610-07486 321.000 Mg | 74.00000 23754.00| 135.00000 43335.00| HMA FOR APPROACHES, TYPE A | | | 0041 610-07712 2404.000 m2 | 48.19000 115848.76| 40.00000 96160.00| PCCP FOR APPROACHES, 150 mm | | | 0042 611-06497 7.000 EACH | 187.36000 1311.52| 178.00000 1246.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 611-06498 4.000 EACH | 236.84000 947.36| 225.00000 900.00| MAILBOX ASSEMBLY, DOUBLE | | | 0044 615-06505 6.000 EACH | 526.30000 3157.80| 500.00000 3000.00| MONUMENT, B | | | 0045 615-06510 5.000 EACH | 484.20000 2421.00| 460.00000 2300.00| MONUMENT, C | | | 0046 615-06527 1.000 EACH | 478.93000 478.93| 455.00000 455.00| MONUMENT, SECTION CORNER | | | 0047 616-02320 523.000 m2 | 4.81000 2515.63| 3.00000 1569.00| GEOTEXTILES | | | 0048 616-05688 420.000 Mg | 54.50000 22890.00| 40.00000 16800.00| RIPRAP, CLASS 1 | | | 0049 616-06405 290.000 Mg | 35.62000 10329.80| 35.00000 10150.00| RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 263.15000 789.45| 250.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 1.000 Mg | 717.87000 717.87| 882.00000 882.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06554 183.000 kg | 5.62000 1028.46| 5.34000 977.22| SEED MIXTURE, U | | | 0053 621-06565 5.000 Mg | 404.20000 2021.00| 384.00000 1920.00| MULCHING MATERIAL | | | 0054 621-06575 13187.000 m2 | 3.01000 39692.87| 2.86000 37714.82| SODDING, NURSERY | | | 0055 703-51030 1786.000 kg | 2.08000 3714.88| 6.00000 10716.00| REINFORCING STEEL | | | 0056 706-92237 13.000 m | 578.93000 7526.09| 550.00000 7150.00| HANDRAIL, STEEL TYPE A | | | 0057 706-92237 178.000 m | 326.31000 58083.18| 284.00000 50552.00| HANDRAIL, STEEL TYPE B | | | 0058 714-44240 23.000 m3 | 1550.17000 35653.91| 2000.00000 46000.00| CONCRETE, A, STRUCTURES | | | 0059 715-05048 5238.000 m | 10.80000 56570.40| 12.50000 65475.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05053 3.000 m | 78.95000 236.85| 60.00000 180.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0061 715-05119 23.000 m | 317.61000 7305.03| 90.00000 2070.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0062 715-05149 950.000 m | 111.35000 105782.50| 85.00000 80750.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 1077.000 m | 119.53000 128733.81| 90.00000 96930.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 538.000 m | 131.10000 70531.80| 100.00000 53800.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05154 273.000 m | 168.47000 45992.31| 120.00000 32760.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0066 715-05156 152.000 m | 205.19000 31188.88| 160.00000 24320.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0067 715-05161 316.000 m | 302.86000 95703.76| 260.00000 82160.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0068 715-05238 29.000 m | 333.56000 9673.24| 385.00000 11165.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0069 715-05413 37.000 m | 693.56000 25661.72| 245.00000 9065.00| PIPE, SANITARY SEWER, 450 mm | | | 0070 715-46000 2.000 EACH | 636.50000 1273.00| 200.00000 400.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-46005 3.000 EACH | 659.17000 1977.51| 231.02000 693.06| PIPE END SECTION, 375 mm | | | 0072 715-46010 2.000 EACH | 704.45000 1408.90| 275.00000 550.00| PIPE END SECTION, 450 mm | | | 0073 715-46020 2.000 EACH | 772.39000 1544.78| 350.00000 700.00| PIPE END SECTION, 600 mm | | | 0074 718-06532 1000.000 m | 3.47000 3470.00| 2.35000 2350.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 1184.000 m3 | 39.11000 46306.24| 35.00000 41440.00| AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 15713.000 m2 | 1.95000 30640.35| 1.25000 19641.25| GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-03757 2.000 EACH | 3623.87000 7247.74| 3000.00000 6000.00| MANHOLE, C15 | | | 0078 720-44000 1.000 EACH | 470.74000 470.74| 1300.00000 1300.00| CASTING, ADJUST TO GRADE | | | 0079 720-45030 8.000 EACH | 1148.21000 9185.68| 1500.00000 12000.00| INLET, E7 | | | 0080 720-45035 2.000 EACH | 1517.91000 3035.82| 1500.00000 3000.00| INLET, F7 | | | 0081 720-45040 1.000 EACH | 2586.82000 2586.82| 1900.00000 1900.00| INLET, G7 | | | 0082 720-45265 1.000 EACH | 1012.87000 1012.87| 900.00000 900.00| PIPE CATCH BASIN, 375 mm | | | 0083 720-45410 35.000 EACH | 2435.39000 85238.65| 1800.00000 63000.00| MANHOLE, C4 | | | 0084 720-45410 1.000 EACH | 4822.83000 4822.83| 2700.00000 2700.00| MANHOLE, C4 ,SANITARY | | | 0085 720-45431 3.000 EACH | 3450.77000 10352.31| 3800.00000 11400.00| MANHOLE, J WITH TYPE 15 CASTING | | | 0086 720-45605 6.000 m | 1154.77000 6928.62| 1600.00000 9600.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0087 720-45605 3.000 m | 1154.77000 3464.31| 2200.00000 6600.00| STRUCTURE, MANHOLE, RECONSTRUCT ,ROTATE | | | 0088 720-94612 9.000 EACH | 3387.36000 30486.24| 4200.00000 37800.00| MANHOLE, K4 | | | 0089 720-95422 6.000 EACH | 2796.29000 16777.74| 3200.00000 19200.00| MANHOLE, J4 | | | 0090 720-98174 47.000 EACH | 2056.94000 96676.18| 2000.00000 94000.00| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 720-98555 57.000 EACH | 2054.01000 117078.57| 2000.00000 114000.00| INLET, C15 | | | 0092 723-06660 44.000 m2 | 1080.41000 47538.04| 1300.00000 57200.00| WINGWALL | | | 0093 723-08392 70.000 m | 3800.94000 266065.80| 4000.00000 280000.00| STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | X 2130 mm | | | 0094 732-08420 233.000 m2 | 103.64000 24148.12| 120.00000 27960.00| MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0095 732-08421 233.000 m2 | 404.57000 94264.81| 270.00000 62910.00| MODULAR BLOCK WALL ERECTION | | | 0096 801-04308 11.000 EACH | 499.99000 5499.89| 420.00000 4620.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06203 8300.000 m | 0.53000 4399.00| 0.50000 4150.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0098 801-06207 4500.000 m | 3.15000 14175.00| 3.30000 14850.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0099 801-06216 13.000 m | 12.16000 158.08| 25.00000 325.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0100 801-06640 10.000 EACH | 263.15000 2631.50| 200.00000 2000.00| CONSTRUCTION SIGN, A | | | 0101 801-06710 500.000 DAY | 12.63000 6315.00| 2.00000 1000.00| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 108898.19000 108898.19| 217000.00000 217000.00| MAINTAINING TRAFFIC | | | 0103 801-07119 108.000 m | 41.05000 4433.40| 39.00000 4212.00| BARRICADE, III-B | | | 0104 802-05702 323.000 m | 38.80000 12532.40| 36.86000 11905.78| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0105 802-76025 38.000 m2 | 179.76000 6830.88| 170.74000 6488.12| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 29.000 m2 | 159.74000 4632.46| 151.72000 4399.88| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 802-96915 LUMP | 842.76000 842.76| 800.57000 800.57| SIGN, RELOCATE | | | 0108 805-01815 4.000 EACH | 2003.16000 8012.64| 1902.57000 7610.28| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0109 805-01842 4.000 EACH | 660.00000 2640.00| 626.89000 2507.56| HANDHOLE, SIGNAL | | | 0110 805-01893 LUMP | 1232.35000 1232.35| 1170.33000 1170.33| MAINTAINING TRAFFIC SIGNAL | | | 0111 805-02077 1.000 EACH | 12025.23000 12025.23| 11424.13000 11424.13| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | AND 9.1 m ARM | | | 0112 805-02087 LUMP | 446.63000 446.63| 424.13000 424.13| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0113 805-02152 8.000 EACH | 361.42000 2891.36| 343.33000 2746.64| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0114 805-02658 238.000 m | 3.37000 802.06| 3.20000 761.60| CABLE, COAXIAL | | | 0115 805-03537 3.000 EACH | 12025.23000 36075.69| 11424.13000 34272.39| SIGNAL CANTILEVER STRUCTURE, 13.7 m ARM | | | AND 9.1 m ARM | | | 0116 805-03979 2.000 EACH | 817.96000 1635.92| 777.03000 1554.06| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS , 2 CHANNEL | | | 0117 805-03980 2.000 EACH | 239.03000 478.06| 227.03000 454.06| EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0118 805-06592 145.000 m | 31.85000 4618.25| 29.70000 4306.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0119 805-06886 1.000 EACH | 18261.16000 18261.16| 17348.26000 17348.26| VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0120 805-78100 1.000 EACH | 9171.96000 9171.96| 8713.26000 8713.26| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 6.000 EACH | 607.14000 3642.84| 576.74000 3460.44| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0122 805-78230 2.000 EACH | 913.48000 1826.96| 867.76000 1735.52| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 805-78370 8.000 EACH | 100.58000 804.64| 95.52000 764.16| PEDESTRIAN PUSH BUTTON | | | 0124 805-78445 1.000 EACH | 678.20000 678.20| 616.63000 616.63| SIGNAL SERVICE | | | 0125 805-78467 8.000 m | 5.72000 45.76| 4.55000 36.40| SIGNAL CABLE, 3C 8GA. | | | 0126 805-78480 434.000 m | 3.23000 1401.82| 2.90000 1258.60| SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 292.000 m | 3.63000 1059.96| 3.07000 896.44| SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 216.000 m | 3.99000 861.84| 3.45000 745.20| SIGNAL CABLE, 7C 14GA. | | | 0129 805-78925 1.000 EACH | 793.99000 793.99| 754.13000 754.13| CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-95568 332.000 m | 24.52000 8140.64| 20.00000 6640.00| CONDUIT, PVC, 100 mm | | | 0131 808-02066 176.000 m | 3.00000 528.00| 2.63000 462.88| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | 0132 808-03439 391.000 m | 11.89000 4648.99| 10.00000 3910.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0133 808-06701 1045.000 m | 1.13000 1180.85| 0.86000 898.70| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0134 808-06703 259.000 m | 1.13000 292.67| 0.86000 222.74| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0135 808-06705 232.000 m | 3.95000 916.40| 3.00000 696.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-06711 4000.000 m | 0.01000 40.00| 0.01000 40.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0137 808-06713 101.000 m | 8.63000 871.63| 0.01000 1.01| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0138 808-06714 4000.000 m | 0.01000 40.00| 0.01000 40.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0139 808-06716 220.000 m | 4.47000 983.40| 3.30000 726.00| LINE, REMOVE | | | 0140 808-07845 26.000 EACH | 25.26000 656.76| 40.00000 1040.00| TRANSVERSE MARKINGS , THERMOPLASTIC, | | | WHITE, YIELD TRIANGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 183 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,130,048.06 ROUTE : CALL ORDER : 183 CONTRACT ID : R -27940-C COUNTIES : HAMILTON LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( ) |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 808-75245 3355.000 m | 1.13000 3791.15| 0.86000 2885.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75297 40.000 m | 11.89000 475.60| 10.00000 400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0143 808-75320 13.000 EACH | 87.37000 1135.81| 60.00000 780.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 5.000 EACH | 129.47000 647.35| 390.00000 1950.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 808-92027 1666.000 m | 3.95000 6580.70| 3.00000 4998.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 7,595,000.00| $ 7,597,529.57| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,595,000.00| $ 7,597,529.57| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/27/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 5,293,432.54 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 5,557,458.00 104.9878% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 5,634,000.00 106.4338% 4 36-2231526 WALSH CONSTR COMPANY $ 6,258,000.00 118.2220% ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SOUND BARRIER WALLS | | | 0001 105-06845 LUMP | 42057.01000 42057.01| 50000.00000 50000.00| 43000.00000 43000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1300.00000 19500.00| 1400.00000 21000.00| 1600.00000 24000.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 453.85260 1361.56| 55.00000 165.00| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 45.000 MOS | 131.11300 5900.09| 221.00000 9945.00| 140.00000 6300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 264671.63000 264671.63| 275000.00000 275000.00| 280000.00000 280000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 131075.23000 131075.23| 135000.00000 135000.00| 140000.00000 140000.00 CLEARING RIGHT OF WAY | | | 0010 202-02241 678.180 m | 5.44620 3693.50| 5.50000 3729.99| 5.50000 3729.99 GUARDRAIL, REMOVE | | | 0013 202-96531 1400.000 m | 6.55560 9177.84| 6.60000 9240.00| 6.75000 9450.00 FENCE, RIGHT-OF-WAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 100.000 m3 | 137.63860 13763.86| 25.00000 2500.00| 21.00000 2100.00 EXCAVATION, COMMON | | | 0015 205-06931 36.000 Mg | 55.29410 1990.59| 44.00000 1584.00| 220.00000 7920.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 42.000 m | 19.66690 826.01| 20.00000 840.00| 20.00000 840.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 10.000 EACH | 60.51370 605.14| 62.00000 620.00| 60.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1349.000 m | 7.68470 10366.66| 3.90000 5261.10| 4.00000 5396.00 TEMPORARY SILT FENCE | | | 0020 211-07454 10.000 m3 | 49.39890 493.99| 32.00000 320.00| 42.00000 420.00 STRUCTURE BACKFILL | | | 0021 301-07448 697.000 Mg | 30.54730 21291.47| 26.00000 18122.00| 31.00000 21607.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 601-01115 708.660 m | 124.05310 87911.47| 125.00000 88582.50| 125.00000 88582.50 GUARDRAIL, W BEAM, 0.476 m SPACING LONG | | | POST | | | 0023 601-03464 2.000 EACH | 48.41090 96.82| 50.00000 100.00| 51.00000 102.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0024 601-06035 407.670 m | 21.23020 8654.92| 21.25000 8662.99| 22.00000 8968.74 GUARDRAIL, RESET | | | 0025 601-08434 1.000 EACH | 655.56490 655.56| 660.00000 660.00| 670.00000 670.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0026 601-94689 2.000 EACH | 2092.76470 4185.53| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 916.280 m | 45.73830 41909.09| 46.00000 42148.88| 45.00000 41232.60 GUARDRAIL, W BEAM, 1.905 m SPACING LONG | | | POST | | | 0028 601-99106 121.920 m | 77.40710 9437.47| 77.25000 9418.32| 81.00000 9875.52 GUARDRAIL, W BEAM, 0.952 m SPACING LONG | | | POST | | | 0029 603-06045 26.000 m | 73.62500 1914.25| 74.00000 1924.00| 77.00000 2002.00 FENCE, CHAIN LINK, 1220 mm | | | 0030 605-06120 1896.000 m | 63.41500 120234.84| 69.40000 131582.40| 64.00000 121344.00 CURB, CONCRETE TYPE B | | | 0031 605-94811 31.000 EACH | 398.95360 12367.56| 805.00000 24955.00| 1050.00000 32550.00 CURB TURNOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 607-01910 3.000 EACH | 665.40260 1996.21| 1200.00000 3600.00| 2200.00000 6600.00 TURNOUT, CONCRETE | | | 0033 607-06335 723.509 m | 74.16200 53656.87| 75.00000 54263.18| 67.00000 48475.10 PAVED SIDE DITCH, A MODIFIED | | | 0034 615-06490 30.000 EACH | 110.94180 3328.25| 112.00000 3360.00| 115.00000 3450.00 RIGHT OF WAY MARKER | | | 0035 616-02320 740.000 m2 | 1.95880 1449.51| 2.67000 1975.80| 3.00000 2220.00 GEOTEXTILES | | | 0036 616-06405 158.900 Mg | 37.69990 5990.51| 39.00000 6197.10| 46.00000 7309.40 RIPRAP, REVETMENT | | | 0037 620-08426 LUMP | 37821.05000 37821.05| 38000.00000 38000.00| 38021.73000 38021.73 SOUND BARRIER DESIGN AND LAYOUT | | | 0038 620-08427 16104.000 m2 | 45.14000 726934.56| 50.00000 805200.00| 55.32000 890873.28 SOUND BARRIER ERECTION , GROUND MOUNTED | | | 0039 620-08428 16104.000 m2 | 215.04000 3463004.16| 224.00000 3607296.00| 220.65000 3553347.60 SOUND BARRIER PANELS , GROUND MOUNTED | | | 0040 621-01004 6.000 EACH | 252.14030 1512.84| 260.00000 1560.00| 265.00000 1590.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 3.300 Mg | 890.55970 2938.85| 890.00000 2937.00| 900.00000 2970.00 FERTILIZER | | | 0042 621-06554 600.000 kg | 7.71550 4629.30| 8.00000 4800.00| 8.10000 4860.00 SEED MIXTURE, U | | | 0043 621-06565 26.000 Mg | 501.25500 13032.63| 500.00000 13000.00| 525.00000 13650.00 MULCHING MATERIAL | | | 0044 621-06574 245.400 m2 | 6.54560 1606.29| 7.00000 1717.80| 8.00000 1963.20 SODDING | | | 0045 715-05149 32.000 m | 161.24290 5159.77| 82.00000 2624.00| 204.00000 6528.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-46000 10.000 EACH | 185.50860 1855.09| 420.00000 4200.00| 420.00000 4200.00 PIPE END SECTION, 300 mm | | | 0047 720-45260 10.000 EACH | 1396.96550 13969.66| 995.00000 9950.00| 1066.70000 10667.00 PIPE CATCH BASIN, 300 mm | | | 0048 801-03621 LUMP | 5042.81000 5042.81| 5500.00000 5500.00| 5500.00000 5500.00 TEMPORARY ILLUMINATION | | | 0049 801-06775 LUMP | 63983.14000 63983.14| 72746.88000 72746.88| 102500.00000 102500.00 MAINTAINING TRAFFIC | | | 0050 802-05701 60.500 m | 34.79540 2105.12| 35.00000 2117.50| 36.50000 2208.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 802-07057 10.980 m2 | 221.88350 2436.28| 225.00000 2470.50| 230.00000 2525.40 SIGN, PANEL, WITH LEGEND | | | 0052 802-07159 1.000 EACH | 4286.38610 4286.39| 4500.00000 4500.00| 4500.00000 4500.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0053 802-76025 3.150 m2 | 129.60010 408.24| 130.00000 409.50| 135.00000 425.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 26.480 m2 | 136.35750 3610.75| 137.00000 3627.76| 143.00000 3786.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 802-76045 15.840 m2 | 166.41260 2635.98| 170.00000 2692.80| 175.00000 2772.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0056 802-76055 54.000 m | 12.10270 653.55| 12.50000 675.00| 12.70000 685.80 SIGN POST, A | | | 0057 802-76140 1.000 EACH | 23701.19070 23701.19| 24000.00000 24000.00| 25000.00000 25000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0058 807-07580 460.000 m | 25.21400 11598.44| 26.65000 12259.00| 26.50000 12190.00 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0059 802-07059 8.000 EACH | 20.17120 161.37| 20.50000 164.00| 21.00000 168.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0060 202-74040 1.000 EACH | 161.36980 161.37| 155.00000 155.00| 160.00000 160.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0061 205-03371 50.000 m3 | 35.94010 1797.01| 33.00000 1650.00| 18.00000 900.00 SEDIMENT REMOVE | | | 0062 621-07044 300.000 kg | 3.93000 1179.00| 4.15000 1245.00| 4.00000 1200.00 SEED MIXTURE, T, SPRING MIX | | | 0063 802-07102 1.000 EACH | 16641.26000 16641.26| 17000.00000 17000.00| 17500.00000 17500.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | SECTION TOTALS | $ 5,293,432.54| $ 5,557,458.00| $ 5,634,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,293,432.54| $ 5,557,458.00| $ 5,634,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SOUND BARRIER WALLS | | | 0001 105-06845 LUMP | 210671.49000 210671.49| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1800.00000 27000.00| | FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 45.000 MOS | 75.00000 3375.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 300000.00000 300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 150000.00000 150000.00| | CLEARING RIGHT OF WAY | | | 0010 202-02241 678.180 m | 6.00000 4069.08| | GUARDRAIL, REMOVE | | | 0013 202-96531 1400.000 m | 6.50000 9100.00| | FENCE, RIGHT-OF-WAY, REMOVE | | | 0014 203-02000 100.000 m3 | 30.00000 3000.00| | EXCAVATION, COMMON | | | 0015 205-06931 36.000 Mg | 38.61000 1389.96| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 42.000 m | 19.50000 819.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 10.000 EACH | 60.00000 600.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1349.000 m | 3.84000 5180.16| | TEMPORARY SILT FENCE | | | 0020 211-07454 10.000 m3 | 75.00000 750.00| | STRUCTURE BACKFILL | | | 0021 301-07448 697.000 Mg | 30.00000 20910.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/14/06 PAGE : 185 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,853,430.29 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -28085-A COUNTIES : MARION LETTING DATE : 05/10/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO /