INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0691091 0691091 069100V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,482,041.23 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 2,723,511.72 109.7287% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION CONDITIONAL $ 2,797,372.07 112.7044% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 2,925,480.71 117.8659% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,998,042.99 120.7894% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,547,400.00 142.9226% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND OVERHEAD SIGN INSTALLATION | | | 0001 105-01925 12.000 MOS | 1100.00000 13200.00| 1400.00000 16800.00| 1387.10480 16645.26 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 12900.00000 12900.00| 13306.46000 13306.46 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 124000.00000 124000.00| 136700.00000 136700.00| 139868.60000 139868.60 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01845 123.200 m | 4.00000 492.80| 4.13000 508.82| 3.62570 446.69 CONDUIT, REMOVE | | | 0005 202-02240 1066.000 m2 | 14.00000 14924.00| 14.00000 14924.00| 23.24930 24783.75 PAVEMENT, REMOVE | | | 0006 202-02241 456.400 m | 8.50000 3879.40| 11.80000 5385.52| 10.33500 4716.89 GUARDRAIL, REMOVE | | | 0007 202-02276 2.000 EACH| 400.00000 800.00| 200.00000 400.00| 400.74380 801.49 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02446 204.000 m | 20.00000 4080.00| 1.00000 204.00| 20.55710 4193.65 BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-04089 2.000 EACH| 21.00000 42.00| 24.00000 48.00| 61.96970 123.94 SHEET SIGN, REMOVE | | | 0010 202-51133 174.000 m | 11.00000 1914.00| 1.00000 174.00| 5.61150 976.40 RAILING, REMOVE | | | 0011 202-51328 LUMP| 71000.00000 71000.00| 158990.00000 158990.00| 157535.19000 157535.19 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 40000.00000 40000.00| 28449.00000 28449.00| 32154.44000 32154.44 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51368 19.000 m2 | 100.00000 1900.00| 50.00000 950.00| 95.85720 1821.29 SLOPEWALL, REMOVE | | | 0014 202-60820 3376.000 m2 | 2.50000 8440.00| 2.29000 7731.04| 4.68700 15823.31 SURFACE MILLING, ASPHALT | | | 0015 202-60822 5468.000 m2 | 2.50000 13670.00| 2.29000 12521.72| 4.26750 23334.69 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74055 1.000 EACH| 2500.00000 2500.00| 2840.00000 2840.00| 2633.71090 2633.71 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0017 202-86946 1.000 EACH| 175.00000 175.00| 200.00000 200.00| 61.96970 61.97 HANDHOLE, REMOVE | | | 0018 202-91385 2.000 EACH| 300.00000 600.00| 200.00000 400.00| 345.39240 690.78 INLET, REMOVE | | | 0019 202-99383 59.000 m | 30.00000 1770.00| 60.00000 3540.00| 56.54990 3336.44 TERMINAL JOINT, REMOVE | | | 0020 203-02000 1747.000 m3 | 18.00000 31446.00| 8.00000 13976.00| 29.45100 51450.90 EXCAVATION, COMMON | | | 0021 205-02224 80.000 m | 8.00000 640.00| 8.97000 717.60| 7.96290 637.03 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 206-51225 44.000 m3 | 45.00000 1980.00| 93.19000 4100.36| 67.72010 2979.68 EXCAVATION, DRY | | | 0023 211-02060 32.000 m3 | 55.00000 1760.00| 40.00000 1280.00| 57.45420 1838.53 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 52.000 m3 | 120.00000 6240.00| 45.00000 2340.00| 57.45420 2987.62 AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 2271.000 Mg | 18.50000 42013.50| 22.42000 50915.82| 19.63890 44599.94 COMPACTED AGGREGATE, O, 53 | | | 0026 304-06464 92.000 m3 | 120.00000 11040.00| 45.00000 4140.00| 53.00890 4876.82 SUBBASE FOR PCCP | | | 0027 305-05731 1214.000 Mg | 27.00000 32778.00| 29.50000 35813.00| 35.29310 42845.82 WIDENING WITH QC/QA HMA | | | 0028 401-05459 2056.000 Mg | 35.00000 71960.00| 38.94000 80060.64| 37.57000 77243.92 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0029 401-05463 173.000 Mg | 47.00000 8131.00| 53.10000 9186.30| 52.37040 9060.08 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0030 401-05464 173.000 Mg | 56.00000 9688.00| 63.72000 11023.56| 72.86310 12605.32 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-05481 816.000 Mg | 37.00000 30192.00| 41.30000 33700.80| 40.98550 33444.17 HMA BASE 25.0 mm, SHOULDER | | | 0032 406-05521 11050.000 m2 | 0.08000 884.00| 0.09000 994.50| 0.16060 1774.63 ASPHALT FOR TACK COAT | | | 0033 502-06327 356.000 m2 | 60.00000 21360.00| 66.00000 23496.00| 58.20150 20719.73 PCCP, 250 mm REINFORCED | | | 0034 503-03489 572.000 EACH| 24.00000 13728.00| 9.00000 5148.00| 12.46510 7130.04 RETROFITTED TIE BARS | | | 0035 503-05240 63.000 m | 37.00000 2331.00| 22.00000 1386.00| 47.46980 2990.60 D-1 CONTRACTION JOINT | | | 0036 503-05310 89.000 m | 250.00000 22250.00| 410.00000 36490.00| 377.67220 33612.83 TERMINAL JOINT | | | 0037 601-01522 7.000 EACH| 1250.00000 8750.00| 1416.00000 9912.00| 1239.39340 8675.75 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01867 1.000 EACH| 1900.00000 1900.00| 2000.00000 2000.00| 1755.80730 1755.81 GUARDRAIL TRANSITION, TGB RETROFIT | | | DOUBLE FACED | | | 0039 601-04746 4.000 EACH| 5000.00000 20000.00| 5782.00000 23128.00| 5060.85630 20243.43 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-61390 1.000 EACH| 45.00000 45.00| 47.00000 47.00| 41.31310 41.31 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0041 601-93346 1.000 EACH| 70.00000 70.00| 236.00000 236.00| 206.56560 206.57 GUARDRAIL CONNECTOR, AS | | | 0042 601-94689 4.000 EACH| 2300.00000 9200.00| 2596.00000 10384.00| 2272.22120 9088.88 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH| 1150.00000 1150.00| 950.00000 950.00| 826.26220 826.26 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 243.500 m | 31.00000 7548.50| 39.00000 9496.50| 34.05480 8292.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 601-99108 57.000 m | 45.00000 2565.00| 52.00000 2964.00| 45.57580 2597.82 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0046 602-06032 190.000 m | 170.00000 32300.00| 57.00000 10830.00| 253.59710 48183.45 BARRIER, MEDIAN, CONCRETE | | | 0047 602-06639 752.000 m | 55.00000 41360.00| 65.70000 49406.40| 45.99900 34591.25 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0048 602-06646 459.000 m | 70.00000 32130.00| 56.63000 25993.17| 47.83300 21955.35 TEMPORARY CONCRETE BARRIER | | | 0049 602-06729 66.000 EACH| 8.50000 561.00| 10.00000 660.00| 8.26260 545.33 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 602-99181 116.000 m | 40.00000 4640.00| 15.00000 1740.00| 44.78220 5194.74 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0051 607-90826 2.000 EACH| 750.00000 1500.00| 650.00000 1300.00| 365.87240 731.74 GUTTER TURNOUT, CONCRETE | | | 0052 610-05527 2418.000 Mg | 50.00000 120900.00| 61.51000 148731.18| 38.70850 93597.15 HMA FOR APPROACHES | | | 0053 610-06257 1544.000 m2 | 45.00000 69480.00| 66.00000 101904.00| 51.15860 78988.88 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0054 616-51367 69.000 m2 | 70.00000 4830.00| 60.00000 4140.00| 67.73550 4673.75 SLOPEWALL, CONCRETE, 100 mm | | | 0055 619-03777 LUMP| 74000.00000 74000.00| 82600.00000 82600.00| 67133.81000 67133.81 SURFACE PREPARATION, METALIZING , STR | | | NO 1 | | | 0056 619-03778 LUMP| 150000.00000 150000.00| 165200.00000 165200.00| 141504.64000 141504.64 METALIZING , STR NO 1 | | | 0057 619-03779 LUMP| 11000.00000 11000.00| 11800.00000 11800.00| 11980.80000 11980.80 SEAL COAT, METALIZING , STR NO 1 | | | 0058 619-03780 LUMP| 22000.00000 22000.00| 24780.00000 24780.00| 19107.31000 19107.31 TOP COAT, METALIZING , STR NO 1 | | | 0059 619-03781 LUMP| 8300.00000 8300.00| 9440.00000 9440.00| 21689.38000 21689.38 POLLUTION CONTROL, METALIZING , STR NO 1| | | 0060 619-03782 LUMP| 10500.00000 10500.00| 6000.00000 6000.00| 35856.61000 35856.61 MAINTAINING TRAFFIC, METALIZING , STR | | | NO 1 | | | 0061 621-01004 2.000 EACH| 235.00000 470.00| 531.00000 1062.00| 464.77250 929.55 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06560 2167.000 m2 | 1.40000 3033.80| 1.12000 2427.04| 0.98820 2141.43 MULCHED SEEDING, U | | | 0063 621-06567 6.200 kL | 1.00000 6.20| 0.59000 3.66| 7.81950 48.48 WATER | | | 0064 621-06574 340.000 m2 | 7.00000 2380.00| 8.00000 2720.00| 6.97920 2372.93 SODDING | | | 0065 701-03753 228.000 m | 130.00000 29640.00| 99.00000 22572.00| 114.38940 26080.78 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0066 702-51005 120.900 m3 | 475.00000 57427.50| 643.52000 77801.57| 607.11060 73399.67 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 10.400 m3 | 400.00000 4160.00| 425.00000 4420.00| 488.33790 5078.71 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 702-51100 338.000 kg | 1.65000 557.70| 3.89000 1314.82| 12.25770 4143.10 DRAIN PIPE, CAST IRON, 150 mm | | | 0069 702-51110 553.000 kg | 1.85000 1023.05| 3.79000 2095.87| 5.81090 3213.43 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0070 702-51863 1788.000 EACH| 12.00000 21456.00| 6.00000 10728.00| 7.88200 14093.02 FIELD DRILLED HOLE IN CONCRETE | | | 0071 703-01540 128.000 EACH| 10.00000 1280.00| 7.65000 979.20| 8.88940 1137.84 THREADED TIE BAR ASSEMBLY | | | 0072 703-51030 27278.000 kg | 1.15000 31369.70| 1.21000 33006.38| 1.17750 32119.85 REINFORCING STEEL | | | 0073 703-51032 112112.000 kg | 1.20000 134534.40| 1.31000 146866.72| 1.34640 150947.60 REINFORCING STEEL, EPOXY COATED | | | 0074 703-90512 6.000 EACH| 30.00000 180.00| 7.65000 45.90| 15.54270 93.26 THREADED BAR SPLICE | | | 0075 703-97936 1226.000 EACH| 13.00000 15938.00| 7.88000 9660.88| 7.78240 9541.22 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-05892 563.800 m3 | 445.00000 250891.00| 543.92000 306662.10| 517.35790 291686.38 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0077 706-05734 8.000 EACH| 1200.00000 9600.00| 1500.00000 12000.00| 1187.75200 9502.02 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0078 706-51025 481.000 m | 115.00000 55315.00| 157.50000 75757.50| 184.12930 88566.19 CONCRETE, C, RAILING | | | 0079 709-51821 LUMP| 12500.00000 12500.00| 16390.00000 16390.00| 12915.51000 12915.51 SURFACE SEAL , STR NO 1 | | | 0080 709-51821 LUMP| 1800.00000 1800.00| 3700.00000 3700.00| 2995.20000 2995.20 SURFACE SEAL , STR NO 2 | | | 0081 710-51864 75.000 EACH| 15.00000 1125.00| 14.16000 1062.00| 18.59090 1394.32 FIELD DRILLED HOLE | | | 0082 711-51038 LUMP| 160000.00000 160000.00| 150000.00000 150000.00| 148181.10000 148181.10 STRUCTURAL STEEL | | | 0083 711-51080 4.000 EACH| 80.00000 320.00| 65.00000 260.00| 32.10380 128.42 ANCHOR PLATE, AP3 | | | 0084 713-51820 LUMP| 15000.00000 15000.00| 18874.00000 18874.00| 11335.96000 11335.96 TEMPORARY SUPPORT , STR NO 1 | | | 0085 715-05149 8.000 m | 140.00000 1120.00| 65.00000 520.00| 263.86350 2110.91 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0086 715-05407 20.000 m | 125.00000 2500.00| 16.00000 320.00| 44.31000 886.20 PIPE, END BENT DRAIN, 150 mm | | | 0087 720-45090 2.000 EACH| 400.00000 800.00| 1400.00000 2800.00| 1469.02480 2938.05 INLET, UA | | | 0088 722-51401 320.000 m2 | 40.00000 12800.00| 129.12000 41318.40| 18.86380 6036.42 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 722-51842 710.000 m2 | 60.00000 42600.00| 50.45000 35819.50| 43.60140 30956.99 BRIDGE DECK OVERLAY | | | 0090 722-51846 10.000 m3 | 395.00000 3950.00| 395.00000 3950.00| 395.00000 3950.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0091 722-51852 140.000 m2 | 200.00000 28000.00| 86.08000 12051.20| 109.74560 15364.38 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0092 724-51925 106.000 m | 350.00000 37100.00| 330.00000 34980.00| 282.09580 29902.15 STRUCTURAL EXPANSION JOINT, SS | | | 0093 726-92406 48.000 EACH| 250.00000 12000.00| 261.67000 12560.16| 692.83290 33255.98 BEARING ASSEMBLY, ELASTOMERIC | | | 0094 728-98377 LUMP| 7000.00000 7000.00| 8550.00000 8550.00| 7142.00000 7142.00 MASONRY COATING , STR NO 1 | | | 0095 801-03290 2.000 EACH| 500.00000 1000.00| 112.00000 224.00| 98.11860 196.24 CONSTRUCTION SIGN, C | | | 0096 801-04308 2.000 EACH| 225.00000 450.00| 236.00000 472.00| 206.56560 413.13 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06198 120.000 DAY | 375.00000 45000.00| 431.00000 51720.00| 376.98210 45237.85 PATROLLER | | | 0098 801-06203 1367.000 m | 0.30000 410.10| 0.27000 369.09| 0.27100 370.46 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 16322.000 m | 3.20000 52230.40| 3.45000 56310.90| 3.04950 49773.94 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06469 60.000 m | 6.00000 360.00| 6.89000 413.40| 6.09940 365.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0101 801-06605 7.000 EACH| 80.00000 560.00| 83.00000 581.00| 72.29790 506.09 BARRICADE, IIIA | | | 0102 801-06625 18.000 EACH| 100.00000 1800.00| 112.00000 2016.00| 98.11860 1766.13 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 43.000 EACH| 95.00000 4085.00| 71.00000 3053.00| 61.96970 2664.70 CONSTRUCTION SIGN, A | | | 0104 801-06645 10.000 EACH| 65.00000 650.00| 35.00000 350.00| 36.14900 361.49 CONSTRUCTION SIGN, B | | | 0105 801-06710 95.000 DAY | 24.00000 2280.00| 19.00000 1805.00| 16.52520 1569.89 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 30000.00000 30000.00| 24036.00000 24036.00| 104470.14000 104470.14 MAINTAINING TRAFFIC , STR NO 1 | | | 0107 801-06775 LUMP| 25000.00000 25000.00| 8582.00000 8582.00| 40495.04000 40495.04 MAINTAINING TRAFFIC , STR NO 2 | | | 0108 802-05701 3.250 m | 28.00000 91.00| 30.68000 99.71| 13.55410 44.05 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 802-76015 25.500 m2 | 225.00000 5737.50| 247.80000 6318.90| 200.11080 5102.83 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0110 802-76035 2.633 m2 | 165.00000 434.45| 182.90000 481.58| 133.40680 351.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 803-02310 667.000 kg | 2.25000 1500.75| 2.36000 1574.12| 2.61870 1746.67 REINFORCING STEEL, SIGN FOUNDATION | | | 0112 803-06031 33.215 m3 | 375.00000 12455.63| 401.20000 13325.86| 104.01830 3454.97 SIGN FOUNDATIONS, CONCRETE | | | 0113 803-76110 1.000 EACH| 29000.00000 29000.00| 32627.00000 32627.00| 41106.54830 41106.55 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0114 803-76170 12.186 m | 475.00000 5788.35| 531.00000 6470.77| 403.23690 4913.84 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0115 803-93388 1.000 EACH| 200.00000 200.00| 212.00000 212.00| 319.14380 319.14 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0116 805-01652 520.000 m | 2.25000 1170.00| 2.36000 1227.20| 10.16570 5286.16 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0117 805-01842 1.000 EACH| 700.00000 700.00| 767.00000 767.00| 610.40210 610.40 HANDHOLE, SIGNAL | | | 0118 805-02729 34.000 m | 4.25000 144.50| 4.72000 160.48| 2.57510 87.55 SIGNAL CABLE, REINSTALL | | | 0119 805-06592 146.000 m | 35.00000 5110.00| 38.94000 5685.24| 27.10830 3957.81 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0120 805-86898 74.000 m | 18.00000 1332.00| 19.82000 1466.68| 37.27400 2758.28 CONDUIT, STEEL, GALVANIZED, 19 mm | | | 0121 805-86920 3.000 EACH| 27.00000 81.00| 30.00000 90.00| 8.26260 24.79 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0122 807-82003 1.000 EACH| 735.00000 735.00| 838.00000 838.00| 811.80260 811.80 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0123 807-86790 4.000 EACH| 425.00000 1700.00| 472.00000 1888.00| 345.99730 1383.99 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0124 807-86910 1.000 EACH| 30.00000 30.00| 33.00000 33.00| 30.98480 30.98 CONNECTOR KIT, UNFUSED | | | 0125 807-86915 2.000 EACH| 45.00000 90.00| 50.00000 100.00| 32.01770 64.04 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 808-02157 1.000 EACH| 115.00000 115.00| 112.00000 112.00| 98.11860 98.12 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0127 808-06701 190.000 m | 1.25000 237.50| 1.16000 220.40| 1.05050 199.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0128 808-06702 1154.000 m | 1.25000 1442.50| 1.48000 1707.92| 1.28770 1486.01 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0129 808-06703 1392.000 m | 2.25000 3132.00| 1.16000 1614.72| 1.05050 1462.30 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06705 426.000 m | 2.25000 958.50| 2.30000 979.80| 2.03310 866.10 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0131 808-06711 16.000 m | 4.75000 76.00| 2.30000 36.80| 2.03310 32.53 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0132 808-06713 62.000 m | 4.75000 294.50| 2.30000 142.60| 2.03310 126.05 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0133 808-06714 62.000 m | 4.75000 294.50| 2.30000 142.60| 2.03310 126.05 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0134 808-06716 6005.000 m | 1.60000 9608.00| 1.24000 7446.20| 1.08430 6511.22 LINE, REMOVE | | | 0135 808-75051 194.000 m | 3.75000 727.50| 4.06000 787.64| 3.55810 690.27 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0136 808-75054 194.000 m | 3.75000 727.50| 4.06000 787.64| 3.55810 690.27 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0137 808-75061 145.000 m | 4.50000 652.50| 5.10000 739.50| 4.45600 646.12 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0138 808-75245 1557.000 m | 1.00000 1557.00| 1.16000 1806.12| 1.01640 1582.53 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0139 808-75272 177.000 m | 12.00000 2124.00| 9.12000 1614.24| 7.99700 1415.47 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0140 808-75297 18.000 m | 3.00000 54.00| 11.21000 201.78| 9.82680 176.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0141 808-75320 1.000 EACH| 65.00000 65.00| 83.00000 83.00| 72.29790 72.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-0906416 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 808-75996 143.000 EACH| 6.00000 858.00| 15.00000 2145.00| 8.02590 1147.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 143.000 EACH| 32.00000 4576.00| 30.00000 4290.00| 25.82070 3692.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,482,041.23| $ 2,723,511.72| $ 2,797,372.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,482,041.23| $ 2,723,511.72| $ 2,797,372.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND OVERHEAD SIGN INSTALLATION | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| 1500.00000 18000.00| 1300.00000 15600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9500.00000 9500.00| 8900.00000 8900.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 146000.00000 146000.00| 145000.00000 145000.00| 177000.00000 177000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01845 123.200 m | 123.00000 15153.60| 8.50000 1047.20| 7.35000 905.52 CONDUIT, REMOVE | | | 0005 202-02240 1066.000 m2 | 19.00000 20254.00| 22.00000 23452.00| 20.00000 21320.00 PAVEMENT, REMOVE | | | 0006 202-02241 456.400 m | 8.60000 3925.04| 10.94000 4993.02| 10.25000 4678.10 GUARDRAIL, REMOVE | | | 0007 202-02276 2.000 EACH| 280.00000 560.00| 700.00000 1400.00| 500.00000 1000.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-02446 204.000 m | 1.00000 204.00| 25.00000 5100.00| 30.00000 6120.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-04089 2.000 EACH| 65.00000 130.00| 70.00000 140.00| 12.50000 25.00 SHEET SIGN, REMOVE | | | 0010 202-51133 174.000 m | 1.00000 174.00| 20.00000 3480.00| 37.00000 6438.00 RAILING, REMOVE | | | 0011 202-51328 LUMP| 205923.00000 205923.00| 225000.00000 225000.00| 220000.00000 220000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 17000.00000 17000.00| 37000.00000 37000.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51368 19.000 m2 | 35.00000 665.00| 85.00000 1615.00| 120.00000 2280.00 SLOPEWALL, REMOVE | | | 0014 202-60820 3376.000 m2 | 3.85000 12997.60| 4.00000 13504.00| 3.50000 11816.00 SURFACE MILLING, ASPHALT | | | 0015 202-60822 5468.000 m2 | 2.00000 10936.00| 4.00000 21872.00| 1.00000 5468.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-74055 1.000 EACH| 2700.00000 2700.00| 2400.00000 2400.00| 6650.00000 6650.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0017 202-86946 1.000 EACH| 65.00000 65.00| 170.00000 170.00| 106.00000 106.00 HANDHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-91385 2.000 EACH| 215.00000 430.00| 700.00000 1400.00| 1045.00000 2090.00 INLET, REMOVE | | | 0019 202-99383 59.000 m | 72.00000 4248.00| 75.00000 4425.00| 160.00000 9440.00 TERMINAL JOINT, REMOVE | | | 0020 203-02000 1747.000 m3 | 25.00000 43675.00| 22.00000 38434.00| 25.00000 43675.00 EXCAVATION, COMMON | | | 0021 205-02224 80.000 m | 8.00000 640.00| 8.31000 664.80| 6.25000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 206-51225 44.000 m3 | 215.00000 9460.00| 60.00000 2640.00| 62.00000 2728.00 EXCAVATION, DRY | | | 0023 211-02060 32.000 m3 | 35.00000 1120.00| 75.00000 2400.00| 55.00000 1760.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 52.000 m3 | 50.00000 2600.00| 75.00000 3900.00| 60.00000 3120.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 2271.000 Mg | 20.00000 45420.00| 20.00000 45420.00| 25.00000 56775.00 COMPACTED AGGREGATE, O, 53 | | | 0026 304-06464 92.000 m3 | 70.00000 6440.00| 75.00000 6900.00| 60.00000 5520.00 SUBBASE FOR PCCP | | | 0027 305-05731 1214.000 Mg | 45.00000 54630.00| 25.00000 30350.00| 59.00000 71626.00 WIDENING WITH QC/QA HMA | | | 0028 401-05459 2056.000 Mg | 40.00000 82240.00| 33.00000 67848.00| 40.00000 82240.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0029 401-05463 173.000 Mg | 55.00000 9515.00| 45.00000 7785.00| 52.20000 9030.60 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0030 401-05464 173.000 Mg | 75.00000 12975.00| 54.00000 9342.00| 72.70000 12577.10 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0031 402-05481 816.000 Mg | 45.00000 36720.00| 35.00000 28560.00| 43.50000 35496.00 HMA BASE 25.0 mm, SHOULDER | | | 0032 406-05521 11050.000 m2 | 0.20000 2210.00| 0.08000 884.00| 0.15000 1657.50 ASPHALT FOR TACK COAT | | | 0033 502-06327 356.000 m2 | 55.00000 19580.00| 85.00000 30260.00| 85.00000 30260.00 PCCP, 250 mm REINFORCED | | | 0034 503-03489 572.000 EACH| 20.00000 11440.00| 14.00000 8008.00| 13.00000 7436.00 RETROFITTED TIE BARS | | | 0035 503-05240 63.000 m | 25.00000 1575.00| 50.00000 3150.00| 124.00000 7812.00 D-1 CONTRACTION JOINT | | | 0036 503-05310 89.000 m | 370.00000 32930.00| 420.00000 37380.00| 245.00000 21805.00 TERMINAL JOINT | | | 0037 601-01522 7.000 EACH| 1300.00000 9100.00| 1200.00000 8400.00| 1260.00000 8820.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-01867 1.000 EACH| 2000.00000 2000.00| 1700.00000 1700.00| 1785.00000 1785.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | DOUBLE FACED | | | 0039 601-04746 4.000 EACH| 7300.00000 29200.00| 4900.00000 19600.00| 5145.00000 20580.00 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-61390 1.000 EACH| 50.00000 50.00| 40.00000 40.00| 42.00000 42.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0041 601-93346 1.000 EACH| 70.00000 70.00| 200.00000 200.00| 210.00000 210.00 GUARDRAIL CONNECTOR, AS | | | 0042 601-94689 4.000 EACH| 2400.00000 9600.00| 2200.00000 8800.00| 2310.00000 9240.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH| 1200.00000 1200.00| 800.00000 800.00| 840.00000 840.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 243.500 m | 32.00000 7792.00| 33.00000 8035.50| 34.65000 8437.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 601-99108 57.000 m | 46.00000 2622.00| 44.00000 2508.00| 46.20000 2633.40 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0046 602-06032 190.000 m | 160.00000 30400.00| 175.00000 33250.00| 300.00000 57000.00 BARRIER, MEDIAN, CONCRETE | | | 0047 602-06639 752.000 m | 60.00000 45120.00| 80.00000 60160.00| 105.00000 78960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0048 602-06646 459.000 m | 56.00000 25704.00| 75.00000 34425.00| 80.00000 36720.00 TEMPORARY CONCRETE BARRIER | | | 0049 602-06729 66.000 EACH| 8.50000 561.00| 7.00000 462.00| 10.50000 693.00 BARRIER DELINEATOR | | | 0050 602-99181 116.000 m | 42.00000 4872.00| 55.00000 6380.00| 44.00000 5104.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0051 607-90826 2.000 EACH| 810.00000 1620.00| 2000.00000 4000.00| 1300.00000 2600.00 GUTTER TURNOUT, CONCRETE | | | 0052 610-05527 2418.000 Mg | 40.00000 96720.00| 48.00000 116064.00| 45.00000 108810.00 HMA FOR APPROACHES | | | 0053 610-06257 1544.000 m2 | 54.00000 83376.00| 60.00000 92640.00| 53.00000 81832.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0054 616-51367 69.000 m2 | 130.00000 8970.00| 100.00000 6900.00| 80.00000 5520.00 SLOPEWALL, CONCRETE, 100 mm | | | 0055 619-03777 LUMP| 76000.00000 76000.00| 70000.00000 70000.00| 265000.00000 265000.00 SURFACE PREPARATION, METALIZING , STR | | | NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 619-03778 LUMP| 136000.00000 136000.00| 140000.00000 140000.00| 193000.00000 193000.00 METALIZING , STR NO 1 | | | 0057 619-03779 LUMP| 14000.00000 14000.00| 10000.00000 10000.00| 13100.00000 13100.00 SEAL COAT, METALIZING , STR NO 1 | | | 0058 619-03780 LUMP| 22000.00000 22000.00| 21000.00000 21000.00| 13100.00000 13100.00 TOP COAT, METALIZING , STR NO 1 | | | 0059 619-03781 LUMP| 25000.00000 25000.00| 8000.00000 8000.00| 26200.00000 26200.00 POLLUTION CONTROL, METALIZING , STR NO 1| | | 0060 619-03782 LUMP| 30000.00000 30000.00| 2500.00000 2500.00| 39000.00000 39000.00 MAINTAINING TRAFFIC, METALIZING , STR | | | NO 1 | | | 0061 621-01004 2.000 EACH| 485.00000 970.00| 450.00000 900.00| 365.00000 730.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-06560 2167.000 m2 | 1.00000 2167.00| 0.95000 2058.65| 0.55000 1191.85 MULCHED SEEDING, U | | | 0063 621-06567 6.200 kL | 0.55000 3.41| 0.50000 3.10| 5.25000 32.55 WATER | | | 0064 621-06574 340.000 m2 | 8.70000 2958.00| 6.75000 2295.00| 4.10000 1394.00 SODDING | | | 0065 701-03753 228.000 m | 102.00000 23256.00| 135.00000 30780.00| 150.00000 34200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0066 702-51005 120.900 m3 | 960.00000 116064.00| 900.00000 108810.00| 1250.00000 151125.00 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 10.400 m3 | 560.00000 5824.00| 700.00000 7280.00| 1100.00000 11440.00 CONCRETE, B, FOOTINGS | | | 0068 702-51100 338.000 kg | 5.60000 1892.80| 4.00000 1352.00| 6.10000 2061.80 DRAIN PIPE, CAST IRON, 150 mm | | | 0069 702-51110 553.000 kg | 4.50000 2488.50| 5.00000 2765.00| 5.25000 2903.25 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0070 702-51863 1788.000 EACH| 10.00000 17880.00| 10.00000 17880.00| 9.00000 16092.00 FIELD DRILLED HOLE IN CONCRETE | | | 0071 703-01540 128.000 EACH| 8.00000 1024.00| 5.00000 640.00| 18.00000 2304.00 THREADED TIE BAR ASSEMBLY | | | 0072 703-51030 27278.000 kg | 1.10000 30005.80| 1.25000 34097.50| 1.10000 30005.80 REINFORCING STEEL | | | 0073 703-51032 112112.000 kg | 1.30000 145745.60| 1.40000 156956.80| 1.18000 132292.16 REINFORCING STEEL, EPOXY COATED | | | 0074 703-90512 6.000 EACH| 7.80000 46.80| 10.00000 60.00| 138.00000 828.00 THREADED BAR SPLICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 703-97936 1226.000 EACH| 8.00000 9808.00| 5.00000 6130.00| 15.50000 19003.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-05892 563.800 m3 | 534.00000 301069.20| 400.00000 225520.00| 625.00000 352375.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0077 706-05734 8.000 EACH| 1800.00000 14400.00| 2500.00000 20000.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0078 706-51025 481.000 m | 171.00000 82251.00| 165.00000 79365.00| 108.00000 51948.00 CONCRETE, C, RAILING | | | 0079 709-51821 LUMP| 16400.00000 16400.00| 12892.00000 12892.00| 11900.00000 11900.00 SURFACE SEAL , STR NO 1 | | | 0080 709-51821 LUMP| 3700.00000 3700.00| 2810.00000 2810.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 2 | | | 0081 710-51864 75.000 EACH| 14.00000 1050.00| 13.00000 975.00| 12.00000 900.00 FIELD DRILLED HOLE | | | 0082 711-51038 LUMP| 148000.00000 148000.00| 240000.00000 240000.00| 165000.00000 165000.00 STRUCTURAL STEEL | | | 0083 711-51080 4.000 EACH| 58.00000 232.00| 50.00000 200.00| 275.00000 1100.00 ANCHOR PLATE, AP3 | | | 0084 713-51820 LUMP| 32000.00000 32000.00| 40000.00000 40000.00| 65000.00000 65000.00 TEMPORARY SUPPORT , STR NO 1 | | | 0085 715-05149 8.000 m | 88.00000 704.00| 175.00000 1400.00| 320.00000 2560.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0086 715-05407 20.000 m | 19.00000 380.00| 55.00000 1100.00| 200.00000 4000.00 PIPE, END BENT DRAIN, 150 mm | | | 0087 720-45090 2.000 EACH| 1900.00000 3800.00| 1200.00000 2400.00| 1600.00000 3200.00 INLET, UA | | | 0088 722-51401 320.000 m2 | 161.46000 51667.20| 400.00000 128000.00| 330.00000 105600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0089 722-51842 710.000 m2 | 55.00000 39050.00| 60.00000 42600.00| 68.00000 48280.00 BRIDGE DECK OVERLAY | | | 0090 722-51846 10.000 m3 | 395.00000 3950.00| 395.00000 3950.00| 395.00000 3950.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0091 722-51852 140.000 m2 | 48.44000 6781.60| 97.00000 13580.00| 65.00000 9100.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0092 724-51925 106.000 m | 265.00000 28090.00| 350.00000 37100.00| 300.00000 31800.00 STRUCTURAL EXPANSION JOINT, SS | | | 0093 726-92406 48.000 EACH| 810.00000 38880.00| 750.00000 36000.00| 500.00000 24000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0094 728-98377 LUMP| 11000.00000 11000.00| 6370.00000 6370.00| 5500.00000 5500.00 MASONRY COATING , STR NO 1 | | | 0095 801-03290 2.000 EACH| 102.00000 204.00| 95.00000 190.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-04308 2.000 EACH| 215.00000 430.00| 200.00000 400.00| 215.00000 430.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06198 120.000 DAY | 400.00000 48000.00| 365.00000 43800.00| 380.00000 45600.00 PATROLLER | | | 0098 801-06203 1367.000 m | 0.25000 341.75| 0.23000 314.41| 0.25000 341.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 16322.000 m | 3.15000 51414.30| 2.92000 47660.24| 3.05000 49782.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06469 60.000 m | 6.50000 390.00| 5.84000 350.40| 6.15000 369.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0101 801-06605 7.000 EACH| 75.00000 525.00| 70.00000 490.00| 73.00000 511.00 BARRICADE, IIIA | | | 0102 801-06625 18.000 EACH| 150.00000 2700.00| 95.00000 1710.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 43.000 EACH| 100.00000 4300.00| 60.00000 2580.00| 64.00000 2752.00 CONSTRUCTION SIGN, A | | | 0104 801-06645 10.000 EACH| 50.00000 500.00| 30.00000 300.00| 32.00000 320.00 CONSTRUCTION SIGN, B | | | 0105 801-06710 95.000 DAY | 20.00000 1900.00| 16.00000 1520.00| 17.00000 1615.00 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 36000.00000 36000.00| 25000.00000 25000.00| 89000.00000 89000.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0107 801-06775 LUMP| 37000.00000 37000.00| 25000.00000 25000.00| 27492.13000 27492.13 MAINTAINING TRAFFIC , STR NO 2 | | | 0108 802-05701 3.250 m | 15.00000 48.75| 26.00000 84.50| 46.00000 149.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76015 25.500 m2 | 205.00000 5227.50| 210.00000 5355.00| 183.00000 4666.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0110 802-76035 2.633 m2 | 130.00000 342.29| 155.00000 408.12| 138.00000 363.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 803-02310 667.000 kg | 2.50000 1667.50| 2.00000 1334.00| 1.60000 1067.20 REINFORCING STEEL, SIGN FOUNDATION | | | 0112 803-06031 33.215 m3 | 110.00000 3653.65| 340.00000 11293.10| 387.00000 12854.21 SIGN FOUNDATIONS, CONCRETE | | | 0113 803-76110 1.000 EACH| 43000.00000 43000.00| 27650.00000 27650.00| 32550.00000 32550.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0114 803-76170 12.186 m | 420.00000 5118.12| 450.00000 5483.70| 475.00000 5788.35 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 803-93388 1.000 EACH| 332.00000 332.00| 180.00000 180.00| 112.00000 112.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0116 805-01652 520.000 m | 11.00000 5720.00| 2.00000 1040.00| 2.05000 1066.00 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0117 805-01842 1.000 EACH| 635.00000 635.00| 650.00000 650.00| 874.00000 874.00 HANDHOLE, SIGNAL | | | 0118 805-02729 34.000 m | 2.50000 85.00| 4.00000 136.00| 2.15000 73.10 SIGNAL CABLE, REINSTALL | | | 0119 805-06592 146.000 m | 26.00000 3796.00| 33.00000 4818.00| 37.00000 5402.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0120 805-86898 74.000 m | 38.00000 2812.00| 16.80000 1243.20| 26.00000 1924.00 CONDUIT, STEEL, GALVANIZED, 19 mm | | | 0121 805-86920 3.000 EACH| 8.00000 24.00| 25.00000 75.00| 12.00000 36.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0122 807-82003 1.000 EACH| 850.00000 850.00| 710.00000 710.00| 667.00000 667.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0123 807-86790 4.000 EACH| 360.00000 1440.00| 400.00000 1600.00| 360.00000 1440.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0124 807-86910 1.000 EACH| 32.00000 32.00| 28.20000 28.20| 30.50000 30.50 CONNECTOR KIT, UNFUSED | | | 0125 807-86915 2.000 EACH| 33.00000 66.00| 41.50000 83.00| 31.50000 63.00 CONNECTOR KIT, FUSED | | | 0126 808-02157 1.000 EACH| 102.00000 102.00| 95.00000 95.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0127 808-06701 190.000 m | 1.10000 209.00| 0.98000 186.20| 1.05000 199.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0128 808-06702 1154.000 m | 1.50000 1731.00| 1.25000 1442.50| 1.30000 1500.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0129 808-06703 1392.000 m | 1.10000 1531.20| 0.98000 1364.16| 1.05000 1461.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06705 426.000 m | 2.10000 894.60| 1.95000 830.70| 2.10000 894.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0131 808-06711 16.000 m | 2.10000 33.60| 1.95000 31.20| 2.10000 33.60 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 354 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,158,086.08 ROUTE : I-69 CALL ORDER : 354 CONTRACT ID : B -24589-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 |(6) 35-1917625 |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 808-06713 62.000 m | 2.10000 130.20| 1.95000 120.90| 2.10000 130.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0133 808-06714 62.000 m | 2.10000 130.20| 1.95000 120.90| 2.10000 130.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0134 808-06716 6005.000 m | 1.20000 7206.00| 1.05000 6305.25| 1.15000 6905.75 LINE, REMOVE | | | 0135 808-75051 194.000 m | 3.70000 717.80| 3.44000 667.36| 3.60000 698.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0136 808-75054 194.000 m | 3.70000 717.80| 3.44000 667.36| 3.60000 698.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0137 808-75061 145.000 m | 4.70000 681.50| 4.31000 624.95| 4.50000 652.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0138 808-75245 1557.000 m | 1.10000 1712.70| 0.98000 1525.86| 1.05000 1634.85 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0139 808-75272 177.000 m | 8.30000 1469.10| 7.73000 1368.21| 8.10000 1433.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0140 808-75297 18.000 m | 11.00000 198.00| 9.50000 171.00| 10.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0141 808-75320 1.000 EACH| 76.00000 76.00| 70.00000 70.00| 74.00000 74.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0142 808-75996 143.000 EACH| 11.00000 1573.00| 17.00000 2431.00| 18.00000 2574.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 143.000 EACH| 27.00000 3861.00| 25.00000 3575.00| 26.30000 3760.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,925,480.71| $ 2,998,042.99| $ 3,547,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,925,480.71| $ 2,998,042.99| $ 3,547,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/28/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2004020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 3,586,877.11 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,593,966.13 100.1976% 3 36-2231526 WALSH CONSTR CO OF ILL $ 3,656,960.13 101.9538% 4 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 3,812,203.26 106.2819% 5 35-1212938 ATLAS EXCAVATING, INC. $ 3,949,016.10 110.0962% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION- STR NO 30-75-4215C - TWIN CONTINUOUS PRESTRESS CONCRETE I BEAM | | | 0001 105-01925 7.000 MOS | 1800.00000 12600.00| 2724.75000 19073.25| 2605.00000 18235.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 36000.00000 36000.00| 34543.61000 34543.61| 204000.00000 204000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 179500.00000 179500.00| 174058.07000 174058.07| 189000.00000 189000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 4318.10000 4318.10| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 10307.000 m2 | 10.00000 103070.00| 1.90000 19583.30| 5.00000 51535.00 PAVEMENT, REMOVE | | | 0006 202-02241 1456.500 m | 5.30000 7719.45| 5.30000 7719.45| 5.00000 7282.50 GUARDRAIL, REMOVE | | | 0007 202-02271 12.000 EACH| 190.00000 2280.00| 523.47000 6281.64| 600.00000 7200.00 HEADWALL, REMOVE | | | 0008 202-02277 1133.000 m | 12.00000 13596.00| 4.18000 4735.94| 5.00000 5665.00 GUTTER, LIP, REMOVE | | | 0009 202-51330 LUMP| 284000.00000 284000.00| 337312.69000 337312.69| 180000.00000 180000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-91385 10.000 EACH| 500.00000 5000.00| 399.74000 3997.40| 100.00000 1000.00 INLET, REMOVE | | | 0011 202-95027 2.000 EACH| 1000.00000 2000.00| 5688.56000 11377.12| 670.00000 1340.00 IMPACT ATTENUATOR, REMOVE | | | 0012 202-96133 137.300 m | 45.00000 6178.50| 45.49000 6245.78| 20.90000 2869.57 PIPE, REMOVE | | | 0013 202-99383 31.700 m | 26.00000 824.20| 27.72000 878.72| 30.37000 962.73 TERMINAL JOINT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 14250.000 m3 | 7.00000 99750.00| 2.00000 28500.00| 9.32000 132810.00 EXCAVATION, COMMON | | | 0015 203-02070 28045.000 m3 | 11.50000 322517.50| 4.98000 139664.10| 9.27000 259977.15 BORROW | | | 0016 203-06499 3081.000 m2 | 8.50000 26188.50| 2.04000 6285.24| 2.61000 8041.41 SUBGRADE TREATMENT | | | 0017 205-02224 1460.000 m | 4.80000 7008.00| 4.80000 7008.00| 4.80000 7008.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02236 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 60.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 211-02060 547.000 m3 | 38.00000 20786.00| 10.59000 5792.73| 22.73000 12433.31 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1378.100 Mg | 15.00000 20671.50| 12.81000 17653.46| 13.53000 18645.69 COMPACTED AGGREGATE, O, 53 | | | 0021 304-06464 3280.000 m3 | 42.00000 137760.00| 27.75000 91020.00| 27.62000 90593.60 SUBBASE FOR PCCP | | | 0022 402-05468 3626.000 Mg | 34.25000 124190.50| 32.00000 116032.00| 1.00000 3626.00 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 1463.000 Mg | 43.00000 62909.00| 34.30000 50180.90| 1.00000 1463.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 590.000 Mg | 45.65000 26933.50| 46.00000 27140.00| 1.00000 590.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 2.400 Mg | 160.00000 384.00| 858.91000 2061.38| 858.91000 2061.38 ASPHALT FOR TACK COAT | | | 0027 501-05240 2596.000 m | 12.00000 31152.00| 24.76000 64276.96| 22.75000 59059.00 CONTRACTION JOINT, D1 | | | 0028 501-05310 47.600 m | 340.00000 16184.00| 283.45000 13492.22| 256.58000 12213.21 TERMINAL JOINT | | | 0029 501-06266 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3448.80000 3448.80 PROFILOGRAPH, PCCP | | | 0030 501-06320 2224.000 m | 3.50000 7784.00| 2.00000 4448.00| 1.50000 3336.00 MILLED PCCP CORRUGATIONS | | | 0031 502-06327 1224.000 m2 | 40.50000 49572.00| 35.85000 43880.40| 50.00000 61200.00 PCCP, 250 mm | | | 0032 502-06330 13235.000 m2 | 41.00000 542635.00| 37.43000 495386.05| 40.26000 532841.10 PCCP, 325 mm | | | 0033 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-94689 6.000 EACH| 2200.00000 13200.00| 2200.00000 13200.00| 2200.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94690 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, MS | | | 0036 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-97803 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 368.400 m | 32.00000 11788.80| 32.00000 11788.80| 32.00000 11788.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 148.800 m | 46.00000 6844.80| 46.00000 6844.80| 46.00000 6844.80 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 601-99123 4.000 EACH| 1750.00000 7000.00| 1750.00000 7000.00| 1750.00000 7000.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06646 670.000 m | 94.00000 62980.00| 43.17000 28923.90| 65.00000 43550.00 TEMPORARY CONCRETE BARRIER | | | 0042 602-06729 20.000 EACH| 10.00000 200.00| 6.00000 120.00| 5.98000 119.60 BARRIER DELINEATOR | | | 0043 605-06095 588.000 m | 25.50000 14994.00| 49.21000 28935.48| 40.00000 23520.00 CURB, INTEGRAL, B, CONCRETE | | | 0044 605-94082 16.000 EACH| 331.00000 5296.00| 255.01000 4080.16| 600.00000 9600.00 CURB TURNOUT, CONCRETE | | | 0045 611-04923 307.600 m2 | 72.00000 22147.20| 65.21000 20058.60| 58.17000 17893.09 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0046 611-52817 2.000 EACH| 40000.00000 80000.00| 30000.00000 60000.00| 60000.00000 120000.00 TEMPORARY CROSSOVER, B | | | 0047 616-02320 6399.000 m2 | 2.00000 12798.00| 1.35000 8638.65| 0.96000 6143.04 GEOTEXTILES | | | 0048 616-06405 372.000 Mg | 23.00000 8556.00| 55.61000 20686.92| 28.25000 10509.00 RIPRAP, REVETMENT | | | 0049 616-51367 683.000 m2 | 45.00000 30735.00| 45.39000 31001.37| 49.35000 33706.05 SLOPEWALL, CONCRETE, 100 mm | | | 0050 619-04414 8.000 EACH| 300.00000 2400.00| 228.54000 1828.32| 465.25000 3722.00 DRAIN EXTENSION | | | 0051 621-01004 1.000 EACH| 3000.00000 3000.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 3.500 Mg | 875.00000 3062.50| 875.00000 3062.50| 875.00000 3062.50 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06548 34.000 kg | 55.00000 1870.00| 55.00000 1870.00| 55.00000 1870.00 SEED MIXTURE, CV | | | 0054 621-06553 585.000 kg | 7.89000 4615.65| 7.89000 4615.65| 7.89000 4615.65 SEED MIXTURE, R | | | 0055 621-06557 678.000 kg | 4.29000 2908.62| 4.29000 2908.62| 4.29000 2908.62 SEED MIXTURE, T | | | 0056 621-06565 27.600 Mg | 564.00000 15566.40| 564.00000 15566.40| 564.00000 15566.40 MULCHING MATERIAL | | | 0057 621-06567 559.000 kL | 0.53000 296.27| 0.53000 296.27| 0.53000 296.27 WATER | | | 0058 621-06575 32.000 m2 | 38.25000 1224.00| 38.25000 1224.00| 38.25000 1224.00 SODDING, NURSERY | | | 0059 701-98647 1338.400 m | 75.00000 100380.00| 123.58000 165399.47| 120.85000 161745.64 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0060 702-51005 276.400 m3 | 400.00000 110560.00| 747.95000 206733.38| 725.00000 200390.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 146.800 m3 | 400.00000 58720.00| 453.82000 66620.78| 352.37000 51727.92 CONCRETE, B, FOOTINGS | | | 0062 702-51110 168.800 kg | 14.00000 2363.20| 7.44000 1255.87| 50.00000 8440.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 48.000 EACH| 8.00000 384.00| 12.60000 604.80| 6.86000 329.28 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-06028 26710.000 kg | 1.10000 29381.00| 1.24000 33120.40| 0.91000 24306.10 REINFORCING BARS | | | 0065 703-06029 65702.000 kg | 1.20000 78842.40| 1.37000 90011.74| 1.02000 67016.04 REINFORCING BARS, EPOXY COATED | | | 0066 704-05892 308.600 m3 | 425.00000 131155.00| 840.08000 259248.69| 750.00000 231450.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0067 704-51002 12.400 m3 | 425.00000 5270.00| 3438.34000 42635.42| 2637.57000 32705.87 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05734 8.000 EACH| 1200.00000 9600.00| 1750.00000 14000.00| 2927.50000 23420.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0069 706-51020 31.200 m3 | 550.00000 17160.00| 563.47000 17580.26| 1500.00000 46800.00 CONCRETE, C, RAILING | | | 0070 707-05984 598.000 m | 275.00000 164450.00| 417.44000 249629.12| 321.23000 192095.54 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0071 709-51821 LUMP| 10000.00000 10000.00| 6555.90000 6555.90| 9660.74000 9660.74 SURFACE SEAL | | | 0072 709-99046 LUMP| 400.00000 400.00| 612.00000 612.00| 352.80000 352.80 SURFACE SEAL, RAILING TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-01354 60.200 m | 44.00000 2648.80| 35.88000 2159.98| 12.00000 722.40 CLEAN EXISTING PIPE | | | 0074 715-05048 2300.000 m | 7.55000 17365.00| 4.66000 10718.00| 6.40000 14720.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05053 150.000 m | 30.00000 4500.00| 18.85000 2827.50| 56.28000 8442.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0076 715-05217 28.600 m | 84.00000 2402.40| 123.39000 3528.95| 146.69000 4195.33 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0077 715-05407 71.200 m | 45.00000 3204.00| 4.25000 302.60| 9.72000 692.06 PIPE, END BENT DRAIN, 150 mm | | | 0078 715-05756 14.000 m | 88.00000 1232.00| 154.71000 2165.94| 207.04000 2898.56 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0079 715-46000 6.000 EACH| 242.00000 1452.00| 354.15000 2124.90| 166.33000 997.98 PIPE END SECTION, 300 mm | | | 0080 718-06269 1000.000 m | 3.00000 3000.00| 2.28000 2280.00| 3.00000 3000.00 UNDERDRAIN INSPECTION | | | 0081 718-06528 26.000 EACH| 550.00000 14300.00| 327.50000 8515.00| 540.44000 14051.44 OUTLET PROTECTOR, 1 | | | 0082 718-52610 456.000 m3 | 44.00000 20064.00| 18.52000 8445.12| 27.37000 12480.72 AGGREGATE FOR UNDERDRAINS | | | 0083 720-44000 4.000 EACH| 300.00000 1200.00| 272.51000 1090.04| 500.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0084 720-45025 4.000 EACH| 1500.00000 6000.00| 1760.03000 7040.12| 1888.62000 7554.48 INLET, D6 | | | 0085 720-96995 4.000 EACH| 375.00000 1500.00| 440.01000 1760.04| 202.65000 810.60 CLEAN INLET | | | 0086 801-01093 16.000 EACH| 750.00000 12000.00| 1050.00000 16800.00| 750.00000 12000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0088 801-06207 11894.000 m | 2.80000 33303.20| 2.95000 35087.30| 2.80000 33303.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06469 613.000 m | 5.14000 3150.82| 5.90000 3616.70| 5.14000 3150.82 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0090 801-06606 25.000 EACH| 105.00000 2625.00| 145.00000 3625.00| 105.00000 2625.00 BARRICADE, IIIB | | | 0091 801-06640 94.000 EACH| 75.00000 7050.00| 99.00000 9306.00| 75.00000 7050.00 CONSTRUCTION SIGN, A | | | 0092 801-06645 6.000 EACH| 30.00000 180.00| 30.00000 180.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06710 360.000 DAY | 12.00000 4320.00| 15.00000 5400.00| 12.00000 4320.00 FLASHING ARROW SIGN | | | 0094 801-06775 LUMP| 28000.00000 28000.00| 50540.79000 50540.79| 28727.83000 28727.83 MAINTAINING TRAFFIC | | | 0095 802-96915 LUMP| 1620.00000 1620.00| 3320.00000 3320.00| 4500.00000 4500.00 SIGN, RELOCATE | | | 0096 805-06595 165.000 m | 21.60000 3564.00| 21.80000 3597.00| 32.80000 5412.00 CONDUIT, PVC, 50 mm | | | 0097 805-86843 316.000 m | 1.80000 568.80| 1.80000 568.80| 11.48000 3627.68 WIRE, NO. 4 COPPER, 1C | | | 0098 805-90267 77.000 m | 36.00000 2772.00| 36.00000 2772.00| 26.24000 2020.48 CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0099 807-02191 2.000 EACH| 560.00000 1120.00| 560.00000 1120.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0100 807-02193 2.000 EACH| 635.00000 1270.00| 635.00000 1270.00| 550.00000 1100.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0101 807-02370 2.000 EACH| 460.00000 920.00| 460.00000 920.00| 350.00000 700.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0102 807-86775 8.000 EACH| 475.00000 3800.00| 475.00000 3800.00| 450.00000 3600.00 LUMINAIRE UNDERPASS, WALL MOUNTED, | | | MERCURY VAPOR, 175 WATT | | | 0103 807-95492 2.000 EACH| 2380.00000 4760.00| 2380.00000 4760.00| 2800.00000 5600.00 SERVICE POINT, II, BREAKER ENCLOSURE | | | 0104 808-03178 4.000 EACH| 134.00000 536.00| 175.00000 700.00| 134.00000 536.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0105 808-03179 2.000 EACH| 139.00000 278.00| 250.00000 500.00| 139.00000 278.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0106 808-06716 3330.000 m | 0.70000 2331.00| 1.96000 6526.80| 0.70000 2331.00 LINE, REMOVE | | | 0107 808-75051 4846.000 m | 2.95000 14295.70| 4.50000 21807.00| 2.95000 14295.70 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0108 808-75054 4608.000 m | 2.95000 13593.60| 4.50000 20736.00| 2.95000 13593.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0109 808-75059 1212.000 m | 2.95000 3575.40| 4.50000 5454.00| 2.95000 3575.40 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 |(3) 36-2231526 |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 808-75067 10.000 m | 24.00000 240.00| 28.00000 280.00| 24.00000 240.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0111 211-06467 125.000 m3 | 28.00000 3500.00| 35.03000 4378.75| 35.95000 4493.75 AGGREGATE FOR END BENT BACKFILL | | | 0112 718-99153 4743.000 m2 | 1.00000 4743.00| 1.00000 4743.00| 1.59000 7541.37 GEOTEXTILES FOR UNDERDRAIN | | | 0113 206-51230 715.000 m3 | 28.00000 20020.00| 31.20000 22308.00| 11.33000 8100.95 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0114 503-03489 48.000 EACH| 12.00000 576.00| 15.11000 725.28| 9.84000 472.32 RETROFITTED TIE BARS | | | 0115 804-06771 26.000 EACH| 18.00000 468.00| 19.00000 494.00| 30.00000 780.00 DELINEATOR POST, FLEXIBLE | | | 0116 202-51368 683.000 m2 | 30.00000 20490.00| 25.28000 17266.24| 10.72000 7321.76 SLOPEWALL, REMOVE | | | 0117 610-05527 2958.000 Mg | 36.05000 106635.90| 34.75000 102790.50| 34.75000 102790.50 HMA FOR APPROACHES | | | SECTION TOTALS | $ 3,586,877.11| $ 3,593,966.13| $ 3,656,960.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,586,877.11| $ 3,593,966.13| $ 3,656,960.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION- STR NO 30-75-4215C - TWIN CONTINUOUS PRESTRESS CONCRETE I BEAM | | | 0001 105-01925 7.000 MOS | 1874.29000 13120.03| 1000.00000 7000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30495.65000 30495.65| 44000.00000 44000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 190592.63000 190592.63| 200000.00000 200000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2306.90000 2306.90| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 10307.000 m2 | 7.32000 75447.24| 7.50000 77302.50| PAVEMENT, REMOVE | | | 0006 202-02241 1456.500 m | 5.30000 7719.45| 5.50000 8010.75| GUARDRAIL, REMOVE | | | 0007 202-02271 12.000 EACH| 104.17000 1250.04| 140.00000 1680.00| HEADWALL, REMOVE | | | 0008 202-02277 1133.000 m | 8.13000 9211.29| 1.00000 1133.00| GUTTER, LIP, REMOVE | | | 0009 202-51330 LUMP| 122594.97000 122594.97| 375000.00000 375000.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-91385 10.000 EACH| 374.67000 3746.70| 165.00000 1650.00| INLET, REMOVE | | | 0011 202-95027 2.000 EACH| 500.00000 1000.00| 1600.00000 3200.00| IMPACT ATTENUATOR, REMOVE | | | 0012 202-96133 137.300 m | 26.93000 3697.49| 75.00000 10297.50| PIPE, REMOVE | | | 0013 202-99383 31.700 m | 121.33000 3846.16| 90.00000 2853.00| TERMINAL JOINT, REMOVE | | | 0014 203-02000 14250.000 m3 | 15.94000 227145.00| 8.50000 121125.00| EXCAVATION, COMMON | | | 0015 203-02070 28045.000 m3 | 18.87000 529209.15| 1.00000 28045.00| BORROW | | | 0016 203-06499 3081.000 m2 | 1.81000 5576.61| 3.60000 11091.60| SUBGRADE TREATMENT | | | 0017 205-02224 1460.000 m | 4.80000 7008.00| 5.50000 8030.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02236 6.000 EACH| 60.00000 360.00| 90.00000 540.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-02060 547.000 m3 | 56.24000 30763.28| 36.00000 19692.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1378.100 Mg | 14.54000 20037.57| 16.50000 22738.65| COMPACTED AGGREGATE, O, 53 | | | 0021 304-06464 3280.000 m3 | 37.62000 123393.60| 38.00000 124640.00| SUBBASE FOR PCCP | | | 0022 402-05468 3626.000 Mg | 34.25000 124190.50| 33.50000 121471.00| HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 1463.000 Mg | 43.00000 62909.00| 35.50000 51936.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 590.000 Mg | 45.65000 26933.50| 48.50000 28615.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05520 2.400 Mg | 160.00000 384.00| 900.00000 2160.00| ASPHALT FOR TACK COAT | | | 0027 501-05240 2596.000 m | 12.00000 31152.00| 31.00000 80476.00| CONTRACTION JOINT, D1 | | | 0028 501-05310 47.600 m | 418.93000 19941.07| 325.00000 15470.00| TERMINAL JOINT | | | 0029 501-06266 LUMP| 1721.47000 1721.47| 11000.00000 11000.00| PROFILOGRAPH, PCCP | | | 0030 501-06320 2224.000 m | 1.50000 3336.00| 2.15000 4781.60| MILLED PCCP CORRUGATIONS | | | 0031 502-06327 1224.000 m2 | 40.34000 49376.16| 45.00000 55080.00| PCCP, 250 mm | | | 0032 502-06330 13235.000 m2 | 40.83000 540385.05| 42.25000 559178.75| PCCP, 325 mm | | | 0033 601-01522 4.000 EACH| 1150.00000 4600.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-94689 6.000 EACH| 2200.00000 13200.00| 2300.00000 13800.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 2.000 EACH| 3200.00000 6400.00| 3350.00000 6700.00| GUARDRAIL END TREATMENT, MS | | | 0036 601-97774 1.000 EACH| 800.00000 800.00| 850.00000 850.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-97803 1.000 EACH| 2200.00000 2200.00| 2350.00000 2350.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 368.400 m | 32.00000 11788.80| 33.50000 12341.40| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 148.800 m | 46.00000 6844.80| 48.00000 7142.40| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-99123 4.000 EACH| 1750.00000 7000.00| 1830.00000 7320.00| GUARDRAIL TRANSITION, GP | | | 0041 602-06646 670.000 m | 41.84000 28032.80| 85.00000 56950.00| TEMPORARY CONCRETE BARRIER | | | 0042 602-06729 20.000 EACH| 8.00000 160.00| 7.30000 146.00| BARRIER DELINEATOR | | | 0043 605-06095 588.000 m | 25.33000 14894.04| 31.50000 18522.00| CURB, INTEGRAL, B, CONCRETE | | | 0044 605-94082 16.000 EACH| 330.90000 5294.40| 600.00000 9600.00| CURB TURNOUT, CONCRETE | | | 0045 611-04923 307.600 m2 | 40.83000 12559.31| 52.00000 15995.20| CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0046 611-52817 2.000 EACH| 31675.00000 63350.00| 35000.00000 70000.00| TEMPORARY CROSSOVER, B | | | 0047 616-02320 6399.000 m2 | 2.66000 17021.34| 0.10000 639.90| GEOTEXTILES | | | 0048 616-06405 372.000 Mg | 34.27000 12748.44| 31.00000 11532.00| RIPRAP, REVETMENT | | | 0049 616-51367 683.000 m2 | 67.21000 45904.43| 31.50000 21514.50| SLOPEWALL, CONCRETE, 100 mm | | | 0050 619-04414 8.000 EACH| 188.03000 1504.24| 160.00000 1280.00| DRAIN EXTENSION | | | 0051 621-01004 1.000 EACH| 650.00000 650.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 3.500 Mg | 875.00000 3062.50| 900.00000 3150.00| FERTILIZER | | | 0053 621-06548 34.000 kg | 55.00000 1870.00| 57.00000 1938.00| SEED MIXTURE, CV | | | 0054 621-06553 585.000 kg | 7.89000 4615.65| 8.10000 4738.50| SEED MIXTURE, R | | | 0055 621-06557 678.000 kg | 4.29000 2908.62| 4.40000 2983.20| SEED MIXTURE, T | | | 0056 621-06565 27.600 Mg | 564.00000 15566.40| 590.00000 16284.00| MULCHING MATERIAL | | | 0057 621-06567 559.000 kL | 0.53000 296.27| 0.60000 335.40| WATER | | | 0058 621-06575 32.000 m2 | 38.25000 1224.00| 40.00000 1280.00| SODDING, NURSERY | | | 0059 701-98647 1338.400 m | 119.49000 159925.42| 125.00000 167300.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 702-51005 276.400 m3 | 588.65000 162702.86| 430.00000 118852.00| CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 146.800 m3 | 278.89000 40941.05| 225.00000 33030.00| CONCRETE, B, FOOTINGS | | | 0062 702-51110 168.800 kg | 50.07000 8451.82| 20.00000 3376.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 48.000 EACH| 8.17000 392.16| 9.50000 456.00| FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-06028 26710.000 kg | 1.07000 28579.70| 1.40000 37394.00| REINFORCING BARS | | | 0065 703-06029 65702.000 kg | 1.05000 68987.10| 1.50000 98553.00| REINFORCING BARS, EPOXY COATED | | | 0066 704-05892 308.600 m3 | 262.86000 81118.60| 450.00000 138870.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0067 704-51002 12.400 m3 | 2408.85000 29869.74| 1300.00000 16120.00| CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05734 8.000 EACH| 1200.00000 9600.00| 1900.00000 15200.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0069 706-51020 31.200 m3 | 1340.54000 41824.85| 600.00000 18720.00| CONCRETE, C, RAILING | | | 0070 707-05984 598.000 m | 291.07000 174059.86| 480.00000 287040.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0071 709-51821 LUMP| 4825.00000 4825.00| 14000.00000 14000.00| SURFACE SEAL | | | 0072 709-99046 LUMP| 4825.00000 4825.00| 900.00000 900.00| SURFACE SEAL, RAILING TRANSITION | | | 0073 715-01354 60.200 m | 15.00000 903.00| 50.00000 3010.00| CLEAN EXISTING PIPE | | | 0074 715-05048 2300.000 m | 22.79000 52417.00| 7.90000 18170.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0075 715-05053 150.000 m | 50.23000 7534.50| 31.00000 4650.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0076 715-05217 28.600 m | 41.83000 1196.34| 110.00000 3146.00| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0077 715-05407 71.200 m | 7.75000 551.80| 30.00000 2136.00| PIPE, END BENT DRAIN, 150 mm | | | 0078 715-05756 14.000 m | 73.20000 1024.80| 120.00000 1680.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0079 715-46000 6.000 EACH| 613.25000 3679.50| 210.00000 1260.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 718-06269 1000.000 m | 3.00000 3000.00| 3.20000 3200.00| UNDERDRAIN INSPECTION | | | 0081 718-06528 26.000 EACH| 574.13000 14927.38| 575.00000 14950.00| OUTLET PROTECTOR, 1 | | | 0082 718-52610 456.000 m3 | 29.99000 13675.44| 46.00000 20976.00| AGGREGATE FOR UNDERDRAINS | | | 0083 720-44000 4.000 EACH| 399.45000 1597.80| 400.00000 1600.00| CASTING, ADJUST TO GRADE | | | 0084 720-45025 4.000 EACH| 2054.94000 8219.76| 1200.00000 4800.00| INLET, D6 | | | 0085 720-96995 4.000 EACH| 353.79000 1415.16| 300.00000 1200.00| CLEAN INLET | | | 0086 801-01093 16.000 EACH| 750.00000 12000.00| 790.00000 12640.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0088 801-06207 11894.000 m | 2.80000 33303.20| 2.90000 34492.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0089 801-06469 613.000 m | 5.14000 3150.82| 5.45000 3340.85| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0090 801-06606 25.000 EACH| 105.00000 2625.00| 120.00000 3000.00| BARRICADE, IIIB | | | 0091 801-06640 94.000 EACH| 75.00000 7050.00| 90.00000 8460.00| CONSTRUCTION SIGN, A | | | 0092 801-06645 6.000 EACH| 30.00000 180.00| 32.00000 192.00| CONSTRUCTION SIGN, B | | | 0093 801-06710 360.000 DAY | 12.00000 4320.00| 12.80000 4608.00| FLASHING ARROW SIGN | | | 0094 801-06775 LUMP| 39826.43000 39826.43| 207000.00000 207000.00| MAINTAINING TRAFFIC | | | 0095 802-96915 LUMP| 1620.00000 1620.00| 1720.00000 1720.00| SIGN, RELOCATE | | | 0096 805-06595 165.000 m | 21.80000 3597.00| 22.80000 3762.00| CONDUIT, PVC, 50 mm | | | 0097 805-86843 316.000 m | 1.80000 568.80| 1.90000 600.40| WIRE, NO. 4 COPPER, 1C | | | 0098 805-90267 77.000 m | 36.00000 2772.00| 37.50000 2887.50| CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0099 807-02191 2.000 EACH| 560.00000 1120.00| 590.00000 1180.00| HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 807-02193 2.000 EACH| 635.00000 1270.00| 670.00000 1340.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0101 807-02370 2.000 EACH| 460.00000 920.00| 485.00000 970.00| LIGHT STRUCTURE, REMOVE AND RESET | | | 0102 807-86775 8.000 EACH| 475.00000 3800.00| 600.00000 4800.00| LUMINAIRE UNDERPASS, WALL MOUNTED, | | | MERCURY VAPOR, 175 WATT | | | 0103 807-95492 2.000 EACH| 2380.00000 4760.00| 2970.00000 5940.00| SERVICE POINT, II, BREAKER ENCLOSURE | | | 0104 808-03178 4.000 EACH| 175.00000 700.00| 140.00000 560.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0105 808-03179 2.000 EACH| 250.00000 500.00| 145.00000 290.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0106 808-06716 3330.000 m | 0.70000 2331.00| 0.75000 2497.50| LINE, REMOVE | | | 0107 808-75051 4846.000 m | 4.50000 21807.00| 3.15000 15264.90| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0108 808-75054 4608.000 m | 4.50000 20736.00| 3.15000 14515.20| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0109 808-75059 1212.000 m | 4.50000 5454.00| 3.15000 3817.80| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0110 808-75067 10.000 m | 28.00000 280.00| 25.00000 250.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0111 211-06467 125.000 m3 | 52.29000 6536.25| 64.00000 8000.00| AGGREGATE FOR END BENT BACKFILL | | | 0112 718-99153 4743.000 m2 | 3.67000 17406.81| 1.50000 7114.50| GEOTEXTILES FOR UNDERDRAIN | | | 0113 206-51230 715.000 m3 | 29.07000 20785.05| 55.00000 39325.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0114 503-03489 48.000 EACH| 12.00000 576.00| 23.00000 1104.00| RETROFITTED TIE BARS | | | 0115 804-06771 26.000 EACH| 18.00000 468.00| 37.00000 962.00| DELINEATOR POST, FLEXIBLE | | | 0116 202-51368 683.000 m2 | 8.07000 5511.81| 11.50000 7854.50| SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 362 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,905,678.86 ROUTE : US 30 CALL ORDER : 362 CONTRACT ID : B -25086-A COUNTIES : STARKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 610-05527 2958.000 Mg | 36.05000 106635.90| 43.50000 128673.00| HMA FOR APPROACHES | | | SECTION TOTALS | $ 3,812,203.26| $ 3,949,016.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,812,203.26| $ 3,949,016.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 364 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 57 CALL ORDER : 364 CONTRACT ID : B -25111-A COUNTIES : DAVIESS LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 499,999.99 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 515,881.57 103.1763% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 516,593.83 103.3187% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 567,249.95 113.4499% 5 35-1878024 RAGLE, INC. $ 567,642.07 113.5284% =================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4856010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 413,847.12 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 420,890.78 101.7019% 3 35-1212938 ATLAS EXCAVATING, INC. $ 449,129.10 108.5253% 4 36-2231526 WALSH CONSTR CO OF ILL $ 543,599.23 131.3526% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1100.00000 6600.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 8500.00000 8500.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 6200.00000 6200.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 140.600 m2 | 23.90000 3360.34| 30.00000 4218.00| 24.00000 3374.40 PAVEMENT, REMOVE | | | 0006 202-02241 164.840 m | 15.00000 2472.60| 17.00000 2802.28| 13.00000 2142.92 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 70000.00000 70000.00| 50000.00000 50000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 483.000 m2 | 5.00000 2415.00| 5.00000 2415.00| 5.50000 2656.50 SURFACE MILLING, ASPHALT | | | 0009 206-51220 72.000 m3 | 52.50000 3780.00| 60.00000 4320.00| 160.00000 11520.00 EXCAVATION, WET | | | 0010 206-51225 97.000 m3 | 26.19000 2540.43| 15.00000 1455.00| 35.00000 3395.00 EXCAVATION, DRY | | | 0011 213-52830 5.600 m3 | 163.39000 914.98| 155.00000 868.00| 150.00000 840.00 FLOWABLE MORTAR | | | 0012 303-52308 52.000 Mg | 22.30000 1159.60| 20.00000 1040.00| 28.00000 1456.00 COMPACTED AGGREGATE, O, 53 | | | 0013 406-05521 1157.000 m2 | 0.15000 173.55| 0.23000 266.11| 0.15000 173.55 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1300.00000 5200.00| 1575.00000 6300.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01700 1.000 EACH| 2000.00000 2000.00| 1950.00000 1950.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 3.000 EACH| 2576.00000 7728.00| 2850.00000 8550.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 81.920 m | 36.00000 2949.12| 45.00000 3686.40| 34.00000 2785.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06729 18.000 EACH| 15.00000 270.00| 12.00000 216.00| 6.20000 111.60 BARRIER DELINEATOR | | | 0019 610-05527 170.000 Mg | 117.00000 19890.00| 78.00000 13260.00| 85.00000 14450.00 HMA FOR APPROACHES | | | 0020 610-06259 144.600 m2 | 56.23000 8130.86| 60.00000 8676.00| 60.00000 8676.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0021 616-02320 884.000 m2 | 3.87000 3421.08| 4.00000 3536.00| 4.20000 3712.80 GEOTEXTILES | | | 0022 616-06405 608.000 Mg | 25.30000 15382.40| 33.00000 20064.00| 27.00000 16416.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 800.00000 800.00| 700.00000 700.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 2.00000 2000.00| 1.25000 1250.00| 1.50000 1500.00 MULCHED SEEDING, R | | | 0025 701-05686 193.400 m | 82.08000 15874.27| 132.00000 25528.80| 190.00000 36746.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.16 mm, 356 mm | | | 0026 702-51005 98.900 m3 | 525.78000 51999.64| 450.00000 44505.00| 375.00000 37087.50 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51015 8.000 m3 | 426.56000 3412.48| 650.00000 5200.00| 560.00000 4480.00 CONCRETE, B, FOOTINGS | | | 0028 702-51863 88.000 EACH| 8.00000 704.00| 15.00000 1320.00| 13.50000 1188.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 15583.000 kg | 1.05000 16362.15| 1.08000 16829.64| 1.40000 21816.20 REINFORCING STEEL | | | 0030 703-51032 14221.000 kg | 1.12000 15927.52| 1.30000 18487.30| 1.55000 22042.55 REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 186.900 m3 | 404.71000 75640.30| 460.00000 85974.00| 500.00000 93450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 16.400 m3 | 500.00000 8200.00| 510.00000 8364.00| 650.00000 10660.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0035 801-04308 5.000 EACH| 400.00000 2000.00| 225.00000 1125.00| 210.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 6.000 EACH| 200.00000 1200.00| 115.00000 690.00| 75.00000 450.00 BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 200.00000 800.00| 120.00000 480.00| 95.00000 380.00 BARRICADE, IIIB | | | 0038 801-06625 36.000 EACH| 120.00000 4320.00| 118.00000 4248.00| 85.00000 3060.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 24.000 EACH| 100.00000 2400.00| 100.00000 2400.00| 70.00000 1680.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 6000.00000 6000.00| 6100.00000 6100.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0041 808-06712 30.000 m | 2.80000 84.00| 3.75000 112.50| 2.80000 84.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 241.000 m | 2.80000 674.80| 3.75000 903.75| 2.80000 674.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 808-75996 4.000 EACH| 25.00000 100.00| 50.00000 200.00| 20.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 6.000 EACH| 160.00000 960.00| 175.00000 1050.00| 140.00000 840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 413,847.12| $ 420,890.78| $ 449,129.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,847.12| $ 420,890.78| $ 449,129.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1955.00000 11730.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12439.40000 12439.40| | CLEARING RIGHT OF WAY | | | 0005 202-02240 140.600 m2 | 17.75000 2495.65| | PAVEMENT, REMOVE | | | 0006 202-02241 164.840 m | 12.50000 2060.50| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 110970.45000 110970.45| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 483.000 m2 | 2.75000 1328.25| | SURFACE MILLING, ASPHALT | | | 0009 206-51220 72.000 m3 | 97.00000 6984.00| | EXCAVATION, WET | | | 0010 206-51225 97.000 m3 | 19.26000 1868.22| | EXCAVATION, DRY | | | 0011 213-52830 5.600 m3 | 126.70000 709.52| | FLOWABLE MORTAR | | | 0012 303-52308 52.000 Mg | 29.29000 1523.08| | COMPACTED AGGREGATE, O, 53 | | | 0013 406-05521 1157.000 m2 | 0.10000 115.70| | ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1160.00000 4640.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01700 1.000 EACH| 1625.00000 1625.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 3.000 EACH| 2300.00000 6900.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 81.920 m | 32.00000 2621.44| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06729 18.000 EACH| 3.85000 69.30| | BARRIER DELINEATOR | | | 0019 610-05527 170.000 Mg | 65.00000 11050.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06259 144.600 m2 | 54.04000 7814.18| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0021 616-02320 884.000 m2 | 2.50000 2210.00| | GEOTEXTILES | | | 0022 616-06405 608.000 Mg | 26.37000 16032.96| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 550.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 1.32000 1320.00| | MULCHED SEEDING, R | | | 0025 701-05686 193.400 m | 141.55000 27375.77| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.16 mm, 356 mm | | | 0026 702-51005 98.900 m3 | 400.00000 39560.00| | CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51015 8.000 m3 | 1062.69000 8501.52| | CONCRETE, B, FOOTINGS | | | 0028 702-51863 88.000 EACH| 5.55000 488.40| | FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 15583.000 kg | 0.85000 13245.55| | REINFORCING STEEL | | | 0030 703-51032 14221.000 kg | 1.07000 15216.47| | REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 186.900 m3 | 700.00000 130830.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1000.44000 4001.76| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 16.400 m3 | 668.22000 10958.81| | CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 3290.00000 3290.00| | SURFACE SEAL | | | 0035 801-04308 5.000 EACH| 85.00000 425.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 6.000 EACH| 59.00000 354.00| | BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 98.00000 392.00| | BARRICADE, IIIB | | | 0038 801-06625 36.000 EACH| 52.00000 1872.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 368 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,456.10 ROUTE : SR 14 CALL ORDER : 368 CONTRACT ID : B -25157-A COUNTIES : JASPER LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06640 24.000 EACH| 101.00000 2424.00| | CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 2208.72000 2208.72| | MAINTAINING TRAFFIC | | | 0041 808-06712 30.000 m | 0.78000 23.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0042 808-06713 241.000 m | 0.78000 187.98| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0043 808-75996 4.000 EACH| 4.34000 17.36| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 6.000 EACH| 28.14000 168.84| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 543,599.23| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,599.23| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0177009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,666,322.22 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,876,903.98 107.8978% 3 35-1878024 RAGLE, INC. $ 2,881,636.90 108.0753% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 3,248,446.88 121.8324% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1878024 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1250.00000 11250.00| 1600.00000 14400.00| 1800.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 140000.00000 140000.00| 143000.00000 143000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 366.000 m2 | 12.00000 4392.00| 19.00000 6954.00| 18.00000 6588.00 PAVEMENT, REMOVE | | | 0005 202-02241 441.000 m | 6.75000 2976.75| 6.40000 2822.40| 7.00000 3087.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 334000.00000 334000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 21.000 m2 | 35.00000 735.00| 60.00000 1260.00| 30.00000 630.00 SLOPEWALL, REMOVE | | | 0008 202-96133 44.000 m | 12.00000 528.00| 35.00000 1540.00| 9.00000 396.00 PIPE, REMOVE | | | 0009 202-99187 75.000 m | 9.00000 675.00| 9.00000 675.00| 3.00000 225.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 13644.000 m3 | 7.50000 102330.00| 12.23000 166866.12| 10.00000 136440.00 EXCAVATION, COMMON | | | 0011 203-02070 825.000 m3 | 18.00000 14850.00| 31.42000 25921.50| 1.00000 825.00 BORROW | | | 0012 203-02080 0.541 km | 25000.00000 13525.00| 7800.00000 4219.80| 22000.00000 11902.00 LINEAR GRADING | | | 0013 203-93444 25005.000 Mg | 14.00000 350070.00| 15.93000 398329.65| 16.00000 400080.00 BACKFILL, ROCK | | | 0014 206-51220 66.000 m3 | 140.00000 9240.00| 75.00000 4950.00| 100.00000 6600.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1878024 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51230 154.000 m3 | 40.00000 6160.00| 45.00000 6930.00| 100.00000 15400.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 145.000 m3 | 35.00000 5075.00| 50.00000 7250.00| 22.00000 3190.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 17.000 m3 | 80.00000 1360.00| 65.00000 1105.00| 50.00000 850.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 147.000 m3 | 100.00000 14700.00| 200.00000 29400.00| 90.00000 13230.00 FLOWABLE MORTAR | | | 0019 303-02051 1195.000 Mg | 16.00000 19120.00| 14.36000 17160.20| 17.00000 20315.00 STONE, 2 | | | 0020 303-52308 182.000 Mg | 25.00000 4550.00| 25.00000 4550.00| 22.00000 4004.00 COMPACTED AGGREGATE, O, 53 | | | 0021 402-05468 1797.000 Mg | 38.00000 68286.00| 36.84000 66201.48| 36.84000 66201.48 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 499.000 Mg | 43.00000 21457.00| 41.99000 20953.01| 41.99000 20953.01 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 300.000 Mg | 56.00000 16800.00| 53.97000 16191.00| 53.97000 16191.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4890.000 m2 | 0.50000 2445.00| 0.46000 2249.40| 0.46000 2249.40 ASPHALT FOR TACK COAT | | | 0025 601-01522 6.000 EACH| 1200.00000 7200.00| 1140.00000 6840.00| 1140.00000 6840.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01740 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-94689 2.000 EACH| 2400.00000 4800.00| 2230.00000 4460.00| 2230.00000 4460.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-94690 2.000 EACH| 3300.00000 6600.00| 3165.00000 6330.00| 3165.00000 6330.00 GUARDRAIL END TREATMENT, MS | | | 0029 601-99105 398.145 m | 32.00000 12740.64| 30.00000 11944.35| 30.00000 11944.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99132 1.000 EACH| 55.00000 55.00| 50.00000 50.00| 50.00000 50.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0031 602-06729 100.000 EACH| 8.00000 800.00| 7.50000 750.00| 6.00000 600.00 BARRIER DELINEATOR | | | 0032 603-06040 75.000 m | 40.00000 3000.00| 38.70000 2902.50| 38.70000 2902.50 FENCE, FARM FIELD, 1190 mm | | | 0033 610-05527 930.000 Mg | 70.00000 65100.00| 67.64000 62905.20| 67.64000 62905.20 HMA FOR APPROACHES | | | 0034 610-06257 502.000 m2 | 45.00000 22590.00| 65.00000 32630.00| 48.00000 24096.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1878024 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-52817 2.000 EACH| 20000.00000 40000.00| 40000.00000 80000.00| 30000.00000 60000.00 TEMPORARY CROSSOVER, B | | | 0036 616-02320 4569.000 m2 | 3.00000 13707.00| 2.16000 9869.04| 2.00000 9138.00 GEOTEXTILES | | | 0037 616-06405 695.000 Mg | 20.00000 13900.00| 33.29000 23136.55| 20.00000 13900.00 RIPRAP, REVETMENT | | | 0038 616-51366 168.000 m2 | 45.00000 7560.00| 75.00000 12600.00| 50.00000 8400.00 SLOPEWALL, CONCRETE, 125 mm | | | 0039 621-01004 2.000 EACH| 725.00000 1450.00| 700.00000 1400.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.947 Mg | 525.01000 497.18| 497.00000 470.66| 500.00000 473.50 FERTILIZER | | | 0041 621-06553 200.000 kg | 6.50000 1300.00| 6.25000 1250.00| 7.70000 1540.00 SEED MIXTURE, R | | | 0042 621-06565 4.800 Mg | 500.00000 2400.00| 490.00000 2352.00| 500.00000 2400.00 MULCHING MATERIAL | | | 0043 701-51195 134.000 m | 175.00000 23450.00| 150.00000 20100.00| 165.00000 22110.00 PILE, STEEL H, HP 310 X 79 | | | 0044 701-91792 18.000 EACH| 100.00000 1800.00| 150.00000 2700.00| 125.00000 2250.00 PILE TIP, STEEL H | | | 0045 702-51005 164.500 m3 | 900.00000 148050.00| 7.00000 1151.50| 1000.00000 164500.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 35.000 m3 | 300.00000 10500.00| 500.00000 17500.00| 1000.00000 35000.00 CONCRETE, B, FOOTINGS | | | 0047 702-51110 696.800 kg | 6.00000 4180.80| 8.00000 5574.40| 7.60000 5295.68 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 702-51863 901.000 EACH| 12.00000 10812.00| 7.00000 6307.00| 8.00000 7208.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51030 15915.000 kg | 1.40000 22281.00| 1.25000 19893.75| 1.20000 19098.00 REINFORCING STEEL | | | 0050 703-51032 151612.000 kg | 1.40000 212256.80| 1.45000 219837.40| 1.25000 189515.00 REINFORCING STEEL, EPOXY COATED | | | 0051 704-05892 785.400 m3 | 450.00000 353430.00| 400.00000 314160.00| 475.00000 373065.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0052 706-05732 8.000 EACH| 1200.00000 9600.00| 2000.00000 16000.00| 1100.00000 8800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 139.700 m3 | 385.00000 53784.50| 600.00000 83820.00| 350.00000 48895.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 22500.00000 22500.00| 21280.00000 21280.00| 21956.00000 21956.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1878024 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 711-51038 LUMP| 153000.00000 153000.00| 299000.00000 299000.00| 190000.00000 190000.00 STRUCTURAL STEEL | | | 0056 711-51864 2544.000 EACH| 16.50000 41976.00| 16.00000 40704.00| 16.00000 40704.00 DRILLED HOLE | | | 0057 711-51877 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 55000.00000 55000.00 JACKING AND SUPPORTING BEAMS | | | 0058 711-90658 LUMP| 120000.00000 120000.00| 50000.00000 50000.00| 55400.00000 55400.00 BEAM, REPAIR | | | 0059 711-92500 360.000 EACH| 35.00000 12600.00| 35.00000 12600.00| 26.00000 9360.00 ANCHOR ROD | | | 0060 715-05149 44.000 m | 100.00000 4400.00| 80.00000 3520.00| 70.00000 3080.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05407 14.000 m | 60.00000 840.00| 60.00000 840.00| 50.00000 700.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46000 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 275.00000 275.00 PIPE END SECTION, 300 mm | | | 0063 715-91361 6.800 m | 145.00000 986.00| 350.00000 2380.00| 120.00000 816.00 PIPE, PVC, 150 mm | | | 0064 720-90017 8.000 EACH| 450.00000 3600.00| 700.00000 5600.00| 250.00000 2000.00 INLET, J FILL AND ABANDON | | | 0065 720-99315 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 250.00000 500.00 CLEAN EXISTING CATCH BASINS | | | 0066 724-51925 59.906 m | 325.00000 19469.45| 375.00000 22464.75| 300.00000 17971.80 STRUCTURAL EXPANSION JOINT, SS | | | 0067 726-92406 14.000 EACH| 1000.00000 14000.00| 1200.00000 16800.00| 800.00000 11200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0068 726-93803 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 15000.00000 15000.00 BEARING ASSEMBLIES, RESET | | | 0069 726-96576 7.000 EACH| 2000.00000 14000.00| 2400.00000 16800.00| 800.00000 5600.00 BEARING ASSEMBLY, FIXED | | | 0070 726-97941 37.000 EACH| 1225.00000 45325.00| 1400.00000 51800.00| 1000.00000 37000.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0071 801-06203 1105.000 m | 0.75000 828.75| 0.25000 276.25| 0.70000 773.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 5905.000 m | 3.25000 19191.25| 3.18000 18777.90| 2.99000 17655.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06605 10.000 EACH| 110.00000 1100.00| 180.00000 1800.00| 95.00000 950.00 BARRICADE, IIIA | | | 0074 801-06606 22.000 EACH| 150.00000 3300.00| 190.00000 4180.00| 125.00000 2750.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1878024 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06640 41.000 EACH| 210.00000 8610.00| 170.00000 6970.00| 175.00000 7175.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 80.00000 160.00| 45.00000 90.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0077 801-06710 540.000 DAY | 15.00000 8100.00| 16.00000 8640.00| 20.00000 10800.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0079 802-96800 9489.000 EACH| 1.60000 15182.40| 1.80000 17080.20| 1.50000 14233.50 SHEAR STUD CONNECTOR | | | 0080 808-06711 658.000 m | 0.50000 329.00| 0.25000 164.50| 0.43000 282.94 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0081 808-06713 573.000 m | 0.50000 286.50| 0.25000 143.25| 0.43000 246.39 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06714 1510.000 m | 0.50000 755.00| 0.25000 377.50| 0.43000 649.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0083 808-06716 2448.000 m | 0.90000 2203.20| 1.64000 4014.72| 0.80000 1958.40 LINE, REMOVE | | | 0084 808-75998 28.000 EACH| 45.00000 1260.00| 33.50000 938.00| 42.00000 1176.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,666,322.22| $ 2,876,903.98| $ 2,881,636.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,666,322.22| $ 2,876,903.98| $ 2,881,636.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1335.75000 12021.75| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 29912.38000 29912.38| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 162422.34000 162422.34| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 366.000 m2 | 6.75000 2470.50| | PAVEMENT, REMOVE | | | 0005 202-02241 441.000 m | 12.73000 5613.93| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 385786.61000 385786.61| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 21.000 m2 | 81.05000 1702.05| | SLOPEWALL, REMOVE | | | 0008 202-96133 44.000 m | 25.10000 1104.40| | PIPE, REMOVE | | | 0009 202-99187 75.000 m | 9.88000 741.00| | FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 13644.000 m3 | 12.14000 165638.16| | EXCAVATION, COMMON | | | 0011 203-02070 825.000 m3 | 30.58000 25228.50| | BORROW | | | 0012 203-02080 0.541 km | 7696.76000 4163.95| | LINEAR GRADING | | | 0013 203-93444 25005.000 Mg | 15.81000 395329.05| | BACKFILL, ROCK | | | 0014 206-51220 66.000 m3 | 73.44000 4847.04| | EXCAVATION, WET | | | 0015 206-51230 154.000 m3 | 40.74000 6273.96| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 211-02060 145.000 m3 | 40.10000 5814.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 17.000 m3 | 59.32000 1008.44| | AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 147.000 m3 | 173.85000 25555.95| | FLOWABLE MORTAR | | | 0019 303-02051 1195.000 Mg | 14.25000 17028.75| | STONE, 2 | | | 0020 303-52308 182.000 Mg | 19.28000 3508.96| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05468 1797.000 Mg | 38.02000 68321.94| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 499.000 Mg | 43.90000 21906.10| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 300.000 Mg | 56.46000 16938.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4890.000 m2 | 0.49000 2396.10| | ASPHALT FOR TACK COAT | | | 0025 601-01522 6.000 EACH| 1191.63000 7149.78| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01740 1.000 EACH| 1672.46000 1672.46| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-94689 2.000 EACH| 2331.00000 4662.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-94690 2.000 EACH| 3308.34000 6616.68| | GUARDRAIL END TREATMENT, MS | | | 0029 601-99105 398.145 m | 31.56000 12565.46| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99132 1.000 EACH| 52.26000 52.26| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0031 602-06729 100.000 EACH| 7.84000 784.00| | BARRIER DELINEATOR | | | 0032 603-06040 75.000 m | 41.14000 3085.50| | FENCE, FARM FIELD, 1190 mm | | | 0033 610-05527 930.000 Mg | 71.44000 66439.20| | HMA FOR APPROACHES | | | 0034 610-06257 502.000 m2 | 50.48000 25340.96| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 611-52817 2.000 EACH| 39351.19000 78702.38| | TEMPORARY CROSSOVER, B | | | 0036 616-02320 4569.000 m2 | 21.31000 97365.39| | GEOTEXTILES | | | 0037 616-06405 695.000 Mg | 36.39000 25291.05| | RIPRAP, REVETMENT | | | 0038 616-51366 168.000 m2 | 30.59000 5139.12| | SLOPEWALL, CONCRETE, 125 mm | | | 0039 621-01004 2.000 EACH| 836.23000 1672.46| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 0.947 Mg | 692.48000 655.78| | FERTILIZER | | | 0041 621-06553 200.000 kg | 9.22000 1844.00| | SEED MIXTURE, R | | | 0042 621-06565 4.800 Mg | 533.48000 2560.70| | MULCHING MATERIAL | | | 0043 701-51195 134.000 m | 144.49000 19361.66| | PILE, STEEL H, HP 310 X 79 | | | 0044 701-91792 18.000 EACH| 103.84000 1869.12| | PILE TIP, STEEL H | | | 0045 702-51005 164.500 m3 | 1134.78000 186671.31| | CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 35.000 m3 | 2126.74000 74435.90| | CONCRETE, B, FOOTINGS | | | 0047 702-51110 696.800 kg | 5.45000 3797.56| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 702-51863 901.000 EACH| 7.85000 7072.85| | FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51030 15915.000 kg | 1.30000 20689.50| | REINFORCING STEEL | | | 0050 703-51032 151612.000 kg | 1.41000 213772.92| | REINFORCING STEEL, EPOXY COATED | | | 0051 704-05892 785.400 m3 | 530.53000 416678.26| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0052 706-05732 8.000 EACH| 1391.50000 11132.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 139.700 m3 | 411.55000 57493.54| | CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 22996.38000 22996.38| | SURFACE SEAL | | | 0055 711-51038 LUMP| 168532.42000 168532.42| | STRUCTURAL STEEL | | | 0056 711-51864 2544.000 EACH| 10.45000 26584.80| | DRILLED HOLE | | | 0057 711-51877 LUMP| 20083.24000 20083.24| | JACKING AND SUPPORTING BEAMS | | | 0058 711-90658 LUMP| 97012.71000 97012.71| | BEAM, REPAIR | | | 0059 711-92500 360.000 EACH| 37.00000 13320.00| | ANCHOR ROD | | | 0060 715-05149 44.000 m | 85.73000 3772.12| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-05407 14.000 m | 51.38000 719.32| | PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46000 1.000 EACH| 156.79000 156.79| | PIPE END SECTION, 300 mm | | | 0063 715-91361 6.800 m | 53.97000 367.00| | PIPE, PVC, 150 mm | | | 0064 720-90017 8.000 EACH| 156.79000 1254.32| | INLET, J FILL AND ABANDON | | | 0065 720-99315 2.000 EACH| 156.79000 313.58| | CLEAN EXISTING CATCH BASINS | | | 0066 724-51925 59.906 m | 282.12000 16900.68| | STRUCTURAL EXPANSION JOINT, SS | | | 0067 726-92406 14.000 EACH| 685.64000 9598.96| | BEARING ASSEMBLY, ELASTOMERIC | | | 0068 726-93803 LUMP| 10782.23000 10782.23| | BEARING ASSEMBLIES, RESET | | | 0069 726-96576 7.000 EACH| 1789.39000 12525.73| | BEARING ASSEMBLY, FIXED | | | 0070 726-97941 37.000 EACH| 831.79000 30776.23| | BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0071 801-06203 1105.000 m | 0.75000 828.75| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 5905.000 m | 3.15000 18600.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06605 10.000 EACH| 99.30000 993.00| | BARRICADE, IIIA | | | 0074 801-06606 22.000 EACH| 130.66000 2874.52| | BARRICADE, IIIB | | | 0075 801-06640 41.000 EACH| 182.93000 7500.13| | CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 78.40000 156.80| | CONSTRUCTION SIGN, B | | | 0077 801-06710 540.000 DAY | 13.59000 7338.60| | FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 30803.24000 30803.24| | MAINTAINING TRAFFIC | | | 0079 802-96800 9489.000 EACH| 1.97000 18693.33| | SHEAR STUD CONNECTOR | | | 0080 808-06711 658.000 m | 0.49000 322.42| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 374 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,345,344.24 ROUTE : SR 63 CALL ORDER : 374 CONTRACT ID : B -25165-A COUNTIES : VIGO LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 808-06713 573.000 m | 0.49000 280.77| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0082 808-06714 1510.000 m | 0.49000 739.90| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0083 808-06716 2448.000 m | 0.85000 2080.80| | LINE, REMOVE | | | 0084 808-75998 28.000 EACH| 43.90000 1229.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,248,446.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,248,446.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 382 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,920.06 ROUTE : NHS US 30 CALL ORDER : 382 CONTRACT ID : B -25229-A COUNTIES : LAPORTE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2002003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 872,684.50 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 956,515.87 109.6061% ==================================================================================================================================== |(1) 35-1339168 |(2) 36-2231526 | |LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1434.58000 8607.48| 2046.67000 12280.02| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3964.79000 3964.79| 110057.90000 110057.90| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43614.01000 43614.01| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2959.72000 2959.72| 4500.00000 4500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 358.000 m2 | 20.77000 7435.66| 19.26000 6895.08| PAVEMENT, REMOVE | | | 0006 202-02241 142.000 m | 19.00000 2698.00| 20.00000 2840.00| GUARDRAIL, REMOVE | | | 0007 202-02278 19.000 m | 38.48000 731.12| 21.32000 405.08| CURB, CONCRETE, REMOVE | | | 0008 202-51133 18.000 m | 33.76000 607.68| 14.42000 259.56| RAILING, REMOVE | | | 0009 202-51328 LUMP| 143357.39000 143357.39| 130000.00000 130000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-91385 1.000 EACH| 365.61000 365.61| 112.86000 112.86| INLET, REMOVE | | | 0011 202-96133 34.000 m | 32.37000 1100.58| 20.88000 709.92| PIPE, REMOVE | | | 0012 203-02000 748.000 m3 | 28.80000 21542.40| 18.30000 13688.40| EXCAVATION, COMMON | | | 0013 203-02080 0.500 km | 8689.66000 4344.83| 8190.40000 4095.20| LINEAR GRADING | | | 0014 205-02224 818.000 m | 6.10000 4989.80| 6.10000 4989.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 382 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,920.06 ROUTE : NHS US 30 CALL ORDER : 382 CONTRACT ID : B -25229-A COUNTIES : LAPORTE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 36-2231526 | |LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02231 40.000 m | 115.97000 4638.80| 23.13000 925.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02236 2.000 EACH| 50.00000 100.00| 50.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 206-51220 473.000 m3 | 21.23000 10041.79| 20.71000 9795.83| EXCAVATION, WET | | | 0018 206-51817 474.100 m2 | 21.80000 10335.38| 0.01000 4.74| SHEET PILING, STEEL | | | 0019 206-93520 688.900 m2 | 45.32000 31220.95| 0.01000 6.89| TEMPORARY SHEET PILING | | | 0020 211-02060 652.300 m3 | 37.72000 24604.76| 39.89000 26020.25| B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 14.100 m3 | 89.03000 1255.32| 105.42000 1486.42| FLOWABLE MORTAR | | | 0022 303-52308 849.400 Mg | 19.91000 16911.55| 15.00000 12741.00| COMPACTED AGGREGATE, O, 53 | | | 0023 401-05467 491.000 m | 4.95000 2430.45| 4.95000 2430.45| MILLED HMA CORRUGATIONS | | | 0024 402-05481 1088.100 Mg | 42.00000 45700.20| 45.00000 48964.50| HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05490 113.000 Mg | 65.60000 7412.80| 70.00000 7910.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0026 406-05520 0.400 Mg | 1381.00000 552.40| 1381.10000 552.44| ASPHALT FOR TACK COAT | | | 0027 503-05310 50.400 m | 392.30000 19771.92| 296.63000 14950.15| TERMINAL JOINT | | | 0028 601-01522 4.000 EACH| 1200.00000 4800.00| 1210.00000 4840.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-94689 4.000 EACH| 2200.00000 8800.00| 2275.00000 9100.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH| 800.00000 800.00| 1150.00000 1150.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 72.390 m | 39.00000 2823.21| 33.00000 2388.87| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06646 360.000 m | 42.58000 15328.80| 50.00000 18000.00| TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 4.000 EACH| 7.00000 28.00| 5.98000 23.92| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 382 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,920.06 ROUTE : NHS US 30 CALL ORDER : 382 CONTRACT ID : B -25229-A COUNTIES : LAPORTE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 36-2231526 | |LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 610-06257 481.200 m2 | 64.60000 31085.52| 53.19000 25595.03| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 309.000 m2 | 3.95000 1220.55| 4.65000 1436.85| GEOTEXTILES | | | 0036 616-06405 482.000 Mg | 31.61000 15236.02| 26.45000 12748.90| RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 2747.000 m2 | 1.10000 3021.70| 1.10000 3021.70| MULCHED SEEDING, R | | | 0039 621-06567 49.700 kL | 0.50000 24.85| 0.50000 24.85| WATER | | | 0040 701-96089 132.000 m | 194.18000 25631.76| 249.93000 32990.76| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0041 702-04433 16.000 EACH| 100.99000 1615.84| 61.18000 978.88| FLOOR DRAIN, PVC, 150 mm | | | 0042 702-51015 126.800 m3 | 401.94000 50965.99| 350.00000 44380.00| CONCRETE, B, FOOTINGS | | | 0043 702-51863 226.000 EACH| 9.01000 2036.26| 9.64000 2178.64| FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-93722 89.900 m3 | 392.51000 35286.65| 263.22000 23663.48| CONCRETE, C | | | 0045 703-01540 234.000 EACH| 20.39000 4771.26| 20.30000 4750.20| THREADED TIE BAR ASSEMBLY | | | 0046 703-06028 6381.000 kg | 0.97000 6189.57| 1.20000 7657.20| REINFORCING BARS | | | 0047 703-06029 11534.000 kg | 1.12000 12918.08| 1.35000 15570.90| REINFORCING BARS, EPOXY COATED | | | 0048 706-05732 4.000 EACH| 1457.09000 5828.36| 1032.17000 4128.68| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-51020 6.000 m3 | 1773.63000 10641.78| 863.08000 5178.48| CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 2700.00000 2700.00| SURFACE SEAL | | | 0052 709-99046 LUMP| 300.00000 300.00| 350.00000 350.00| SURFACE SEAL, RAILING TRANSITION | | | 0053 714-03437 33.200 m2 | 662.50000 21995.00| 415.79000 13804.23| WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 382 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,920.06 ROUTE : NHS US 30 CALL ORDER : 382 CONTRACT ID : B -25229-A COUNTIES : LAPORTE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 36-2231526 | |LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 714-03587 30.200 m | 4955.80000 149665.16| 6401.66000 193330.13| CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 8400 mm x 1800 mm | | | 0055 715-05118 16.000 m | 113.64000 1818.24| 112.80000 1804.80| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0056 715-05119 12.200 m | 125.80000 1534.76| 140.66000 1716.05| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0057 715-05128 6.200 m | 198.20000 1228.84| 418.18000 2592.72| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0058 715-46005 1.000 EACH| 581.75000 581.75| 176.85000 176.85| PIPE END SECTION, 375 mm | | | 0060 801-06207 1593.000 m | 2.90000 4619.70| 2.90000 4619.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06640 33.000 EACH| 55.00000 1815.00| 55.00000 1815.00| CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 7887.78000 7887.78| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0063 808-06701 173.000 m | 1.20000 207.60| 1.20000 207.60| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0064 808-06703 690.000 m | 1.20000 828.00| 1.20000 828.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06716 886.000 m | 1.15000 1018.90| 1.15000 1018.90| LINE, REMOVE | | | 0066 808-75051 56.000 m | 6.75000 378.00| 6.75000 378.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0067 808-75054 56.000 m | 6.75000 378.00| 6.75000 378.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0068 808-75059 14.000 m | 6.75000 94.50| 6.75000 94.50| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0069 808-75245 683.000 m | 1.20000 819.60| 1.20000 819.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 601-04746 2.000 EACH| 5600.00000 11200.00| 4500.00000 9000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0071 801-06645 4.000 EACH| 30.00000 120.00| 30.00000 120.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 382 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,050,920.06 ROUTE : NHS US 30 CALL ORDER : 382 CONTRACT ID : B -25229-A COUNTIES : LAPORTE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 36-2231526 | |LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06710 170.000 DAY | 13.00000 2210.00| 13.00000 2210.00| FLASHING ARROW SIGN | | | 0073 720-45075 1.000 EACH| 634.08000 634.08| 1522.76000 1522.76| INLET, R13 | | | SECTION TOTALS | $ 872,684.50| $ 956,515.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 872,684.50| $ 956,515.87| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/28/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1536012 1536013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,735,078.08 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 1,740,386.86 100.3059% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,062,203.32 118.8536% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1952.65000 11715.90| 1200.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 3728.31000 3728.31| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 83846.00000 83846.00| 103000.00000 103000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 2330.02000 2330.02| 13000.00000 13000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0005 201-90788 LUMP| 7500.00000 7500.00| 2189.02000 2189.02| 12000.00000 12000.00 DEBRIS, REMOVE FROM CHANNEL, STR NO 2 | | | 0007 202-02240 615.000 m2 | 18.00000 11070.00| 17.07000 10498.05| 21.00000 12915.00 PAVEMENT, REMOVE | | | 0008 202-02241 625.000 m | 12.00000 7500.00| 10.94000 6837.50| 6.25000 3906.25 GUARDRAIL, REMOVE | | | 0010 202-51133 545.000 m | 9.84000 5362.80| 6.50000 3542.50| 11.00000 5995.00 RAILING, REMOVE | | | 0011 202-51328 LUMP| 35000.00000 35000.00| 42647.04000 42647.04| 113000.00000 113000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 40000.00000 40000.00| 60949.22000 60949.22| 185000.00000 185000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-60820 1680.000 m2 | 4.00000 6720.00| 4.17000 7005.60| 1.90000 3192.00 SURFACE MILLING, ASPHALT | | | 0014 202-60822 3146.200 m2 | 4.00000 12584.80| 4.19000 13182.58| 3.20000 10067.84 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-99187 40.000 m | 40.00000 1600.00| 25.00000 1000.00| 11.00000 440.00 FENCE, FARM FIELD, REMOVE | | | 0016 202-99383 60.000 m | 33.00000 1980.00| 186.83000 11209.80| 78.00000 4680.00 TERMINAL JOINT, REMOVE | | | 0017 203-02000 1300.000 m3 | 10.50000 13650.00| 19.94000 25922.00| 21.00000 27300.00 EXCAVATION, COMMON | | | 0018 205-02224 1065.000 m | 6.00000 6390.00| 4.92000 5239.80| 6.00000 6390.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 206-51230 63.000 m3 | 26.16000 1648.08| 47.38000 2984.94| 53.00000 3339.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-02060 65.500 m3 | 31.50000 2063.25| 33.97000 2225.04| 45.00000 2947.50 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 348.000 Mg | 16.50000 5742.00| 21.37000 7436.76| 26.00000 9048.00 COMPACTED AGGREGATE, O, 53 | | | 0022 303-52309 1700.000 Mg | 15.40000 26180.00| 21.63000 36771.00| 18.00000 30600.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 402-05477 140.000 Mg | 160.00000 22400.00| 140.00000 19600.00| 62.00000 8680.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 1615.000 Mg | 58.00000 93670.00| 36.50000 58947.50| 58.50000 94477.50 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05484 550.000 Mg | 50.00000 27500.00| 42.50000 23375.00| 61.50000 33825.00 HMA BASE C50.0 mm, SHOULDER | | | 0026 402-05487 410.000 Mg | 47.00000 19270.00| 41.00000 16810.00| 55.50000 22755.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0027 402-05490 350.000 Mg | 60.00000 21000.00| 52.00000 18200.00| 71.00000 24850.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 4.200 Mg | 200.00000 840.00| 180.00000 756.00| 285.00000 1197.00 ASPHALT FOR TACK COAT | | | 0029 503-05310 60.000 m | 270.00000 16200.00| 899.37000 53962.20| 380.00000 22800.00 TERMINAL JOINT | | | 0030 601-01522 8.000 EACH| 1300.00000 10400.00| 1150.00000 9200.00| 1210.00000 9680.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-04746 4.000 EACH| 6000.00000 24000.00| 5300.00000 21200.00| 5500.00000 22000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0032 601-94689 6.000 EACH| 2400.00000 14400.00| 2150.00000 12900.00| 2250.00000 13500.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 4.000 EACH| 3500.00000 14000.00| 3150.00000 12600.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, MS | | | 0034 601-97774 1.000 EACH| 1200.00000 1200.00| 750.00000 750.00| 785.00000 785.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-97803 1.000 EACH| 2400.00000 2400.00| 2150.00000 2150.00| 2250.00000 2250.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0036 601-99105 438.150 m | 35.00000 15335.25| 31.40000 13757.91| 33.00000 14458.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 601-99108 411.480 m | 54.00000 22219.92| 48.50000 19956.78| 50.00000 20574.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0038 601-99123 2.000 EACH| 2000.00000 4000.00| 1750.00000 3500.00| 1830.00000 3660.00 GUARDRAIL TRANSITION, GP | | | 0039 602-06639 880.000 m | 55.00000 48400.00| 54.69000 48127.20| 95.00000 83600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0040 602-06729 36.000 EACH| 10.00000 360.00| 8.00000 288.00| 7.30000 262.80 BARRIER DELINEATOR | | | 0041 603-06040 40.000 m | 80.00000 3200.00| 56.45000 2258.00| 72.00000 2880.00 FENCE, FARM FIELD, 1190 mm | | | 0042 610-06257 937.800 m2 | 48.00000 45014.40| 63.95000 59972.31| 52.00000 48765.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0043 616-02320 2060.000 m2 | 4.18000 8610.80| 3.14000 6468.40| 5.00000 10300.00 GEOTEXTILES | | | 0044 616-06405 1420.000 Mg | 22.00000 31240.00| 27.57000 39149.40| 20.50000 29110.00 RIPRAP, REVETMENT | | | 0045 619-61505 LUMP| 24000.00000 24000.00| 38000.00000 38000.00| 20000.00000 20000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 2| | | 0046 619-93423 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 1 | | | 0047 619-93423 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 2 | | | 0048 619-97157 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 20000.00000 20000.00 PAINT END DIAPHRAGMS AND BEAM ENDS , | | | 1.5 m, STR NO 1 | | | 0049 621-06574 1350.000 m2 | 6.00000 8100.00| 4.38000 5913.00| 4.50000 6075.00 SODDING | | | 0050 702-51005 13.600 m3 | 530.00000 7208.00| 598.71000 8142.46| 440.00000 5984.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 4.100 m3 | 402.00000 1648.20| 803.98000 3296.32| 390.00000 1599.00 CONCRETE, B, FOOTINGS | | | 0052 702-51100 110.800 kg | 6.61000 732.39| 15.42000 1708.54| 8.60000 952.88 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-51110 348.400 kg | 6.61000 2302.92| 15.36000 5351.42| 4.00000 1393.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0054 702-51863 2136.000 EACH| 6.00000 12816.00| 7.90000 16874.40| 9.50000 20292.00 FIELD DRILLED HOLE IN CONCRETE | | | 0055 703-01540 252.000 EACH| 13.00000 3276.00| 15.06000 3795.12| 11.00000 2772.00 THREADED TIE BAR ASSEMBLY | | | 0056 703-51030 12673.000 kg | 1.25000 15841.25| 0.94000 11912.62| 1.40000 17742.20 REINFORCING STEEL | | | 0057 703-51032 37376.000 kg | 1.33000 49710.08| 1.13000 42234.88| 1.60000 59801.60 REINFORCING STEEL, EPOXY COATED | | | 0058 703-97936 404.000 EACH| 12.00000 4848.00| 17.70000 7150.80| 13.50000 5454.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0059 704-51002 143.200 m3 | 656.00000 93939.20| 618.29000 88539.13| 600.00000 85920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0060 706-05732 16.000 EACH| 1200.00000 19200.00| 1000.00000 16000.00| 1200.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0061 706-51025 532.400 m | 105.00000 55902.00| 90.00000 47916.00| 145.00000 77198.00 CONCRETE, C, RAILING | | | 0062 709-51821 LUMP| 6000.00000 6000.00| 4600.00000 4600.00| 6000.00000 6000.00 SURFACE SEAL , STR NO 1 | | | 0063 709-51821 LUMP| 7000.00000 7000.00| 5900.00000 5900.00| 7500.00000 7500.00 SURFACE SEAL , STR NO 2 | | | 0064 710-51870 5.000 m2 | 324.00000 1620.00| 725.04000 3625.20| 400.00000 2000.00 REPOINTING MASONRY IN STRUCTURES | | | 0065 711-01786 2660.000 EACH| 16.00000 42560.00| 14.00000 37240.00| 16.00000 42560.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0066 711-51038 LUMP| 100000.00000 100000.00| 123933.50000 123933.50| 80000.00000 80000.00 STRUCTURAL STEEL , STR NO 1 | | | 0067 711-51038 LUMP| 175000.00000 175000.00| 99489.50000 99489.50| 135000.00000 135000.00 STRUCTURAL STEEL , STR NO 2 | | | 0068 711-51877 LUMP| 40000.00000 40000.00| 20658.63000 20658.63| 16000.00000 16000.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0069 715-05053 47.500 m | 32.84000 1559.90| 62.84000 2984.90| 42.00000 1995.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0070 715-05203 450.000 m | 13.00000 5850.00| 10.96000 4932.00| 6.50000 2925.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0071 718-06528 6.000 EACH| 70.00000 420.00| 236.55000 1419.30| 490.00000 2940.00 OUTLET PROTECTOR, 1 | | | 0072 718-52610 105.000 m3 | 31.31000 3287.55| 34.97000 3671.85| 71.00000 7455.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 718-99153 892.500 m2 | 4.78000 4266.15| 2.02000 1802.85| 2.40000 2142.00 GEOTEXTILES FOR UNDERDRAIN | | | 0074 722-51401 26.000 m2 | 107.69000 2799.94| 347.59000 9037.34| 425.00000 11050.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0075 722-51842 3247.400 m2 | 40.00000 129896.00| 40.29000 130837.75| 44.00000 142885.60 BRIDGE DECK OVERLAY | | | 0076 722-51846 8.000 m3 | 395.00000 3160.00| 395.00000 3160.00| 395.00000 3160.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0077 722-51852 264.000 m2 | 75.00000 19800.00| 143.63000 37918.32| 120.00000 31680.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0078 724-03276 53.000 m | 250.00000 13250.00| 453.90000 24056.70| 310.00000 16430.00 EXPANSION JOINT SEALING SYSTEM | | | 0079 801-01093 16.000 EACH| 750.00000 12000.00| 600.00000 9600.00| 625.00000 10000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0080 801-06207 10335.000 m | 3.20000 33072.00| 2.90000 29971.50| 3.10000 32038.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06606 11.000 EACH| 150.00000 1650.00| 75.00000 825.00| 85.00000 935.00 BARRICADE, IIIB | | | 0082 801-06640 88.000 EACH| 130.00000 11440.00| 65.00000 5720.00| 75.00000 6600.00 CONSTRUCTION SIGN, A | | | 0083 801-06710 720.000 DAY | 15.00000 10800.00| 12.00000 8640.00| 12.50000 9000.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 20000.00000 20000.00| 23402.85000 23402.85| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0085 801-09133 4.000 EACH| 6000.00000 24000.00| 5500.00000 22000.00| 3500.00000 14000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0086 801-97643 1100.000 m | 10.50000 11550.00| 9.80000 10780.00| 10.20000 11220.00 TEMPORARY BUZZ STRIPS | | | 0087 808-06711 1025.000 m | 0.36000 369.00| 0.32000 328.00| 0.35000 358.75 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0088 808-06713 1260.000 m | 0.36000 453.60| 0.32000 403.20| 0.35000 441.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 1260.000 m | 0.36000 453.60| 0.32000 403.20| 0.35000 441.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-06716 4695.000 m | 1.00000 4695.00| 0.80000 3756.00| 0.85000 3990.75 LINE, REMOVE | | | 0091 808-75996 30.000 EACH| 15.00000 450.00| 8.91000 267.30| 13.00000 390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 384 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,102.74 ROUTE : NHS US 31 CALL ORDER : 384 CONTRACT ID : B -25230-A COUNTIES : FULTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1212938 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-75998 30.000 EACH| 60.00000 1800.00| 33.25000 997.50| 35.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,735,078.08| $ 1,740,386.86| $ 2,062,203.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,735,078.08| $ 1,740,386.86| $ 2,062,203.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/04/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5502013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 369,175.12 100.0000% 2 35-1374866 PRIMCO, INC. $ 371,672.74 100.6765% 3 35-1058755 BAKER & SCHULTZ, INC. $ 423,987.93 114.8473% 4 35-1991044 JOHNSON COMPANY, INC. $ 451,731.80 122.3624% 5 35-1486233 GEIGER DEVELOPING INC. $ 558,330.27 151.2372% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |PRIMCO, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1450.00000 8700.00| 1015.30000 6091.80| 1100.00000 6600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5550.00000 5550.00| 5503.99000 5503.99| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18700.00000 18700.00| 5575.09000 5575.09| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 2200.00000 2200.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 15000.00000 15000.00| 38392.15000 38392.15| 12820.00000 12820.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 387.000 m2 | 5.75000 2225.25| 6.05000 2341.35| 7.00000 2709.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 372.000 m3 | 6.35000 2362.20| 25.00000 9300.00| 26.25000 9765.00 EXCAVATION, COMMON | | | 0008 203-02070 310.000 m3 | 19.00000 5890.00| 33.00000 10230.00| 34.65000 10741.50 BORROW | | | 0009 203-51223 204.100 m3 | 3.75000 765.38| 22.70000 4633.07| 15.75000 3214.58 EXCAVATION, WATERWAY | | | 0010 205-02224 245.000 m | 5.55000 1359.75| 5.55000 1359.75| 5.85000 1433.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 50.000 m | 31.00000 1550.00| 20.00000 1000.00| 21.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 206-51220 133.700 m3 | 25.00000 3342.50| 61.20000 8182.44| 180.00000 24066.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |PRIMCO, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-02045 230.000 m3 | 12.50000 2875.00| 25.00000 5750.00| 26.25000 6037.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 712.000 m3 | 18.30000 13029.60| 18.08000 12872.96| 20.80000 14809.60 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 734.000 Mg | 15.19000 11149.46| 10.00000 7340.00| 14.70000 10789.80 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 295.000 Mg | 32.55000 9602.25| 37.00000 10915.00| 31.50000 9292.50 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 292.000 Mg | 32.55000 9504.60| 37.00000 10804.00| 31.50000 9198.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 191.000 Mg | 59.70000 11402.70| 50.00000 9550.00| 57.75000 11030.25 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 139.000 Mg | 43.40000 6032.60| 42.00000 5838.00| 42.00000 5838.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 405-05517 1.200 Mg | 434.00000 520.80| 300.00000 360.00| 420.00000 504.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 0.890 Mg | 325.50000 289.70| 200.00000 178.00| 315.00000 280.35 ASPHALT FOR TACK COAT | | | 0022 502-06627 104.000 m2 | 36.00000 3744.00| 34.00000 3536.00| 40.00000 4160.00 PCCP, 150 mm | | | 0023 601-01846 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| 1733.00000 1733.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-06854 2.000 EACH| 2125.00000 4250.00| 2125.00000 4250.00| 2232.00000 4464.00 GUARDRAIL, W-BEAM, NESTED | | | 0025 601-06856 5.000 EACH| 540.00000 2700.00| 377.60000 1888.00| 185.00000 925.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0026 601-94689 3.000 EACH| 2300.00000 6900.00| 2300.00000 6900.00| 2415.00000 7245.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 184.785 m | 30.80000 5691.38| 30.80000 5691.38| 32.40000 5987.03 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 611-06497 2.000 EACH| 165.00000 330.00| 165.00000 330.00| 173.25000 346.50 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 13.000 EACH| 108.00000 1404.00| 108.00000 1404.00| 113.50000 1475.50 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 415.00000 830.00| 415.00000 830.00| 436.00000 872.00 MONUMENT, B | | | 0031 616-02320 714.000 m2 | 2.60000 1856.40| 2.50000 1785.00| 1.60000 1142.40 GEOTEXTILES | | | 0032 616-06405 721.000 Mg | 16.50000 11896.50| 15.65000 11283.65| 24.15000 17412.15 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |PRIMCO, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 892.50000 1785.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.593 Mg | 675.00000 400.28| 675.00000 400.28| 708.00000 419.84 FERTILIZER | | | 0035 621-06548 1.740 kg | 55.00000 95.70| 55.00000 95.70| 58.00000 100.92 SEED MIXTURE, CV | | | 0036 621-06553 100.300 kg | 9.05000 907.72| 9.05000 907.72| 9.50000 952.85 SEED MIXTURE, R | | | 0037 621-06557 47.520 kg | 16.30000 774.58| 16.30000 774.58| 17.15000 814.97 SEED MIXTURE, T | | | 0038 621-06565 4.750 Mg | 520.00000 2470.00| 520.00000 2470.00| 546.00000 2593.50 MULCHING MATERIAL | | | 0039 621-06567 6.300 kL | 0.75000 4.73| 0.75000 4.73| 0.80000 5.04 WATER | | | 0040 621-06574 36.670 m2 | 7.36000 269.89| 7.36000 269.89| 7.70000 282.36 SODDING | | | 0041 621-06575 313.390 m2 | 7.36000 2306.55| 7.36000 2306.55| 7.70000 2413.10 SODDING, NURSERY | | | 0042 622-52436 4.000 EACH| 30.00000 120.00| 30.00000 120.00| 31.50000 126.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 201.000 EACH| 10.00000 2010.00| 10.00000 2010.00| 11.00000 2211.00 SEEDLING | | | 0044 714-03437 93.490 m2 | 610.00000 57028.90| 400.00000 37396.00| 447.00000 41790.03 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0045 714-06947 14.175 m | 7850.00000 111273.75| 8000.00000 113400.00| 10121.00000 143465.18 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3821 mm | | | 0046 715-02628 1.000 EACH| 395.00000 395.00| 275.00000 275.00| 290.00000 290.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0047 715-02629 1.000 EACH| 555.00000 555.00| 421.00000 421.00| 440.00000 440.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0048 715-05051 6.000 m | 48.50000 291.00| 42.00000 252.00| 44.10000 264.60 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0049 715-05168 8.000 m | 49.25000 394.00| 48.00000 384.00| 50.40000 403.20 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0050 715-05169 13.000 m | 52.70000 685.10| 58.00000 754.00| 60.90000 791.70 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05171 11.000 m | 55.25000 607.75| 60.00000 660.00| 63.00000 693.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-05208 20.000 m | 40.00000 800.00| 45.00000 900.00| 47.25000 945.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1374866 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |PRIMCO, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05442 6.000 m | 39.80000 238.80| 34.00000 204.00| 35.70000 214.20 PIPE, DRAIN TILE TERMINAL SECTION, 250 | | | mm | | | 0054 715-05444 3.000 m | 57.20000 171.60| 41.00000 123.00| 43.05000 129.15 PIPE, DRAIN TILE TERMINAL SECTION, 375 | | | mm | | | 0055 715-46000 2.000 EACH| 130.00000 260.00| 120.00000 240.00| 126.00000 252.00 PIPE END SECTION, 300 mm | | | 0056 715-46005 1.000 EACH| 220.00000 220.00| 140.00000 140.00| 147.00000 147.00 PIPE END SECTION, 375 mm | | | 0057 715-46010 1.000 EACH| 270.00000 270.00| 150.00000 150.00| 157.50000 157.50 PIPE END SECTION, 450 mm | | | 0058 801-04308 8.000 EACH| 136.70000 1093.60| 100.00000 800.00| 105.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06605 8.000 EACH| 102.52000 820.16| 75.00000 600.00| 79.00000 632.00 BARRICADE, IIIA | | | 0060 801-06625 69.000 EACH| 56.04000 3866.76| 41.00000 2829.00| 43.00000 2967.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 16.000 EACH| 71.08000 1137.28| 52.00000 832.00| 55.00000 880.00 CONSTRUCTION SIGN, A | | | 0062 808-06703 540.000 m | 3.23000 1744.20| 2.36000 1274.40| 2.50000 1350.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 494.000 m | 0.01000 4.94| 0.01000 4.94| 0.02000 9.88 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 512.000 m | 3.23000 1653.76| 2.36000 1208.32| 2.50000 1280.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 369,175.12| $ 371,672.74| $ 423,987.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,175.12| $ 371,672.74| $ 423,987.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1486233 | |JOHNSON COMPANY, INC. |GEIGER DEVELOPING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1312.81000 7876.86| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9800.00000 9800.00| 5228.00000 5228.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21350.00000 21350.00| 38730.00000 38730.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 35560.00000 35560.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 21500.00000 21500.00| 57012.12000 57012.12| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 387.000 m2 | 9.00000 3483.00| 5.44000 2105.28| SURFACE MILLING, ASPHALT | | | 0007 203-02000 372.000 m3 | 14.20000 5282.40| 38.01000 14139.72| EXCAVATION, COMMON | | | 0008 203-02070 310.000 m3 | 15.80000 4898.00| 11.07000 3431.70| BORROW | | | 0009 203-51223 204.100 m3 | 11.00000 2245.10| 45.16000 9217.16| EXCAVATION, WATERWAY | | | 0010 205-02224 245.000 m | 5.90000 1445.50| 6.40000 1568.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 50.000 m | 50.00000 2500.00| 23.49000 1174.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 206-51220 133.700 m3 | 64.00000 8556.80| 51.39000 6870.84| EXCAVATION, WET | | | 0013 207-02045 230.000 m3 | 15.10000 3473.00| 15.76000 3624.80| EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 712.000 m3 | 58.00000 41296.00| 29.38000 20918.56| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 734.000 Mg | 14.70000 10789.80| 17.31000 12705.54| COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 295.000 Mg | 33.00000 9735.00| 34.17000 10080.15| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 292.000 Mg | 33.00000 9636.00| 40.79000 11910.68| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 191.000 Mg | 59.00000 11269.00| 46.30000 8843.30| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 139.000 Mg | 44.00000 6116.00| 39.68000 5515.52| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1486233 | |JOHNSON COMPANY, INC. |GEIGER DEVELOPING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05517 1.200 Mg | 400.00000 480.00| 192.90000 231.48| ASPHALT FOR PRIME COAT | | | 0021 406-05520 0.890 Mg | 300.00000 267.00| 192.90000 171.68| ASPHALT FOR TACK COAT | | | 0022 502-06627 104.000 m2 | 52.75000 5486.00| 278.46000 28959.84| PCCP, 150 mm | | | 0023 601-01846 1.000 EACH| 1815.00000 1815.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-06854 2.000 EACH| 2325.00000 4650.00| 2125.00000 4250.00| GUARDRAIL, W-BEAM, NESTED | | | 0025 601-06856 5.000 EACH| 200.00000 1000.00| 175.00000 875.00| MODIFIED POSTS, NESTED GUARDRAIL | | | 0026 601-94689 3.000 EACH| 2580.00000 7740.00| 2300.00000 6900.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 184.785 m | 34.00000 6282.69| 30.81000 5693.23| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 611-06497 2.000 EACH| 185.00000 370.00| 165.00000 330.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 13.000 EACH| 129.00000 1677.00| 108.00000 1404.00| RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 425.00000 850.00| 415.00000 830.00| MONUMENT, B | | | 0031 616-02320 714.000 m2 | 2.70000 1927.80| 3.47000 2477.58| GEOTEXTILES | | | 0032 616-06405 721.000 Mg | 18.00000 12978.00| 21.32000 15371.72| RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 890.00000 1780.00| 850.00000 1700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.593 Mg | 700.00000 415.10| 675.00000 400.28| FERTILIZER | | | 0035 621-06548 1.740 kg | 62.00000 107.88| 55.01000 95.72| SEED MIXTURE, CV | | | 0036 621-06553 100.300 kg | 9.50000 952.85| 9.06000 908.72| SEED MIXTURE, R | | | 0037 621-06557 47.520 kg | 17.00000 807.84| 16.29000 774.10| SEED MIXTURE, T | | | 0038 621-06565 4.750 Mg | 580.00000 2755.00| 520.00000 2470.00| MULCHING MATERIAL | | | 0039 621-06567 6.300 kL | 1.00000 6.30| 0.20000 1.26| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1486233 | |JOHNSON COMPANY, INC. |GEIGER DEVELOPING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06574 36.670 m2 | 7.36000 269.89| 7.36000 269.89| SODDING | | | 0041 621-06575 313.390 m2 | 7.36000 2306.55| 7.36000 2306.55| SODDING, NURSERY | | | 0042 622-52436 4.000 EACH| 75.00000 300.00| 30.00000 120.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 201.000 EACH| 14.30000 2874.30| 10.00000 2010.00| SEEDLING | | | 0044 714-03437 93.490 m2 | 460.00000 43005.40| 342.40000 32010.98| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0045 714-06947 14.175 m | 9800.00000 138915.00| 12148.95000 172211.37| CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3821 mm | | | 0046 715-02628 1.000 EACH| 310.00000 310.00| 450.00000 450.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0047 715-02629 1.000 EACH| 408.00000 408.00| 550.00000 550.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0048 715-05051 6.000 m | 47.00000 282.00| 93.31000 559.86| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0049 715-05168 8.000 m | 205.00000 1640.00| 123.10000 984.80| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0050 715-05169 13.000 m | 210.00000 2730.00| 107.15000 1392.95| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05171 11.000 m | 71.00000 781.00| 183.10000 2014.10| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-05208 20.000 m | 94.00000 1880.00| 107.15000 2143.00| PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0053 715-05442 6.000 m | 210.00000 1260.00| 93.31000 559.86| PIPE, DRAIN TILE TERMINAL SECTION, 250 | | | mm | | | 0054 715-05444 3.000 m | 250.00000 750.00| 107.15000 321.45| PIPE, DRAIN TILE TERMINAL SECTION, 375 | | | mm | | | 0055 715-46000 2.000 EACH| 250.00000 500.00| 215.00000 430.00| PIPE END SECTION, 300 mm | | | 0056 715-46005 1.000 EACH| 260.00000 260.00| 200.00000 200.00| PIPE END SECTION, 375 mm | | | 0057 715-46010 1.000 EACH| 280.00000 280.00| 195.00000 195.00| PIPE END SECTION, 450 mm | | | 0058 801-04308 8.000 EACH| 235.00000 1880.00| 100.00000 800.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 398 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,186.62 ROUTE : SR 101 CALL ORDER : 398 CONTRACT ID : B -25281-A COUNTIES : ALLEN LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1486233 | |JOHNSON COMPANY, INC. |GEIGER DEVELOPING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06605 8.000 EACH| 120.00000 960.00| 75.00000 600.00| BARRICADE, IIIA | | | 0060 801-06625 69.000 EACH| 90.00000 6210.00| 41.00000 2829.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 16.000 EACH| 90.00000 1440.00| 52.00000 832.00| CONSTRUCTION SIGN, A | | | 0062 808-06703 540.000 m | 3.60000 1944.00| 2.36000 1274.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 494.000 m | 3.60000 1778.40| 0.10000 49.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 512.000 m | 3.60000 1843.20| 2.36000 1208.32| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 451,731.80| $ 558,330.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 451,731.80| $ 558,330.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 408 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,540.97 ROUTE : SR 23 CALL ORDER : 408 CONTRACT ID : B -25286-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1591009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 278,070.63 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 284,731.92 102.3955% 3 35-1561256 KASER-SPRAKER CONSTRUCTION $ 397,191.35 142.8382% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1190.00000 7140.00| 1850.00000 11100.00| 1650.00000 9900.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3230.00000 3230.00| 8500.00000 8500.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13750.00000 13750.00| 14750.00000 14750.00| 21500.00000 21500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10177.00000 10177.00| 13500.00000 13500.00| 18500.00000 18500.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 4745.00000 4745.00| 7500.00000 7500.00| 2700.00000 2700.00 DEBRIS, REMOVE FROM CHANNEL | | | 0006 202-02240 105.000 m2 | 36.20000 3801.00| 21.00000 2205.00| 40.00000 4200.00 PAVEMENT, REMOVE | | | 0007 202-02241 260.000 m | 8.12000 2111.20| 12.00000 3120.00| 14.50000 3770.00 GUARDRAIL, REMOVE | | | 0008 202-51133 60.000 m | 11.00000 660.00| 20.00000 1200.00| 31.00000 1860.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 35720.00000 35720.00| 16500.00000 16500.00| 71600.00000 71600.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 420.000 m2 | 8.73000 3666.60| 6.65000 2793.00| 8.50000 3570.00 SURFACE MILLING, ASPHALT | | | 0011 202-60822 375.800 m2 | 9.28000 3487.42| 6.65000 2499.07| 9.00000 3382.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02000 220.000 m3 | 6.00000 1320.00| 35.70000 7854.00| 44.00000 9680.00 EXCAVATION, COMMON | | | 0013 205-02224 275.000 m | 3.45000 948.75| 8.35000 2296.25| 6.00000 1650.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 408 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,540.97 ROUTE : SR 23 CALL ORDER : 408 CONTRACT ID : B -25286-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-04095 30.000 Mg | 77.60000 2328.00| 24.85000 745.50| 60.00000 1800.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0015 303-52308 78.000 Mg | 31.10000 2425.80| 18.75000 1462.50| 45.00000 3510.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05477 35.000 Mg | 60.00000 2100.00| 66.00000 2310.00| 75.00000 2625.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 210.000 Mg | 37.00000 7770.00| 40.70000 8547.00| 45.00000 9450.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 145.000 Mg | 41.00000 5945.00| 45.10000 6539.50| 50.00000 7250.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 70.000 Mg | 60.00000 4200.00| 66.00000 4620.00| 75.00000 5250.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 406-05521 2180.000 m2 | 0.01000 21.80| 0.01000 21.80| 0.02000 43.60 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1275.00000 5100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-04746 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| 5350.00000 10700.00 ENERGY ABSORBING TERMINAL, CZ | | | 0024 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 133.350 m | 40.00000 5334.00| 40.00000 5334.00| 43.00000 5734.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06639 157.000 m | 49.70000 7802.90| 100.00000 15700.00| 90.00000 14130.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 6.000 EACH| 6.00000 36.00| 6.00000 36.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0028 610-06257 204.800 m2 | 54.70000 11202.56| 60.00000 12288.00| 60.00000 12288.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 3.000 EACH| 125.00000 375.00| 125.00000 375.00| 125.00000 375.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 245.000 m2 | 2.85000 698.25| 3.20000 784.00| 3.50000 857.50 GEOTEXTILES | | | 0031 616-06405 265.000 Mg | 17.75000 4703.75| 28.90000 7658.50| 45.00000 11925.00 RIPRAP, REVETMENT | | | 0032 702-51863 402.000 EACH| 6.50000 2613.00| 8.85000 3557.70| 8.00000 3216.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-01540 26.000 EACH| 11.85000 308.10| 14.00000 364.00| 28.00000 728.00 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 408 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,540.97 ROUTE : SR 23 CALL ORDER : 408 CONTRACT ID : B -25286-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-51030 2782.000 kg | 1.42000 3950.44| 1.30000 3616.60| 1.50000 4173.00 REINFORCING STEEL | | | 0035 703-51032 5195.000 kg | 1.77000 9195.15| 1.70000 8831.50| 1.80000 9351.00 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 4.000 EACH| 14.50000 58.00| 21.10000 84.40| 35.00000 140.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 8.800 m3 | 1003.00000 8826.40| 2000.00000 17600.00| 1300.00000 11440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1270.00000 5080.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 57.800 m | 148.15000 8563.07| 115.00000 6647.00| 215.00000 12427.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 3575.00000 3575.00| 2500.00000 2500.00| 3700.00000 3700.00 SURFACE SEAL | | | 0041 722-51401 5.000 m2 | 183.00000 915.00| 185.00000 925.00| 275.00000 1375.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 383.800 m2 | 73.75000 28305.25| 50.00000 19190.00| 75.00000 28785.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 4.000 m3 | 395.00000 1580.00| 395.00000 1580.00| 395.00000 1580.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 40.000 m2 | 147.25000 5890.00| 55.00000 2200.00| 120.00000 4800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 801-01851 LUMP| 16222.09000 16222.09| 16000.00000 16000.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0046 801-06207 1810.000 m | 2.71000 4905.10| 2.71000 4905.10| 3.00000 5430.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06218 8.000 m | 16.00000 128.00| 16.00000 128.00| 17.50000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0048 801-06606 4.000 EACH| 92.00000 368.00| 92.00000 368.00| 100.00000 400.00 BARRICADE, IIIB | | | 0049 801-06640 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 65.00000 1300.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH| 20.00000 120.00| 20.00000 120.00| 22.00000 132.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 4950.00000 4950.00| 5000.00000 5000.00| 24585.00000 24585.00 MAINTAINING TRAFFIC | | | 0052 808-06703 740.000 m | 1.20000 888.00| 1.20000 888.00| 1.30000 962.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0053 808-06716 275.000 m | 1.30000 357.50| 1.30000 357.50| 1.50000 412.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 408 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,540.97 ROUTE : SR 23 CALL ORDER : 408 CONTRACT ID : B -25286-A COUNTIES : ST. JOSEPH LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75051 65.000 m | 4.65000 302.25| 4.65000 302.25| 5.00000 325.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0055 808-75054 35.000 m | 4.65000 162.75| 4.65000 162.75| 5.00000 175.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0056 808-75063 10.000 m | 4.95000 49.50| 4.95000 49.50| 5.00000 50.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0057 808-75240 95.000 m | 1.20000 114.00| 1.20000 114.00| 1.30000 123.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0058 808-75245 370.000 m | 1.20000 444.00| 1.20000 444.00| 1.30000 481.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75996 5.000 EACH| 10.00000 50.00| 21.50000 107.50| 40.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 60.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 278,070.63| $ 284,731.92| $ 397,191.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,070.63| $ 284,731.92| $ 397,191.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4308006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 397,070.91 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 401,438.54 101.0999% 3 35-1212938 ATLAS EXCAVATING, INC. $ 411,911.87 103.7376% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 502,163.39 126.4669% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1310611 |(3) 35-1212938 |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| 750.00000 4500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 m2 | 18.00000 3510.00| 20.00000 3900.00| 24.00000 4680.00 PAVEMENT, REMOVE | | | 0006 202-02241 165.000 m | 12.00000 1980.00| 10.00000 1650.00| 6.50000 1072.50 GUARDRAIL, REMOVE | | | 0007 202-05532 612.000 m2 | 4.00000 2448.00| 5.00000 3060.00| 3.50000 2142.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0008 202-51328 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 625.000 m2 | 4.00000 2500.00| 3.00000 1875.00| 3.70000 2312.50 SURFACE MILLING, ASPHALT | | | 0010 202-60822 609.000 m2 | 4.00000 2436.00| 3.00000 1827.00| 3.60000 2192.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 203-02000 250.000 m3 | 13.08000 3270.00| 15.00000 3750.00| 65.00000 16250.00 EXCAVATION, COMMON | | | 0012 205-02224 545.000 m | 8.00000 4360.00| 2.00000 1090.00| 6.20000 3379.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 303-52308 70.000 Mg | 19.80000 1386.00| 16.00000 1120.00| 18.00000 1260.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1310611 |(3) 35-1212938 |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52309 400.000 Mg | 17.60000 7040.00| 16.00000 6400.00| 18.50000 7400.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0015 402-05477 50.000 Mg | 105.00000 5250.00| 99.00000 4950.00| 94.00000 4700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 55.000 Mg | 125.00000 6875.00| 93.50000 5142.50| 115.00000 6325.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 406-05521 660.000 m2 | 1.25000 825.00| 1.10000 726.00| 1.10000 726.00 ASPHALT FOR TACK COAT | | | 0018 503-05310 15.000 m | 250.00000 3750.00| 350.00000 5250.00| 370.00000 5550.00 TERMINAL JOINT | | | 0019 601-01625 2.000 EACH| 2000.00000 4000.00| 1980.00000 3960.00| 1900.00000 3800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-01839 4.000 EACH| 1800.00000 7200.00| 1776.50000 7106.00| 1700.00000 6800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-02800 4.000 EACH| 920.00000 3680.00| 880.00000 3520.00| 845.00000 3380.00 GUARDRAIL TRANSITION, TGT | | | 0022 601-06037 2.000 EACH| 630.00000 1260.00| 616.00000 1232.00| 590.00000 1180.00 GUARDRAIL END TREATMENT, I | | | 0023 601-94689 4.000 EACH| 2500.00000 10000.00| 2453.00000 9812.00| 2350.00000 9400.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 1400.00000 1400.00| 1265.00000 1265.00| 1220.00000 1220.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 245.745 m | 32.50000 7986.71| 33.40000 8207.88| 31.70000 7790.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-06257 192.600 m2 | 52.50000 10111.50| 70.00000 13482.00| 58.00000 11170.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 445.000 m2 | 4.78000 2127.10| 4.00000 1780.00| 5.00000 2225.00 GEOTEXTILES | | | 0028 616-05689 500.000 Mg | 42.00000 21000.00| 40.00000 20000.00| 44.00000 22000.00 RIPRAP, CLASS 2 | | | 0029 619-04414 12.000 EACH| 400.00000 4800.00| 100.00000 1200.00| 95.00000 1140.00 DRAIN EXTENSION | | | 0030 619-05926 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 1400.00000 1400.00 ENVIRONMENTAL CONTROL | | | 0031 619-95315 LUMP| 21500.00000 21500.00| 20000.00000 20000.00| 11500.00000 11500.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0032 621-06574 375.000 m2 | 10.00000 3750.00| 7.81000 2928.75| 7.40000 2775.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1310611 |(3) 35-1212938 |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51005 6.400 m3 | 1350.00000 8640.00| 2500.00000 16000.00| 550.00000 3520.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51863 1432.000 EACH| 5.00000 7160.00| 7.00000 10024.00| 10.50000 15036.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 2771.000 kg | 1.10000 3048.10| 1.35000 3740.85| 1.55000 4295.05 REINFORCING STEEL | | | 0036 703-51032 2514.000 kg | 1.15000 2891.10| 1.40000 3519.60| 1.65000 4148.10 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 14.600 m3 | 520.00000 7592.00| 1000.00000 14600.00| 1100.00000 16060.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06347 174.200 m | 235.00000 40937.00| 234.30000 40815.06| 225.00000 39195.00 RAILING, CF-1 | | | 0039 708-51813 12.000 m2 | 1000.00000 12000.00| 1000.00000 12000.00| 915.00000 10980.00 PNEUMATICALLY PLACED MORTAR | | | 0040 708-51814 12.000 m2 | 50.00000 600.00| 40.00000 480.00| 33.00000 396.00 WELDED STEEL WIRE FABRIC | | | 0041 709-51821 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0042 711-04121 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 26.00000 416.00 ANCHOR BOLT, AB1 | | | 0043 711-51876 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 5500.00000 5500.00 JACKING AND SUPPORTING TRUSSES | | | 0044 722-01061 622.000 m2 | 27.00000 16794.00| 30.00000 18660.00| 34.00000 21148.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0045 722-51401 10.000 m2 | 107.00000 1070.00| 100.00000 1000.00| 380.00000 3800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0046 722-51852 92.000 m2 | 65.00000 5980.00| 50.00000 4600.00| 160.00000 14720.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-96912 10.200 m3 | 132.00000 1346.40| 132.00000 1346.40| 132.00000 1346.40 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0048 724-03276 21.700 m | 280.00000 6076.00| 100.00000 2170.00| 220.00000 4774.00 EXPANSION JOINT SEALING SYSTEM , 25 mm | | | 0049 724-03276 10.900 m | 290.00000 3161.00| 175.00000 1907.50| 230.00000 2507.00 EXPANSION JOINT SEALING SYSTEM , 45 mm | | | 0050 729-51875 8.000 m2 | 215.00000 1720.00| 200.00000 1600.00| 400.00000 3200.00 CONCRETE, A, PATCHING | | | 0051 801-04308 5.000 EACH| 400.00000 2000.00| 396.00000 1980.00| 225.00000 1125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 10.000 EACH| 150.00000 1500.00| 132.00000 1320.00| 75.00000 750.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1310611 |(3) 35-1212938 |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06606 8.000 EACH| 200.00000 1600.00| 198.00000 1584.00| 95.00000 760.00 BARRICADE, IIIB | | | 0054 801-06625 30.000 EACH| 100.00000 3000.00| 33.00000 990.00| 75.00000 2250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 20.000 EACH| 100.00000 2000.00| 79.20000 1584.00| 52.00000 1040.00 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2200.00000 2200.00 MAINTAINING TRAFFIC | | | 0057 808-06712 45.000 m | 2.00000 90.00| 2.20000 99.00| 1.80000 81.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 330.000 m | 2.00000 660.00| 2.20000 726.00| 1.80000 594.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-75998 8.000 EACH| 120.00000 960.00| 107.25000 858.00| 100.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 397,070.91| $ 401,438.54| $ 411,911.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,070.91| $ 401,438.54| $ 411,911.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7200.00000 7200.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28500.00000 28500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4375.00000 4375.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 m2 | 35.00000 6825.00| | PAVEMENT, REMOVE | | | 0006 202-02241 165.000 m | 15.00000 2475.00| | GUARDRAIL, REMOVE | | | 0007 202-05532 612.000 m2 | 2.45000 1499.40| | OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0008 202-51328 LUMP| 48000.00000 48000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 625.000 m2 | 2.45000 1531.25| | SURFACE MILLING, ASPHALT | | | 0010 202-60822 609.000 m2 | 2.45000 1492.05| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 203-02000 250.000 m3 | 15.00000 3750.00| | EXCAVATION, COMMON | | | 0012 205-02224 545.000 m | 5.75000 3133.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 303-52308 70.000 Mg | 30.00000 2100.00| | COMPACTED AGGREGATE, O, 53 | | | 0014 303-52309 400.000 Mg | 26.00000 10400.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0015 402-05477 50.000 Mg | 115.00000 5750.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 55.000 Mg | 110.00000 6050.00| | HMA BASE 25.0 mm, SHOULDER | | | 0017 406-05521 660.000 m2 | 1.40000 924.00| | ASPHALT FOR TACK COAT | | | 0018 503-05310 15.000 m | 120.00000 1800.00| | TERMINAL JOINT | | | 0019 601-01625 2.000 EACH| 2300.00000 4600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01839 4.000 EACH| 2175.00000 8700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-02800 4.000 EACH| 1015.00000 4060.00| | GUARDRAIL TRANSITION, TGT | | | 0022 601-06037 2.000 EACH| 850.00000 1700.00| | GUARDRAIL END TREATMENT, I | | | 0023 601-94689 4.000 EACH| 2800.00000 11200.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 3000.00000 3000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 245.745 m | 39.00000 9584.06| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-06257 192.600 m2 | 70.00000 13482.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 445.000 m2 | 4.00000 1780.00| | GEOTEXTILES | | | 0028 616-05689 500.000 Mg | 65.00000 32500.00| | RIPRAP, CLASS 2 | | | 0029 619-04414 12.000 EACH| 82.50000 990.00| | DRAIN EXTENSION | | | 0030 619-05926 LUMP| 1850.00000 1850.00| | ENVIRONMENTAL CONTROL | | | 0031 619-95315 LUMP| 14000.00000 14000.00| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0032 621-06574 375.000 m2 | 5.00000 1875.00| | SODDING | | | 0033 702-51005 6.400 m3 | 1800.00000 11520.00| | CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51863 1432.000 EACH| 20.00000 28640.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 2771.000 kg | 1.78000 4932.38| | REINFORCING STEEL | | | 0036 703-51032 2514.000 kg | 2.15000 5405.10| | REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 14.600 m3 | 1925.00000 28105.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06347 174.200 m | 260.00000 45292.00| | RAILING, CF-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 708-51813 12.000 m2 | 1300.00000 15600.00| | PNEUMATICALLY PLACED MORTAR | | | 0040 708-51814 12.000 m2 | 45.00000 540.00| | WELDED STEEL WIRE FABRIC | | | 0041 709-51821 LUMP| 4150.00000 4150.00| | SURFACE SEAL | | | 0042 711-04121 16.000 EACH| 90.00000 1440.00| | ANCHOR BOLT, AB1 | | | 0043 711-51876 LUMP| 23172.00000 23172.00| | JACKING AND SUPPORTING TRUSSES | | | 0044 722-01061 622.000 m2 | 60.00000 37320.00| | BRIDGE DECK OVERLAY, MICROSILICA | | | 0045 722-51401 10.000 m2 | 120.00000 1200.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0046 722-51852 92.000 m2 | 85.00000 7820.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-96912 10.200 m3 | 132.00000 1346.40| | BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0048 724-03276 21.700 m | 325.00000 7052.50| | EXPANSION JOINT SEALING SYSTEM , 25 mm | | | 0049 724-03276 10.900 m | 410.00000 4469.00| | EXPANSION JOINT SEALING SYSTEM , 45 mm | | | 0050 729-51875 8.000 m2 | 400.00000 3200.00| | CONCRETE, A, PATCHING | | | 0051 801-04308 5.000 EACH| 300.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 10.000 EACH| 125.00000 1250.00| | BARRICADE, IIIA | | | 0053 801-06606 8.000 EACH| 140.00000 1120.00| | BARRICADE, IIIB | | | 0054 801-06625 30.000 EACH| 125.00000 3750.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 20.000 EACH| 90.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP| 6500.00000 6500.00| | MAINTAINING TRAFFIC | | | 0057 808-06712 45.000 m | 3.50000 157.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 330.000 m | 3.50000 1155.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 414 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 385,826.22 ROUTE : SR 75 CALL ORDER : 414 CONTRACT ID : B -25289-A COUNTIES : CARROLL LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75998 8.000 EACH| 175.00000 1400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 502,163.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,163.39| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3736003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 433,208.44 100.0000% 2 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL $ 462,460.85 106.7525% 3 35-1385672 FORCE CONSTRUCTION $ 462,963.60 106.8685% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 463,655.20 107.0282% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 465,691.79 107.4983% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 497,255.84 114.7844% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1663068 |(3) 35-1385672 |ROBERTSON, DUNCAN, INC. |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 1389.00000 11112.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 1900.00000 1900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| 27534.11000 27534.11 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 84.000 m2 | 20.00000 1680.00| 30.00000 2520.00| 50.40000 4233.60 PAVEMENT, REMOVE | | | 0005 202-02241 625.000 m | 6.00000 3750.00| 5.36000 3350.00| 5.10000 3187.50 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 34836.53000 34836.53 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 335.000 m2 | 5.00000 1675.00| 6.00000 2010.00| 2.92000 978.20 SURFACE MILLING, ASPHALT | | | 0008 203-02070 20.000 m3 | 50.00000 1000.00| 8.00000 160.00| 104.84000 2096.80 BORROW | | | 0009 203-02080 0.265 km | 10000.00000 2650.00| 10000.00000 2650.00| 21220.60000 5623.46 LINEAR GRADING | | | 0010 303-60900 46.000 Mg | 25.00000 1150.00| 25.00000 1150.00| 58.20000 2677.20 COMPACTED AGGREGATE FOR BASE, 0 | | | 0011 406-05521 556.000 m2 | 0.06000 33.36| 0.10000 55.60| 0.05000 27.80 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1237.50000 4950.00| 1181.25000 4725.00| 1125.00000 4500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-94689 4.000 EACH| 2431.00000 9724.00| 2320.50000 9282.00| 2210.00000 8840.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1663068 |(3) 35-1385672 |ROBERTSON, DUNCAN, INC. |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-99105 182.880 m | 32.67000 5974.68| 31.19000 5704.03| 62.20000 11375.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06729 58.000 EACH| 8.00000 464.00| 8.25000 478.50| 8.25000 478.50 BARRIER DELINEATOR | | | 0016 610-05527 165.000 Mg | 82.50000 13612.50| 82.50000 13612.50| 75.00000 12375.00 HMA FOR APPROACHES | | | 0017 610-06257 124.000 m2 | 70.00000 8680.00| 55.00000 6820.00| 81.26000 10076.24 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0018 616-02320 685.000 m2 | 3.50000 2397.50| 8.00000 5480.00| 2.85000 1952.25 GEOTEXTILES | | | 0019 616-06405 800.000 Mg | 20.00000 16000.00| 28.00000 22400.00| 18.96000 15168.00 RIPRAP, REVETMENT | | | 0020 619-04414 28.000 EACH| 50.00000 1400.00| 75.00000 2100.00| 206.34000 5777.52 DRAIN EXTENSION | | | 0021 619-61505 LUMP| 20000.00000 20000.00| 18900.00000 18900.00| 10400.00000 10400.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0022 619-93423 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1300.00000 1300.00 POLLUTION CONTROL | | | 0023 619-95457 LUMP| 17500.00000 17500.00| 16800.00000 16800.00| 25200.00000 25200.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PORTIONS | | | 0024 621-01004 1.000 EACH| 275.00000 275.00| 100.00000 100.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 600.000 m2 | 1.21000 726.00| 1.00000 600.00| 1.10000 660.00 MULCHED SEEDING, R | | | 0026 702-51110 1130.000 kg | 5.00000 5650.00| 5.00000 5650.00| 2.26000 2553.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 1576.000 EACH| 6.00000 9456.00| 6.00000 9456.00| 14.53000 22899.28 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 1728.000 kg | 1.25000 2160.00| 1.71000 2954.88| 1.23000 2125.44 REINFORCING STEEL | | | 0029 703-51032 9848.000 kg | 1.35000 13294.80| 1.71000 16840.08| 1.39000 13688.72 REINFORCING STEEL, EPOXY COATED | | | 0030 704-51001 11.200 m3 | 1000.00000 11200.00| 750.00000 8400.00| 450.00000 5040.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 322.200 m | 100.00000 32220.00| 129.00000 41563.80| 110.00000 35442.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1663068 |(3) 35-1385672 |ROBERTSON, DUNCAN, INC. |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 4231.06000 4231.06 SURFACE SEAL | | | 0034 710-51864 324.000 EACH| 20.00000 6480.00| 20.00000 6480.00| 11.20000 3628.80 FIELD DRILLED HOLE | | | 0035 711-01373 108.000 EACH| 20.00000 2160.00| 10.00000 1080.00| 9.12000 984.96 BOLT , REMOVE | | | 0036 711-51038 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 25506.98000 25506.98 STRUCTURAL STEEL | | | 0037 722-51401 154.500 m2 | 50.00000 7725.00| 200.00000 30900.00| 81.78000 12635.01 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 1491.000 m2 | 40.00000 59640.00| 44.00000 65604.00| 47.80000 71269.80 BRIDGE DECK OVERLAY | | | 0039 722-51846 23.000 m3 | 395.00000 9085.00| 395.00000 9085.00| 395.00000 9085.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 370.000 m2 | 50.00000 18500.00| 70.00000 25900.00| 91.15000 33725.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 1462.000 m2 | 3.00000 4386.00| 6.00000 8772.00| 1.70000 2485.40 SURFACE MILLING | | | 0042 724-51925 20.000 m | 300.00000 6000.00| 300.00000 6000.00| 290.80000 5816.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-04308 5.000 EACH| 110.00000 550.00| 106.00000 530.00| 100.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 82.50000 660.00| 79.50000 636.00| 75.00000 600.00 BARRICADE, IIIA | | | 0045 801-06606 6.000 EACH| 88.00000 528.00| 85.00000 510.00| 80.00000 480.00 BARRICADE, IIIB | | | 0046 801-06625 8.000 EACH| 99.00000 792.00| 96.00000 768.00| 90.00000 720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 13.000 EACH| 77.00000 1001.00| 75.00000 975.00| 70.00000 910.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 1.500 EACH| 44.00000 66.00| 43.00000 64.50| 40.00000 60.00 CONSTRUCTION SIGN, B | | | 0049 808-06713 466.000 m | 0.55000 256.30| 0.53000 246.98| 0.50000 233.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 466.000 m | 0.55000 256.30| 0.53000 246.98| 0.50000 233.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 433,208.44| $ 462,460.85| $ 462,963.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,208.44| $ 462,460.85| $ 462,963.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1364963 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1300.00000 10400.00| 1400.00000 11200.00| 1000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4700.00000 4700.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 23000.00000 23000.00| 24750.00000 24750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 84.000 m2 | 30.00000 2520.00| 15.00000 1260.00| 25.00000 2100.00 PAVEMENT, REMOVE | | | 0005 202-02241 625.000 m | 5.50000 3437.50| 5.10000 3187.50| 6.00000 3750.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 55000.00000 55000.00| 35500.00000 35500.00| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 335.000 m2 | 3.00000 1005.00| 3.95000 1323.25| 10.00000 3350.00 SURFACE MILLING, ASPHALT | | | 0008 203-02070 20.000 m3 | 50.00000 1000.00| 50.00000 1000.00| 25.00000 500.00 BORROW | | | 0009 203-02080 0.265 km | 12000.00000 3180.00| 15000.00000 3975.00| 10000.00000 2650.00 LINEAR GRADING | | | 0010 303-60900 46.000 Mg | 40.00000 1840.00| 25.00000 1150.00| 24.00000 1104.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0011 406-05521 556.000 m2 | 0.05000 27.80| 0.05000 27.80| 1.00000 556.00 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1150.00000 4600.00| 1125.00000 4500.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-94689 4.000 EACH| 2300.00000 9200.00| 2210.00000 8840.00| 2350.00000 9400.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-99105 182.880 m | 30.00000 5486.40| 29.70000 5431.54| 33.00000 6035.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06729 58.000 EACH| 8.30000 481.40| 8.25000 478.50| 8.50000 493.00 BARRIER DELINEATOR | | | 0016 610-05527 165.000 Mg | 77.00000 12705.00| 75.00000 12375.00| 80.00000 13200.00 HMA FOR APPROACHES | | | 0017 610-06257 124.000 m2 | 60.00000 7440.00| 60.00000 7440.00| 60.00000 7440.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0018 616-02320 685.000 m2 | 4.50000 3082.50| 2.80000 1918.00| 3.00000 2055.00 GEOTEXTILES | | | 0019 616-06405 800.000 Mg | 22.00000 17600.00| 23.00000 18400.00| 24.00000 19200.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1364963 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 619-04414 28.000 EACH| 400.00000 11200.00| 175.00000 4900.00| 100.00000 2800.00 DRAIN EXTENSION | | | 0021 619-61505 LUMP| 19000.00000 19000.00| 18000.00000 18000.00| 10500.00000 10500.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0022 619-93423 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1500.00000 1500.00 POLLUTION CONTROL | | | 0023 619-95457 LUMP| 17000.00000 17000.00| 17000.00000 17000.00| 30000.00000 30000.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PORTIONS | | | 0024 621-01004 1.000 EACH| 265.00000 265.00| 250.00000 250.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 600.000 m2 | 1.15000 690.00| 1.10000 660.00| 2.25000 1350.00 MULCHED SEEDING, R | | | 0026 702-51110 1130.000 kg | 4.00000 4520.00| 5.00000 5650.00| 6.50000 7345.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 1576.000 EACH| 10.00000 15760.00| 7.00000 11032.00| 6.00000 9456.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 1728.000 kg | 1.30000 2246.40| 1.20000 2073.60| 1.50000 2592.00 REINFORCING STEEL | | | 0029 703-51032 9848.000 kg | 1.50000 14772.00| 1.40000 13787.20| 1.60000 15756.80 REINFORCING STEEL, EPOXY COATED | | | 0030 704-51001 11.200 m3 | 800.00000 8960.00| 750.00000 8400.00| 1000.00000 11200.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 322.200 m | 100.00000 32220.00| 125.00000 40275.00| 95.00000 30609.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 4250.00000 4250.00| 5000.00000 5000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0034 710-51864 324.000 EACH| 20.00000 6480.00| 16.00000 5184.00| 32.50000 10530.00 FIELD DRILLED HOLE | | | 0035 711-01373 108.000 EACH| 13.00000 1404.00| 15.00000 1620.00| 10.00000 1080.00 BOLT , REMOVE | | | 0036 711-51038 LUMP| 30000.00000 30000.00| 8000.00000 8000.00| 50000.00000 50000.00 STRUCTURAL STEEL | | | 0037 722-51401 154.500 m2 | 175.00000 27037.50| 375.00000 57937.50| 162.00000 25029.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 1491.000 m2 | 32.00000 47712.00| 40.00000 59640.00| 37.50000 55912.50 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 416 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,196.56 ROUTE : SR 235 CALL ORDER : 416 CONTRACT ID : B -25290-A COUNTIES : JACKSON LETTING DATE : 03/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1364963 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51846 23.000 m3 | 395.00000 9085.00| 395.00000 9085.00| 395.00000 9085.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 370.000 m2 | 60.00000 22200.00| 84.00000 31080.00| 75.00000 27750.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 1462.000 m2 | 3.00000 4386.00| 3.95000 5774.90| 4.75000 6944.50 SURFACE MILLING | | | 0042 724-51925 20.000 m | 400.00000 8000.00| 300.00000 6000.00| 300.00000 6000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-04308 5.000 EACH| 115.00000 575.00| 100.00000 500.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 85.00000 680.00| 75.00000 600.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0045 801-06606 6.000 EACH| 90.00000 540.00| 80.00000 480.00| 250.00000 1500.00 BARRICADE, IIIB | | | 0046 801-06625 8.000 EACH| 100.00000 800.00| 90.00000 720.00| 120.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 13.000 EACH| 80.00000 1040.00| 70.00000 910.00| 150.00000 1950.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 1.500 EACH| 45.00000 67.50| 40.00000 60.00| 50.00000 75.00 CONSTRUCTION SIGN, B | | | 0049 808-06713 466.000 m | 0.60000 279.60| 0.50000 233.00| 1.50000 699.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 466.000 m | 0.60000 279.60| 0.50000 233.00| 1.50000 699.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 463,655.20| $ 465,691.79| $ 497,255.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 463,655.20| $ 465,691.79| $ 497,255.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654345 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1663068 SIMS & PEDIGO COMPANY $ 323,706.05 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 329,753.45 101.8681% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 380,365.45 117.5033% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 398,982.25 123.2544% 5 35-1447641 STRUCTURE CONTRACTORS $ 400,573.60 123.7460% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 511,508.95 158.0164% ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1618530 |(3) 35-2040801 |SIMS & PEDIGO COMPANY |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06790 4.000 MOS | 1400.00000 5600.00| 1300.00000 5200.00| 1500.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 900.00000 900.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15400.00000 15400.00| 16000.00000 16000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 118.000 m2 | 35.00000 4130.00| 30.00000 3540.00| 17.50000 2065.00 PAVEMENT, REMOVE | | | 0005 202-02241 320.000 m | 9.98000 3193.60| 10.00000 3200.00| 9.40000 3008.00 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 100.00000 400.00| 400.00000 1600.00| 175.00000 700.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 244.000 m | 2.00000 488.00| 10.00000 2440.00| 25.00000 6100.00 GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 4.00000 516.00| 10.00000 1290.00| 8.00000 1032.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 57500.00000 57500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 550.000 m2 | 9.00000 4950.00| 5.00000 2750.00| 5.00000 2750.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 152.000 m2 | 6.00000 912.00| 9.00000 1368.00| 5.00000 760.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 550.000 m2 | 6.00000 3300.00| 7.00000 3850.00| 5.00000 2750.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1618530 |(3) 35-2040801 |SIMS & PEDIGO COMPANY |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 231.500 m3 | 20.00000 4630.00| 22.00000 5093.00| 30.00000 6945.00 EXCAVATION, COMMON | | | 0014 213-52830 3.000 m3 | 100.00000 300.00| 145.00000 435.00| 275.00000 825.00 FLOWABLE MORTAR | | | 0015 303-52308 378.800 Mg | 25.00000 9470.00| 20.00000 7576.00| 30.00000 11364.00 COMPACTED AGGREGATE, O, 53 | | | 0016 404-05511 587.000 m2 | 2.63000 1543.81| 2.75000 1614.25| 2.50000 1467.50 SEAL COAT, 2 | | | 0017 406-05521 152.000 m2 | 0.15000 22.80| 0.10000 15.20| 0.10000 15.20 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1181.25000 4725.00| 1200.00000 4800.00| 1125.00000 4500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 2.000 EACH| 1785.00000 3570.00| 1800.00000 3600.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-04746 2.000 EACH| 6195.00000 12390.00| 5500.00000 11000.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-94689 2.000 EACH| 2336.00000 4672.00| 2350.00000 4700.00| 2225.00000 4450.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 266.700 m | 31.50000 8401.05| 32.00000 8534.40| 30.00000 8001.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 18.000 m | 60.00000 1080.00| 70.00000 1260.00| 90.00000 1620.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 87.000 m | 60.00000 5220.00| 65.00000 5655.00| 85.00000 7395.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 26.000 EACH| 8.93000 232.18| 7.00000 182.00| 8.50000 221.00 BARRIER DELINEATOR | | | 0026 610-05527 218.700 Mg | 94.72000 20715.26| 66.00000 14434.20| 64.00000 13996.80 HMA FOR APPROACHES | | | 0027 610-06257 115.000 m2 | 60.00000 6900.00| 75.00000 8625.00| 75.00000 8625.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 88.000 m2 | 4.00000 352.00| 5.00000 440.00| 3.00000 264.00 GEOTEXTILES | | | 0029 616-06405 265.800 Mg | 23.00000 6113.40| 20.00000 5316.00| 30.00000 7974.00 RIPRAP, REVETMENT | | | 0030 702-51005 7.200 m3 | 400.00000 2880.00| 600.00000 4320.00| 1000.00000 7200.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51863 96.000 EACH| 5.00000 480.00| 15.00000 1440.00| 7.00000 672.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-01540 22.000 EACH| 12.00000 264.00| 16.00000 352.00| 14.00000 308.00 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1618530 |(3) 35-2040801 |SIMS & PEDIGO COMPANY |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-51030 1523.000 kg | 1.80000 2741.40| 1.50000 2284.50| 1.25000 1903.75 REINFORCING STEEL | | | 0034 703-51032 5517.000 kg | 1.80000 9930.60| 1.50000 8275.50| 1.50000 8275.50 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 20.000 EACH| 13.00000 260.00| 18.00000 360.00| 15.00000 300.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 16.400 m3 | 500.00000 8200.00| 700.00000 11480.00| 900.00000 14760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 128.000 m | 129.00000 16512.00| 130.00000 16640.00| 150.00000 19200.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| 3070.00000 3070.00 SURFACE SEAL | | | 0040 711-93535 LUMP| 8000.00000 8000.00| 5500.00000 5500.00| 9000.00000 9000.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0041 722-51401 10.000 m2 | 200.00000 2000.00| 175.00000 1750.00| 350.00000 3500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 604.000 m2 | 48.00000 28992.00| 60.00000 36240.00| 75.00000 45300.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 13.200 m3 | 395.00000 5214.00| 395.00000 5214.00| 395.00000 5214.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 228.000 m2 | 75.00000 17100.00| 30.00000 6840.00| 85.00000 19380.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 724-03276 19.000 m | 350.00000 6650.00| 400.00000 7600.00| 250.00000 4750.00 EXPANSION JOINT SEALING SYSTEM | | | 0046 728-98377 LUMP| 4881.00000 4881.00| 5250.00000 5250.00| 5490.00000 5490.00 MASONRY COATING | | | 0047 801-01851 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 15690.00000 15690.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06203 156.000 m | 1.06000 165.36| 1.10000 171.60| 1.00000 156.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 1454.000 m | 3.13000 4551.02| 3.10000 4507.40| 2.95000 4289.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06216 7.000 m | 6.32000 44.24| 6.50000 45.50| 5.96000 41.72 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0051 801-06606 2.000 EACH| 68.90000 137.80| 80.00000 160.00| 65.00000 130.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1663068 |(2) 35-1618530 |(3) 35-2040801 |SIMS & PEDIGO COMPANY |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06640 29.000 EACH| 55.12000 1598.48| 65.00000 1885.00| 52.00000 1508.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 37.10000 74.20| 40.00000 80.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 10.000 DAY | 50.00000 500.00| 20.00000 200.00| 18.00000 180.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 20000.00000 20000.00| 14000.00000 14000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0056 808-06713 354.000 m | 0.42000 148.68| 0.45000 159.30| 0.40000 141.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 460.000 m | 0.42000 193.20| 0.45000 207.00| 0.40000 184.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 421.000 m | 1.57000 660.97| 1.60000 673.60| 1.48000 623.08 LINE, REMOVE | | | SECTION TOTALS | $ 323,706.05| $ 329,753.45| $ 380,365.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,706.05| $ 329,753.45| $ 380,365.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1200.00000 4800.00| 2600.00000 10400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18250.00000 18250.00| 20435.00000 20435.00| 25500.00000 25500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 118.000 m2 | 25.00000 2950.00| 40.00000 4720.00| 50.00000 5900.00 PAVEMENT, REMOVE | | | 0005 202-02241 320.000 m | 15.00000 4800.00| 12.00000 3840.00| 11.00000 3520.00 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 205.00000 820.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 244.000 m | 19.50000 4758.00| 22.00000 5368.00| 20.00000 4880.00 GUTTER, LIP, REMOVE | | | 0008 202-51133 129.000 m | 7.50000 967.50| 8.00000 1032.00| 30.00000 3870.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 80000.00000 80000.00| 70000.00000 70000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 550.000 m2 | 12.50000 6875.00| 8.00000 4400.00| 28.00000 15400.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 152.000 m2 | 12.50000 1900.00| 8.00000 1216.00| 23.00000 3496.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 550.000 m2 | 12.00000 6600.00| 6.00000 3300.00| 11.00000 6050.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 231.500 m3 | 15.50000 3588.25| 28.00000 6482.00| 31.00000 7176.50 EXCAVATION, COMMON | | | 0014 213-52830 3.000 m3 | 150.00000 450.00| 135.00000 405.00| 155.00000 465.00 FLOWABLE MORTAR | | | 0015 303-52308 378.800 Mg | 19.50000 7386.60| 25.00000 9470.00| 23.00000 8712.40 COMPACTED AGGREGATE, O, 53 | | | 0016 404-05511 587.000 m2 | 3.50000 2054.50| 2.50000 1467.50| 6.00000 3522.00 SEAL COAT, 2 | | | 0017 406-05521 152.000 m2 | 1.00000 152.00| 0.10000 15.20| 3.25000 494.00 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1250.00000 5000.00| 1125.00000 4500.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01625 2.000 EACH| 1750.00000 3500.00| 1700.00000 3400.00| 1900.00000 3800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 4750.00000 9500.00| 6000.00000 12000.00| 6600.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-94689 2.000 EACH| 2350.00000 4700.00| 2400.00000 4800.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 266.700 m | 37.00000 9867.90| 32.00000 8534.40| 33.00000 8801.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 18.000 m | 55.00000 990.00| 75.00000 1350.00| 180.00000 3240.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 87.000 m | 50.00000 4350.00| 65.00000 5655.00| 120.00000 10440.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 26.000 EACH| 8.00000 208.00| 10.00000 260.00| 10.00000 260.00 BARRIER DELINEATOR | | | 0026 610-05527 218.700 Mg | 84.00000 18370.80| 65.00000 14215.50| 67.00000 14652.90 HMA FOR APPROACHES | | | 0027 610-06257 115.000 m2 | 60.00000 6900.00| 65.00000 7475.00| 110.00000 12650.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 88.000 m2 | 3.00000 264.00| 3.00000 264.00| 4.00000 352.00 GEOTEXTILES | | | 0029 616-06405 265.800 Mg | 27.50000 7309.50| 33.50000 8904.30| 29.00000 7708.20 RIPRAP, REVETMENT | | | 0030 702-51005 7.200 m3 | 1000.00000 7200.00| 600.00000 4320.00| 2200.00000 15840.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51863 96.000 EACH| 12.50000 1200.00| 10.00000 960.00| 24.00000 2304.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-01540 22.000 EACH| 12.00000 264.00| 15.00000 330.00| 18.00000 396.00 THREADED TIE BAR ASSEMBLY | | | 0033 703-51030 1523.000 kg | 1.50000 2284.50| 1.50000 2284.50| 2.25000 3426.75 REINFORCING STEEL | | | 0034 703-51032 5517.000 kg | 1.60000 8827.20| 1.80000 9930.60| 1.90000 10482.30 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 20.000 EACH| 12.50000 250.00| 15.00000 300.00| 19.00000 380.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 16.400 m3 | 1000.00000 16400.00| 700.00000 11480.00| 1675.00000 27470.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 128.000 m | 50.00000 6400.00| 175.00000 22400.00| 230.00000 29440.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 3750.00000 3750.00| 3630.00000 3630.00| 3100.00000 3100.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 711-93535 LUMP| 10500.00000 10500.00| 12000.00000 12000.00| 9000.00000 9000.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0041 722-51401 10.000 m2 | 500.00000 5000.00| 216.00000 2160.00| 650.00000 6500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 604.000 m2 | 60.00000 36240.00| 55.00000 33220.00| 85.00000 51340.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 13.200 m3 | 395.00000 5214.00| 395.00000 5214.00| 395.00000 5214.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 228.000 m2 | 100.00000 22800.00| 65.00000 14820.00| 215.00000 49020.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 724-03276 19.000 m | 300.00000 5700.00| 400.00000 7600.00| 410.00000 7790.00 EXPANSION JOINT SEALING SYSTEM | | | 0046 728-98377 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 6100.00000 6100.00 MASONRY COATING | | | 0047 801-01851 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 19950.00000 19950.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06203 156.000 m | 2.00000 312.00| 1.00000 156.00| 1.00000 156.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 1454.000 m | 3.00000 4362.00| 3.00000 4362.00| 3.00000 4362.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06216 7.000 m | 10.00000 70.00| 6.00000 42.00| 6.00000 42.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0051 801-06606 2.000 EACH| 100.00000 200.00| 65.00000 130.00| 65.00000 130.00 BARRICADE, IIIB | | | 0052 801-06640 29.000 EACH| 80.00000 2320.00| 52.00000 1508.00| 52.00000 1508.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 40.00000 80.00| 35.00000 70.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 10.000 DAY | 25.00000 250.00| 18.00000 180.00| 18.00000 180.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 12500.00000 12500.00| 20000.00000 20000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0056 808-06713 354.000 m | 1.00000 354.00| 0.40000 141.60| 0.45000 159.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 460.000 m | 1.00000 460.00| 0.40000 184.00| 0.45000 207.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 421.000 m | 2.50000 1052.50| 2.00000 842.00| 1.50000 631.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 420 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 398,899.51 ROUTE : I-465 CALL ORDER : 420 CONTRACT ID : B -25292-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 398,982.25| $ 400,573.60| $ 511,508.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 398,982.25| $ 400,573.60| $ 511,508.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3562009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 1,216,437.27 100.0000% 2 35-0958970 LUTGRING BROTHERS, INC. $ 1,228,793.30 101.0157% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,525,537.15 125.4102% 4 35-2072438 TD & O LLC $ 1,651,790.23 135.7891% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,812,630.95 149.0114% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0958970 |(3) 35-1618530 |FOERTSCH CONSTRUCTION |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1100.00000 13200.00| 925.00000 11100.00| 1100.00000 13200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| 27000.00000 27000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41500.00000 41500.00| 61000.00000 61000.00| 77250.00000 77250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29000.00000 29000.00| 36000.00000 36000.00| 38000.00000 38000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 411.500 m | 3.50000 1440.25| 6.50000 2674.75| 6.75000 2777.63 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 250.00000 250.00| 1.00000 1.00| 700.00000 700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0007 202-03000 LUMP| 250.00000 250.00| 1.00000 1.00| 1400.00000 1400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0008 202-51330 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7117 | | | 0009 202-51330 LUMP| 3400.00000 3400.00| 5000.00000 5000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7149 | | | 0010 202-51330 LUMP| 3400.00000 3400.00| 5000.00000 5000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7150 | | | 0011 202-74045 4.000 EACH| 35.00000 140.00| 55.00000 220.00| 57.00000 228.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0958970 |(3) 35-1618530 |FOERTSCH CONSTRUCTION |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02070 8677.800 m3 | 3.65000 31673.97| 4.00000 34711.20| 15.00000 130167.00 BORROW | | | 0015 205-02224 276.500 m | 6.88000 1902.32| 6.50000 1797.25| 6.75000 1866.38 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 529.000 m | 35.00000 18515.00| 20.00000 10580.00| 6.50000 3438.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02233 526.400 m3 | 38.50000 20266.40| 6.50000 3421.60| 4.10000 2158.24 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0018 205-02234 10.000 EACH| 73.50000 735.00| 70.00000 700.00| 75.00000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 1.000 EACH| 78.75000 78.75| 70.00000 70.00| 77.00000 77.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 206-51220 258.900 m3 | 17.50000 4530.75| 1.00000 258.90| 37.00000 9579.30 EXCAVATION, WET | | | 0021 207-02045 1413.000 m3 | 3.00000 4239.00| 4.45000 6287.85| 23.00000 32499.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0022 211-02060 1224.100 m3 | 20.00000 24482.00| 20.90000 25583.69| 25.00000 30602.50 B BORROW FOR STRUCTURE BACKFILL | | | 0023 215-06458 471.000 m3 | 21.00000 9891.00| 16.50000 7771.50| 28.00000 13188.00 SUBGRADE, MODIFIED | | | 0024 303-52308 6755.700 Mg | 13.50000 91201.95| 12.50000 84446.25| 16.00000 108091.20 COMPACTED AGGREGATE, O, 53 | | | 0025 401-06264 LUMP| 3000.00000 3000.00| 2400.00000 2400.00| 2450.00000 2450.00 PROFILOGRAPH, HMA | | | 0026 402-05468 1452.800 Mg | 31.45000 45690.56| 33.00000 47942.40| 31.00000 45036.80 HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05474 1775.500 Mg | 31.45000 55839.48| 35.00000 62142.50| 31.00000 55040.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 807.000 Mg | 40.90000 33006.30| 41.00000 33087.00| 42.00000 33894.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05481 686.400 Mg | 41.95000 28794.48| 36.00000 24710.40| 42.00000 28828.80 HMA BASE 25.0 mm, SHOULDER | | | 0030 404-05511 3813.000 m2 | 2.05000 7816.65| 0.80000 3050.40| 2.00000 7626.00 SEAL COAT, 2 | | | 0031 406-05520 6.120 Mg | 173.25000 1060.29| 170.00000 1040.40| 175.00000 1071.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0958970 |(3) 35-1618530 |FOERTSCH CONSTRUCTION |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01839 1.000 EACH| 1464.75000 1464.75| 1395.00000 1395.00| 1450.00000 1450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-01846 3.000 EACH| 1464.75000 4394.25| 1395.00000 4185.00| 1450.00000 4350.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-01848 1.000 EACH| 1464.75000 1464.75| 1395.00000 1395.00| 1450.00000 1450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0035 601-05071 1.000 EACH| 1464.75000 1464.75| 1395.00000 1395.00| 1450.00000 1450.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0036 601-06037 8.000 EACH| 630.00000 5040.00| 600.00000 4800.00| 620.00000 4960.00 GUARDRAIL END TREATMENT, I | | | 0037 601-99105 1078.230 m | 44.20000 47657.77| 42.10000 45393.48| 44.00000 47442.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 610-05527 232.800 Mg | 71.93000 16745.30| 80.00000 18624.00| 70.00000 16296.00 HMA FOR APPROACHES | | | 0039 611-06497 2.000 EACH| 110.25000 220.50| 105.00000 210.00| 110.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 5.000 EACH| 141.75000 708.75| 135.00000 675.00| 140.00000 700.00 MAILBOX ASSEMBLY, DOUBLE | | | 0041 615-06490 17.000 EACH| 89.25000 1517.25| 85.00000 1445.00| 90.00000 1530.00 RIGHT OF WAY MARKER | | | 0042 615-06505 18.000 EACH| 414.75000 7465.50| 395.00000 7110.00| 405.00000 7290.00 MONUMENT, B | | | 0043 615-06510 3.000 EACH| 309.75000 929.25| 295.00000 885.00| 310.00000 930.00 MONUMENT, C | | | 0044 616-02305 56.700 m3 | 130.00000 7371.00| 140.00000 7938.00| 160.00000 9072.00 GABIONS | | | 0045 616-02320 11400.000 m2 | 1.90000 21660.00| 1.50000 17100.00| 2.50000 28500.00 GEOTEXTILES | | | 0046 616-05688 370.400 Mg | 20.00000 7408.00| 11.00000 4074.40| 18.00000 6667.20 RIPRAP, CLASS 1 | | | 0047 616-05689 113.400 Mg | 22.00000 2494.80| 11.00000 1247.40| 18.00000 2041.20 RIPRAP, CLASS 2 | | | 0048 616-06405 6635.000 Mg | 15.20000 100852.00| 11.00000 72985.00| 18.00000 119430.00 RIPRAP, REVETMENT | | | 0049 621-01004 1.000 EACH| 660.00000 660.00| 1400.00000 1400.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0958970 |(3) 35-1618530 |FOERTSCH CONSTRUCTION |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06545 2.900 Mg | 497.00000 1441.30| 497.00000 1441.30| 580.00000 1682.00 FERTILIZER | | | 0051 621-06553 615.000 kg | 6.25000 3843.75| 6.25000 3843.75| 9.00000 5535.00 SEED MIXTURE, R | | | 0052 621-06565 14.600 Mg | 490.00000 7154.00| 490.00000 7154.00| 500.00000 7300.00 MULCHING MATERIAL | | | 0053 621-06574 2406.600 m2 | 3.90000 9385.74| 5.55000 13356.63| 3.85000 9265.41 SODDING | | | 0054 622-52436 22.000 EACH| 20.00000 440.00| 20.00000 440.00| 29.00000 638.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-98200 44.000 EACH| 20.00000 880.00| 20.00000 880.00| 29.00000 1276.00 SIGN, DO NOT DISTURB | | | 0056 714-03437 36.700 m2 | 915.00000 33580.50| 500.00000 18350.00| 500.00000 18350.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0057 714-04733 31.100 m | 4400.00000 136840.00| 4400.00000 136840.00| 5000.00000 155500.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 2400 mm | | | 0058 714-06171 13.700 m | 3080.00000 42196.00| 3000.00000 41100.00| 3400.00000 46580.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 54OO mm X 1200 mm | | | 0059 714-26724 14.600 m | 1850.00000 27010.00| 2000.00000 29200.00| 2100.00000 30660.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0060 714-44240 5.100 m3 | 650.00000 3315.00| 960.00000 4896.00| 330.00000 1683.00 CONCRETE, A, STRUCTURES | | | 0061 715-05048 2703.000 m | 12.25000 33111.75| 6.70000 18110.10| 9.00000 24327.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05053 163.200 m | 30.00000 4896.00| 39.00000 6364.80| 13.00000 2121.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05123 15.000 m | 90.00000 1350.00| 195.00000 2925.00| 75.00000 1125.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05125 15.500 m | 115.00000 1782.50| 170.00000 2635.00| 85.00000 1317.50 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0065 715-05129 32.500 m | 240.00000 7800.00| 304.00000 9880.00| 150.00000 4875.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0066 715-05133 28.500 m | 275.00000 7837.50| 290.00000 8265.00| 160.00000 4560.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0067 715-05169 70.400 m | 66.00000 4646.40| 119.00000 8377.60| 80.00000 5632.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05173 7.500 m | 100.00000 750.00| 195.00000 1462.50| 90.00000 675.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0958970 |(3) 35-1618530 |FOERTSCH CONSTRUCTION |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 715-46005 12.000 EACH| 175.00000 2100.00| 183.00000 2196.00| 240.00000 2880.00 PIPE END SECTION, 375 mm | | | 0070 715-46020 3.000 EACH| 275.00000 825.00| 315.00000 945.00| 300.00000 900.00 PIPE END SECTION, 600 mm | | | 0071 715-46030 2.000 EACH| 500.00000 1000.00| 335.00000 670.00| 425.00000 850.00 PIPE END SECTION, 750 mm | | | 0072 720-45030 1.000 EACH| 1200.00000 1200.00| 1100.00000 1100.00| 1000.00000 1000.00 INLET, E7 | | | 0073 801-04308 8.000 EACH| 367.50000 2940.00| 350.00000 2800.00| 360.00000 2880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 6.000 EACH| 210.00000 1260.00| 200.00000 1200.00| 210.00000 1260.00 BARRICADE, IIIA | | | 0075 801-06625 23.000 EACH| 94.50000 2173.50| 90.00000 2070.00| 100.00000 2300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 16.000 EACH| 110.25000 1764.00| 105.00000 1680.00| 110.00000 1760.00 CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP| 14200.00000 14200.00| 1000.00000 1000.00| 11700.00000 11700.00 MAINTAINING TRAFFIC | | | 0078 804-06770 45.000 EACH| 19.95000 897.75| 19.00000 855.00| 20.00000 900.00 DELINEATOR POST | | | 0079 808-06713 2752.000 m | 0.55000 1513.60| 0.92000 2531.84| 0.96000 2641.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-75245 2653.000 m | 1.02000 2706.06| 0.92000 2440.76| 0.95000 2520.35 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 622-05627 40.000 EACH| 280.00000 11200.00| 280.00000 11200.00| 480.00000 19200.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0082 622-05649 91.000 EACH| 265.00000 24115.00| 290.00000 26390.00| 275.00000 25025.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0083 622-91786 365.000 EACH| 10.00000 3650.00| 9.00000 3285.00| 11.00000 4015.00 SEEDLING | | | 0084 203-02020 15517.000 m3 | 4.95000 76809.15| 10.45000 162152.65| 12.00000 186204.00 EXCAVATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,216,437.27| $ 1,228,793.30| $ 1,525,537.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,216,437.27| $ 1,228,793.30| $ 1,525,537.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1009310 | |TD & O LLC |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1150.00000 13800.00| 2050.00000 24600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 43000.00000 43000.00| 43000.00000 43000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80500.00000 80500.00| 90000.00000 90000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 54000.00000 54000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 411.500 m | 8.00000 3292.00| 13.20000 5431.80| GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 5000.00000 5000.00| 700.00000 700.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0007 202-03000 LUMP| 5000.00000 5000.00| 950.00000 950.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0008 202-51330 LUMP| 8500.00000 8500.00| 15475.00000 15475.00| PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7117 | | | 0009 202-51330 LUMP| 8500.00000 8500.00| 10865.00000 10865.00| PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7149 | | | 0010 202-51330 LUMP| 8500.00000 8500.00| 13375.00000 13375.00| PRESENT STRUCTURE, REMOVE , STR. NO. | | | 145-62-7150 | | | 0011 202-74045 4.000 EACH| 25.00000 100.00| 345.00000 1380.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0014 203-02070 8677.800 m3 | 11.50000 99794.70| 14.60000 126695.88| BORROW | | | 0015 205-02224 276.500 m | 7.21000 1993.57| 6.90000 1907.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02231 529.000 m | 38.50000 20366.50| 62.00000 32798.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02233 526.400 m3 | 19.25000 10133.20| 18.40000 9685.76| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0018 205-02234 10.000 EACH| 77.00000 770.00| 74.00000 740.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1009310 | |TD & O LLC |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02236 1.000 EACH| 82.50000 82.50| 80.00000 80.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 206-51220 258.900 m3 | 30.00000 7767.00| 29.20000 7559.88| EXCAVATION, WET | | | 0021 207-02045 1413.000 m3 | 17.50000 24727.50| 17.50000 24727.50| EXCAVATION FOR SUBGRADE TREATMENT | | | 0022 211-02060 1224.100 m3 | 18.00000 22033.80| 22.60000 27664.66| B BORROW FOR STRUCTURE BACKFILL | | | 0023 215-06458 471.000 m3 | 17.50000 8242.50| 21.70000 10220.70| SUBGRADE, MODIFIED | | | 0024 303-52308 6755.700 Mg | 15.79000 106672.50| 14.80000 99984.36| COMPACTED AGGREGATE, O, 53 | | | 0025 401-06264 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0026 402-05468 1452.800 Mg | 39.60000 57530.88| 35.00000 50848.00| HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05474 1775.500 Mg | 41.25000 73239.38| 37.00000 65693.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 807.000 Mg | 45.21000 36484.47| 43.40000 35023.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05481 686.400 Mg | 39.60000 27181.44| 38.00000 26083.20| HMA BASE 25.0 mm, SHOULDER | | | 0030 404-05511 3813.000 m2 | 2.20000 8388.60| 1.90000 7244.70| SEAL COAT, 2 | | | 0031 406-05520 6.120 Mg | 187.00000 1144.44| 180.00000 1101.60| ASPHALT FOR TACK COAT | | | 0032 601-01839 1.000 EACH| 1500.00000 1500.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-01846 3.000 EACH| 1500.00000 4500.00| 1650.00000 4950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-01848 1.000 EACH| 1500.00000 1500.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0035 601-05071 1.000 EACH| 1500.00000 1500.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0036 601-06037 8.000 EACH| 800.00000 6400.00| 590.00000 4720.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1009310 | |TD & O LLC |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-99105 1078.230 m | 44.00000 47442.12| 36.00000 38816.28| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 610-05527 232.800 Mg | 77.00000 17925.60| 84.00000 19555.20| HMA FOR APPROACHES | | | 0039 611-06497 2.000 EACH| 150.00000 300.00| 125.00000 250.00| MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 5.000 EACH| 175.00000 875.00| 145.00000 725.00| MAILBOX ASSEMBLY, DOUBLE | | | 0041 615-06490 17.000 EACH| 100.00000 1700.00| 110.00000 1870.00| RIGHT OF WAY MARKER | | | 0042 615-06505 18.000 EACH| 450.00000 8100.00| 500.00000 9000.00| MONUMENT, B | | | 0043 615-06510 3.000 EACH| 370.00000 1110.00| 215.00000 645.00| MONUMENT, C | | | 0044 616-02305 56.700 m3 | 125.00000 7087.50| 138.00000 7824.60| GABIONS | | | 0045 616-02320 11400.000 m2 | 2.75000 31350.00| 3.10000 35340.00| GEOTEXTILES | | | 0046 616-05688 370.400 Mg | 25.00000 9260.00| 30.40000 11260.16| RIPRAP, CLASS 1 | | | 0047 616-05689 113.400 Mg | 22.00000 2494.80| 30.70000 3481.38| RIPRAP, CLASS 2 | | | 0048 616-06405 6635.000 Mg | 22.00000 145970.00| 28.80000 191088.00| RIPRAP, REVETMENT | | | 0049 621-01004 1.000 EACH| 1540.00000 1540.00| 790.00000 790.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 2.900 Mg | 546.70000 1585.43| 600.00000 1740.00| FERTILIZER | | | 0051 621-06553 615.000 kg | 6.88000 4231.20| 9.00000 5535.00| SEED MIXTURE, R | | | 0052 621-06565 14.600 Mg | 539.00000 7869.40| 500.00000 7300.00| MULCHING MATERIAL | | | 0053 621-06574 2406.600 m2 | 4.79000 11527.61| 3.90000 9385.74| SODDING | | | 0054 622-52436 22.000 EACH| 22.00000 484.00| 30.00000 660.00| SIGN, DO NOT MOW OR SPRAY | | | 0055 622-98200 44.000 EACH| 22.00000 968.00| 30.00000 1320.00| SIGN, DO NOT DISTURB | | | 0056 714-03437 36.700 m2 | 600.00000 22020.00| 372.00000 13652.40| WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1009310 | |TD & O LLC |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 714-04733 31.100 m | 4500.00000 139950.00| 4272.00000 132859.20| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 2400 mm | | | 0058 714-06171 13.700 m | 2800.00000 38360.00| 3286.00000 45018.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 54OO mm X 1200 mm | | | 0059 714-26724 14.600 m | 1900.00000 27740.00| 1744.00000 25462.40| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0060 714-44240 5.100 m3 | 750.00000 3825.00| 720.00000 3672.00| CONCRETE, A, STRUCTURES | | | 0061 715-05048 2703.000 m | 6.81000 18407.43| 24.00000 64872.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05053 163.200 m | 23.01000 3755.23| 26.00000 4243.20| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05123 15.000 m | 102.86000 1542.90| 96.00000 1440.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05125 15.500 m | 141.00000 2185.50| 156.00000 2418.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0065 715-05129 32.500 m | 200.00000 6500.00| 268.00000 8710.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0066 715-05133 28.500 m | 280.00000 7980.00| 339.00000 9661.50| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0067 715-05169 70.400 m | 61.26000 4312.70| 78.00000 5491.20| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05173 7.500 m | 74.80000 561.00| 92.00000 690.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0069 715-46005 12.000 EACH| 233.24000 2798.88| 255.00000 3060.00| PIPE END SECTION, 375 mm | | | 0070 715-46020 3.000 EACH| 313.69000 941.07| 385.00000 1155.00| PIPE END SECTION, 600 mm | | | 0071 715-46030 2.000 EACH| 458.82000 917.64| 465.00000 930.00| PIPE END SECTION, 750 mm | | | 0072 720-45030 1.000 EACH| 1094.00000 1094.00| 1345.00000 1345.00| INLET, E7 | | | 0073 801-04308 8.000 EACH| 350.00000 2800.00| 420.00000 3360.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 6.000 EACH| 200.00000 1200.00| 140.00000 840.00| BARRICADE, IIIA | | | 0075 801-06625 23.000 EACH| 100.00000 2300.00| 100.00000 2300.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 426 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,236.55 ROUTE : SR 145 CALL ORDER : 426 CONTRACT ID : B -25295-A COUNTIES : PERRY LETTING DATE : 03/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1009310 | |TD & O LLC |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06640 16.000 EACH| 105.00000 1680.00| 100.00000 1600.00| CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP| 15000.00000 15000.00| 26000.00000 26000.00| MAINTAINING TRAFFIC | | | 0078 804-06770 45.000 EACH| 20.00000 900.00| 16.00000 720.00| DELINEATOR POST | | | 0079 808-06713 2752.000 m | 1.00000 2752.00| 0.35000 963.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-75245 2653.000 m | 1.00000 2653.00| 1.05000 2785.65| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 622-05627 40.000 EACH| 308.00000 12320.00| 510.00000 20400.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0082 622-05649 91.000 EACH| 319.00000 29029.00| 280.00000 25480.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0083 622-91786 365.000 EACH| 9.90000 3613.50| 11.00000 4015.00| SEEDLING | | | 0084 203-02020 15517.000 m3 | 16.22000 251685.74| 15.85000 245944.45| EXCAVATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,651,790.23| $ 1,812,630.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,651,790.23| $ 1,812,630.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B567004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 418,334.64 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 432,788.69 103.4551% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 438,831.22 104.8995% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 453,674.21 108.4476% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 462,752.57 110.6177% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 465,950.77 111.3823% 7 35-1212938 ATLAS EXCAVATING, INC. $ 510,943.05 122.1373% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 526,535.63 125.8646% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1310611 |(3) 35-0918397 |FOX CONTRACTORS |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1125.00000 6750.00| 1250.00000 7500.00| 2400.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6160.00000 6160.00| 3500.00000 3500.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4165.00000 4165.00| 20000.00000 20000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 69.000 m | 9.00000 621.00| 10.00000 690.00| 12.00000 828.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 531.400 m2 | 5.90000 3135.26| 7.50000 3985.50| 9.00000 4782.60 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 2180.00000 2180.00| 5000.00000 5000.00| 2077.00000 2077.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 813.000 m3 | 29.20000 23739.60| 15.00000 12195.00| 21.00000 17073.00 EXCAVATION, COMMON | | | 0010 205-02224 142.000 m | 6.00000 852.00| 4.00000 568.00| 5.75000 816.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02237 3.000 EACH| 52.50000 157.50| 50.00000 150.00| 50.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1310611 |(3) 35-0918397 |FOX CONTRACTORS |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 179.700 m3 | 41.60000 7475.52| 30.00000 5391.00| 26.00000 4672.20 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 299.300 m3 | 61.10000 18287.23| 100.00000 29930.00| 60.00000 17958.00 FLOWABLE MORTAR | | | 0014 303-52308 118.100 Mg | 33.55000 3962.26| 20.00000 2362.00| 22.00000 2598.20 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 395.000 Mg | 46.72000 18454.40| 58.30000 23028.50| 47.00000 18565.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 347.200 Mg | 43.50000 15103.20| 46.20000 16040.64| 37.00000 12846.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 133.200 Mg | 53.70000 7152.84| 55.55000 7399.26| 45.00000 5994.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 16.300 Mg | 70.00000 1141.00| 92.40000 1506.12| 75.00000 1222.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 406-05521 5653.000 m2 | 0.05000 282.65| 0.50000 2826.50| 0.40000 2261.20 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1170.00000 4680.00| 1243.00000 4972.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01846 1.000 EACH| 1540.00000 1540.00| 1760.00000 1760.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 3.000 EACH| 2250.00000 6750.00| 2447.50000 7342.50| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 40.010 m | 36.75000 1470.37| 34.10000 1364.34| 36.00000 1440.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 4.000 EACH| 7.35000 29.40| 20.00000 80.00| 8.00000 32.00 BARRIER DELINEATOR | | | 0025 605-06120 5.300 m | 450.00000 2385.00| 100.00000 530.00| 85.00000 450.50 CURB, CONCRETE | | | 0026 605-06140 81.900 m | 85.00000 6961.50| 70.00000 5733.00| 77.00000 6306.30 CURB AND GUTTER, CONCRETE | | | 0027 605-94811 2.000 EACH| 670.00000 1340.00| 400.00000 800.00| 850.00000 1700.00 CURB TURNOUT | | | 0028 607-06175 5.600 m | 143.00000 800.80| 100.00000 560.00| 150.00000 840.00 GUTTER, CONCRETE | | | 0029 610-05527 10.800 Mg | 95.00000 1026.00| 228.80000 2471.04| 184.00000 1987.20 HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 110.25000 110.25| 200.00000 200.00| 110.00000 110.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-95728 61.700 m2 | 69.30000 4275.81| 65.00000 4010.50| 65.00000 4010.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1310611 |(3) 35-0918397 |FOX CONTRACTORS |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 335.000 m2 | 6.05000 2026.75| 4.00000 1340.00| 2.40000 804.00 GEOTEXTILES | | | 0033 616-05688 324.000 Mg | 16.91000 5478.84| 40.00000 12960.00| 29.00000 9396.00 RIPRAP, CLASS 1 | | | 0034 621-01004 1.000 EACH| 420.00000 420.00| 440.00000 440.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 169.600 m2 | 2.70000 457.92| 4.75000 805.60| 2.55000 432.48 EROSION CONTROL BLANKET | | | 0036 621-06560 1560.000 m2 | 1.00000 1560.00| 1.04000 1622.40| 0.95000 1482.00 MULCHED SEEDING, U | | | 0037 703-51032 768.000 kg | 2.50000 1920.00| 2.00000 1536.00| 1.75000 1344.00 REINFORCING STEEL, EPOXY COATED | | | 0038 706-51020 4.000 m3 | 1460.00000 5840.00| 1500.00000 6000.00| 1250.00000 5000.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 630.00000 630.00| 1000.00000 1000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0040 714-03437 54.300 m2 | 403.00000 21882.90| 1750.00000 95025.00| 350.00000 19005.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05048 194.000 m | 12.90000 2502.60| 12.50000 2425.00| 8.50000 1649.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 26.800 m | 29.00000 777.20| 20.00000 536.00| 14.50000 388.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05151 41.500 m | 114.50000 4751.75| 100.00000 4150.00| 83.00000 3444.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 718-06531 3.000 EACH| 625.10000 1875.30| 400.00000 1200.00| 720.00000 2160.00 OUTLET PROTECTOR, 3 | | | 0046 718-52610 41.400 m3 | 30.50000 1262.70| 40.00000 1656.00| 31.00000 1283.40 AGGREGATE FOR UNDERDRAINS | | | 0047 720-45045 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1150.00000 1150.00 INLET, J10 | | | 0048 720-45055 1.000 EACH| 1200.00000 1200.00| 1750.00000 1750.00| 1170.00000 1170.00 INLET, M10 | | | 0049 720-45240 1.000 EACH| 1800.00000 1800.00| 2500.00000 2500.00| 1800.00000 1800.00 CATCH BASIN, J10 | | | 0050 728-98377 LUMP| 1260.00000 1260.00| 2000.00000 2000.00| 1100.00000 1100.00 MASONRY COATING | | | 0051 801-04308 2.000 EACH| 178.50000 357.00| 187.00000 374.00| 170.00000 340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 6.000 EACH| 75.60000 453.60| 79.20000 475.20| 72.00000 432.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1310611 |(3) 35-0918397 |FOX CONTRACTORS |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 20.000 EACH| 63.00000 1260.00| 66.00000 1320.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 6.000 EACH| 31.50000 189.00| 33.00000 198.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0055 802-76025 4.770 m2 | 185.00000 882.45| 192.42000 917.84| 175.00000 834.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 7.000 m2 | 260.00000 1820.00| 269.00000 1883.00| 245.00000 1715.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76045 5.130 m2 | 245.00000 1256.85| 255.80000 1312.25| 233.00000 1195.29 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0058 805-01842 3.000 EACH| 580.00000 1740.00| 606.22000 1818.66| 552.00000 1656.00 HANDHOLE, SIGNAL | | | 0059 805-02087 LUMP| 1090.00000 1090.00| 1142.30000 1142.30| 1040.00000 1040.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0060 805-05870 4.000 EACH| 1300.00000 5200.00| 1355.43000 5421.72| 1233.00000 4932.00 SIGNAL SUPPORT FOUNDATION | | | 0061 805-06592 142.000 m | 33.22000 4717.24| 34.80000 4941.60| 32.00000 4544.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0062 805-78109 1.000 EACH| 12900.00000 12900.00| 13424.19000 13424.19| 12200.00000 12200.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0063 805-78205 8.000 EACH| 347.00000 2776.00| 363.50000 2908.00| 331.00000 2648.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0064 805-78415 4.000 EACH| 1103.00000 4412.00| 1155.57000 4622.28| 1051.00000 4204.00 SPAN, CATENARY, AND TETHER | | | 0065 805-78420 5.000 EACH| 192.00000 960.00| 201.10000 1005.50| 183.00000 915.00 DISCONNECT HANGER | | | 0066 805-78445 1.000 EACH| 400.00000 400.00| 413.97000 413.97| 377.00000 377.00 SIGNAL SERVICE | | | 0067 805-78465 21.000 m | 3.95000 82.95| 4.12000 86.52| 3.75000 78.75 SIGNAL CABLE, 2C 8GA. | | | 0068 805-78470 1190.000 m | 1.06000 1261.40| 1.11000 1320.90| 1.01000 1201.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0069 805-78485 24.000 m | 2.62000 62.88| 2.74000 65.76| 2.50000 60.00 SIGNAL CABLE, 5C 14GA. | | | 0070 805-78490 192.000 m | 3.01000 577.92| 3.15000 604.80| 2.87000 551.04 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1310611 |(3) 35-0918397 |FOX CONTRACTORS |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78500 161.000 m | 3.80000 611.80| 3.95000 635.95| 3.60000 579.60 SIGNAL CABLE, 11C 14GA. | | | 0072 805-78510 760.000 m | 2.32000 1763.20| 2.43000 1846.80| 2.21000 1679.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0073 805-78785 10.000 EACH| 525.75000 5257.50| 550.92000 5509.20| 501.00000 5010.00 SIGNAL DETECTOR HOUSING | | | 0074 805-78795 476.000 m | 13.28000 6321.28| 13.75000 6545.00| 12.50000 5950.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0075 805-81032 4.000 EACH| 2500.00000 10000.00| 2584.00000 10336.00| 2350.00000 9400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0076 805-97505 1.000 EACH| 700.00000 700.00| 722.40000 722.40| 657.00000 657.00 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0077 808-06701 24.000 m | 1.58000 37.92| 1.65000 39.60| 1.50000 36.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0078 808-06703 201.200 m | 1.07000 215.28| 1.12000 225.34| 1.02000 205.22 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-75245 191.600 m | 1.07000 205.01| 1.12000 214.59| 1.10000 210.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75297 10.220 m | 10.50000 107.31| 11.00000 112.42| 10.75000 109.87 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 808-75320 2.000 EACH| 52.50000 105.00| 55.00000 110.00| 54.00000 108.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 2.000 EACH| 68.25000 136.50| 71.50000 143.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 723-06927 19.000 m | 6560.00000 124640.00| 1250.00000 23750.00| 6390.00000 121410.00 STRUCTURE, PRECAST THREE-SIDED, 8535 mm | | | X 3048 mm | | | SECTION TOTALS | $ 418,334.64| $ 432,788.69| $ 438,831.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,334.64| $ 432,788.69| $ 438,831.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1912582 |(6) 35-1364963 |CALUMET ASPHALT PAVING CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2170.00000 13020.00| 1320.00000 7920.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6100.00000 6100.00| 13500.00000 13500.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 23000.00000 23000.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 3750.00000 3750.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 69.000 m | 8.97000 618.93| 9.35000 645.15| 17.10000 1179.90 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 13260.00000 13260.00| 20200.00000 20200.00| 44000.00000 44000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 531.400 m2 | 5.00000 2657.00| 7.70000 4091.78| 5.00000 2657.00 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 2192.00000 2192.00| 862.40000 862.40| 2300.00000 2300.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 813.000 m3 | 24.85000 20203.05| 16.50000 13414.50| 20.00000 16260.00 EXCAVATION, COMMON | | | 0010 205-02224 142.000 m | 6.07000 861.94| 6.60000 937.20| 7.50000 1065.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02237 3.000 EACH| 52.79000 158.37| 55.00000 165.00| 60.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 179.700 m3 | 14.00000 2515.80| 28.60000 5139.42| 24.00000 4312.80 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 299.300 m3 | 69.35000 20756.46| 77.00000 23046.10| 95.00000 28433.50 FLOWABLE MORTAR | | | 0014 303-52308 118.100 Mg | 30.00000 3543.00| 19.80000 2338.38| 22.50000 2657.25 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 395.000 Mg | 40.75000 16096.25| 57.20000 22594.00| 48.00000 18960.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 347.200 Mg | 38.40000 13332.48| 46.20000 16040.64| 48.00000 16665.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 133.200 Mg | 47.45000 6320.34| 56.10000 7472.52| 55.00000 7326.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 16.300 Mg | 61.85000 1008.16| 92.40000 1506.12| 70.00000 1141.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 406-05521 5653.000 m2 | 0.05000 282.65| 0.55000 3109.15| 0.10000 565.30 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1912582 |(6) 35-1364963 |CALUMET ASPHALT PAVING CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 4.000 EACH| 1177.00000 4708.00| 1226.50000 4906.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01846 1.000 EACH| 1530.00000 1530.00| 1595.00000 1595.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 3.000 EACH| 2269.80000 6809.40| 2365.00000 7095.00| 2400.00000 7200.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 40.010 m | 36.95000 1478.37| 38.50000 1540.39| 34.00000 1360.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 4.000 EACH| 7.40000 29.60| 7.70000 30.80| 8.00000 32.00 BARRIER DELINEATOR | | | 0025 605-06120 5.300 m | 159.40000 844.82| 66.00000 349.80| 36.00000 190.80 CURB, CONCRETE | | | 0026 605-06140 81.900 m | 121.40000 9942.66| 66.00000 5405.40| 39.00000 3194.10 CURB AND GUTTER, CONCRETE | | | 0027 605-94811 2.000 EACH| 1100.00000 2200.00| 660.00000 1320.00| 300.00000 600.00 CURB TURNOUT | | | 0028 607-06175 5.600 m | 159.40000 892.64| 71.50000 400.40| 50.00000 280.00 GUTTER, CONCRETE | | | 0029 610-05527 10.800 Mg | 85.65000 925.02| 228.80000 2471.04| 95.00000 1026.00 HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 110.85000 110.85| 115.50000 115.50| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-95728 61.700 m2 | 71.40000 4405.38| 68.20000 4207.94| 50.00000 3085.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0032 616-02320 335.000 m2 | 5.00000 1675.00| 2.20000 737.00| 3.00000 1005.00 GEOTEXTILES | | | 0033 616-05688 324.000 Mg | 35.50000 11502.00| 44.00000 14256.00| 37.50000 12150.00 RIPRAP, CLASS 1 | | | 0034 621-01004 1.000 EACH| 422.29000 422.29| 440.00000 440.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 169.600 m2 | 2.69000 456.22| 2.86000 485.06| 2.75000 466.40 EROSION CONTROL BLANKET | | | 0036 621-06560 1560.000 m2 | 1.00000 1560.00| 1.10000 1716.00| 1.10000 1716.00 MULCHED SEEDING, U | | | 0037 703-51032 768.000 kg | 2.65000 2035.20| 2.20000 1689.60| 2.00000 1536.00 REINFORCING STEEL, EPOXY COATED | | | 0038 706-51020 4.000 m3 | 1583.58000 6334.32| 1320.00000 5280.00| 500.00000 2000.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1912582 |(6) 35-1364963 |CALUMET ASPHALT PAVING CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 709-51821 LUMP| 1266.86000 1266.86| 660.00000 660.00| 1000.00000 1000.00 SURFACE SEAL | | | 0040 714-03437 54.300 m2 | 615.70000 33432.51| 478.00000 25955.40| 500.00000 27150.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05048 194.000 m | 10.40000 2017.60| 7.70000 1493.80| 10.00000 1940.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 26.800 m | 34.85000 933.98| 33.00000 884.40| 10.00000 268.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05151 41.500 m | 72.45000 3006.68| 66.00000 2739.00| 75.00000 3112.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 718-06531 3.000 EACH| 317.00000 951.00| 550.00000 1650.00| 250.00000 750.00 OUTLET PROTECTOR, 3 | | | 0046 718-52610 41.400 m3 | 38.55000 1595.97| 38.50000 1593.90| 27.50000 1138.50 AGGREGATE FOR UNDERDRAINS | | | 0047 720-45045 1.000 EACH| 1353.00000 1353.00| 1430.00000 1430.00| 1000.00000 1000.00 INLET, J10 | | | 0048 720-45055 1.000 EACH| 1353.00000 1353.00| 1540.00000 1540.00| 1000.00000 1000.00 INLET, M10 | | | 0049 720-45240 1.000 EACH| 3450.00000 3450.00| 2200.00000 2200.00| 1000.00000 1000.00 CATCH BASIN, J10 | | | 0050 728-98377 LUMP| 1457.00000 1457.00| 1320.00000 1320.00| 1000.00000 1000.00 MASONRY COATING | | | 0051 801-04308 2.000 EACH| 179.00000 358.00| 187.00000 374.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 6.000 EACH| 76.00000 456.00| 79.20000 475.20| 100.00000 600.00 BARRICADE, IIIA | | | 0053 801-06640 20.000 EACH| 63.30000 1266.00| 66.00000 1320.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 6.000 EACH| 31.70000 190.20| 33.00000 198.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0055 802-76025 4.770 m2 | 184.70000 881.02| 192.50000 918.23| 180.00000 858.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 7.000 m2 | 258.20000 1807.40| 192.50000 1347.50| 180.00000 1260.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76045 5.130 m2 | 245.50000 1259.40| 236.50000 1213.25| 200.00000 1026.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0058 805-01842 3.000 EACH| 581.80000 1745.40| 709.50000 2128.50| 800.00000 2400.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1912582 |(6) 35-1364963 |CALUMET ASPHALT PAVING CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 805-02087 LUMP| 1096.30000 1096.30| 27.50000 27.50| 350.00000 350.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0060 805-05870 4.000 EACH| 1301.00000 5204.00| 1177.00000 4708.00| 950.00000 3800.00 SIGNAL SUPPORT FOUNDATION | | | 0061 805-06592 142.000 m | 33.40000 4742.80| 34.10000 4842.20| 50.00000 7100.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0062 805-78109 1.000 EACH| 12883.80000 12883.80| 11440.00000 11440.00| 10500.00000 10500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0063 805-78205 8.000 EACH| 348.90000 2791.20| 440.00000 3520.00| 350.00000 2800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0064 805-78415 4.000 EACH| 1109.05000 4436.20| 1292.50000 5170.00| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0065 805-78420 5.000 EACH| 193.00000 965.00| 209.00000 1045.00| 200.00000 1000.00 DISCONNECT HANGER | | | 0066 805-78445 1.000 EACH| 397.30000 397.30| 475.20000 475.20| 350.00000 350.00 SIGNAL SERVICE | | | 0067 805-78465 21.000 m | 4.00000 84.00| 5.28000 110.88| 7.00000 147.00 SIGNAL CABLE, 2C 8GA. | | | 0068 805-78470 1190.000 m | 1.10000 1309.00| 1.10000 1309.00| 0.40000 476.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0069 805-78485 24.000 m | 2.65000 63.60| 4.29000 102.96| 9.00000 216.00 SIGNAL CABLE, 5C 14GA. | | | 0070 805-78490 192.000 m | 3.05000 585.60| 4.62000 887.04| 8.00000 1536.00 SIGNAL CABLE, 7C 14GA. | | | 0071 805-78500 161.000 m | 3.80000 611.80| 5.94000 956.34| 9.00000 1449.00 SIGNAL CABLE, 11C 14GA. | | | 0072 805-78510 760.000 m | 2.35000 1786.00| 2.53000 1922.80| 3.50000 2660.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0073 805-78785 10.000 EACH| 528.75000 5287.50| 693.00000 6930.00| 700.00000 7000.00 SIGNAL DETECTOR HOUSING | | | 0074 805-78795 476.000 m | 13.20000 6283.20| 17.60000 8377.60| 21.00000 9996.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0075 805-81032 4.000 EACH| 2480.50000 9922.00| 2640.00000 10560.00| 2250.00000 9000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0076 805-97505 1.000 EACH| 693.30000 693.30| 1056.00000 1056.00| 1000.00000 1000.00 MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0077 808-06701 24.000 m | 1.58000 37.92| 1.65000 39.60| 1.60000 38.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1912582 |(6) 35-1364963 |CALUMET ASPHALT PAVING CO |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06703 201.200 m | 1.08000 217.30| 1.10000 221.32| 1.20000 241.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-75245 191.600 m | 1.08000 206.93| 1.10000 210.76| 1.20000 229.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75297 10.220 m | 10.56000 107.92| 13.20000 134.90| 11.00000 112.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 808-75320 2.000 EACH| 52.79000 105.58| 60.50000 121.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 2.000 EACH| 68.62000 137.24| 77.00000 154.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 723-06927 19.000 m | 7060.50000 134149.50| 6314.00000 119966.00| 6600.00000 125400.00 STRUCTURE, PRECAST THREE-SIDED, 8535 mm | | | X 3048 mm | | | SECTION TOTALS | $ 453,674.21| $ 462,752.57| $ 465,950.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 453,674.21| $ 462,752.57| $ 465,950.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 750.00000 4500.00| 1361.29000 8167.74| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 8715.00000 8715.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 26596.50000 26596.50| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 8956.50000 8956.50| CLEARING RIGHT OF WAY | | | 0005 202-02241 69.000 m | 10.30000 710.70| 17.96000 1239.24| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 27000.00000 27000.00| 15848.70000 15848.70| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 531.400 m2 | 5.30000 2816.42| 5.49000 2917.39| SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 2200.00000 2200.00| 2180.75000 2180.75| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 813.000 m3 | 19.00000 15447.00| 9.15000 7438.95| EXCAVATION, COMMON | | | 0010 205-02224 142.000 m | 6.50000 923.00| 6.04000 857.68| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02237 3.000 EACH| 90.00000 270.00| 52.50000 157.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 179.700 m3 | 36.00000 6469.20| 24.64000 4427.81| B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 299.300 m3 | 160.00000 47888.00| 82.91000 24814.96| FLOWABLE MORTAR | | | 0014 303-52308 118.100 Mg | 20.00000 2362.00| 33.55000 3962.26| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 395.000 Mg | 47.00000 18565.00| 46.16000 18233.20| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 347.200 Mg | 43.00000 14929.60| 43.49000 15099.73| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 133.200 Mg | 53.00000 7059.60| 53.72000 7155.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 16.300 Mg | 69.00000 1124.70| 70.05000 1141.82| HMA BASE 25.0 mm, SHOULDER | | | 0019 406-05521 5653.000 m2 | 0.10000 565.30| 0.05000 282.65| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 4.000 EACH| 1250.00000 5000.00| 1186.50000 4746.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01846 1.000 EACH| 1750.00000 1750.00| 1680.00000 1680.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 3.000 EACH| 2350.00000 7050.00| 2336.25000 7008.75| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 40.010 m | 33.00000 1320.33| 32.55000 1302.33| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 4.000 EACH| 10.30000 41.20| 10.50000 42.00| BARRIER DELINEATOR | | | 0025 605-06120 5.300 m | 52.00000 275.60| 98.78000 523.53| CURB, CONCRETE | | | 0026 605-06140 81.900 m | 37.00000 3030.30| 78.18000 6402.94| CURB AND GUTTER, CONCRETE | | | 0027 605-94811 2.000 EACH| 800.00000 1600.00| 558.97000 1117.94| CURB TURNOUT | | | 0028 607-06175 5.600 m | 78.00000 436.80| 86.55000 484.68| GUTTER, CONCRETE | | | 0029 610-05527 10.800 Mg | 110.00000 1188.00| 218.40000 2358.72| HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 195.00000 195.00| 194.25000 194.25| MAILBOX ASSEMBLY, SINGLE | | | 0031 611-95728 61.700 m2 | 46.00000 2838.20| 46.81000 2888.18| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0032 616-02320 335.000 m2 | 5.00000 1675.00| 6.48000 2170.80| GEOTEXTILES | | | 0033 616-05688 324.000 Mg | 40.00000 12960.00| 53.87000 17453.88| RIPRAP, CLASS 1 | | | 0034 621-01004 1.000 EACH| 425.00000 425.00| 420.00000 420.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 169.600 m2 | 2.65000 449.44| 2.68000 454.53| EROSION CONTROL BLANKET | | | 0036 621-06560 1560.000 m2 | 1.10000 1716.00| 1.00000 1560.00| MULCHED SEEDING, U | | | 0037 703-51032 768.000 kg | 2.20000 1689.60| 3.72000 2856.96| REINFORCING STEEL, EPOXY COATED | | | 0038 706-51020 4.000 m3 | 900.00000 3600.00| 573.31000 2293.24| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 709-51821 LUMP| 1000.00000 1000.00| 630.00000 630.00| SURFACE SEAL | | | 0040 714-03437 54.300 m2 | 480.00000 26064.00| 534.93000 29046.70| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05048 194.000 m | 6.00000 1164.00| 43.58000 8454.52| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 26.800 m | 57.00000 1527.60| 44.10000 1181.88| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05151 41.500 m | 125.00000 5187.50| 97.56000 4048.74| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 718-06531 3.000 EACH| 380.00000 1140.00| 551.64000 1654.92| OUTLET PROTECTOR, 3 | | | 0046 718-52610 41.400 m3 | 95.00000 3933.00| 39.49000 1634.89| AGGREGATE FOR UNDERDRAINS | | | 0047 720-45045 1.000 EACH| 1100.00000 1100.00| 1027.13000 1027.13| INLET, J10 | | | 0048 720-45055 1.000 EACH| 1100.00000 1100.00| 1027.13000 1027.13| INLET, M10 | | | 0049 720-45240 1.000 EACH| 1200.00000 1200.00| 1319.48000 1319.48| CATCH BASIN, J10 | | | 0050 728-98377 LUMP| 1000.00000 1000.00| 1260.00000 1260.00| MASONRY COATING | | | 0051 801-04308 2.000 EACH| 190.00000 380.00| 267.75000 535.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 6.000 EACH| 90.00000 540.00| 136.50000 819.00| BARRICADE, IIIA | | | 0053 801-06640 20.000 EACH| 75.00000 1500.00| 98.70000 1974.00| CONSTRUCTION SIGN, A | | | 0054 801-06645 6.000 EACH| 32.00000 192.00| 73.50000 441.00| CONSTRUCTION SIGN, B | | | 0055 802-76025 4.770 m2 | 180.00000 858.60| 183.68000 876.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 7.000 m2 | 250.00000 1750.00| 256.78000 1797.46| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76045 5.130 m2 | 245.00000 1256.85| 244.18000 1252.64| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0058 805-01842 3.000 EACH| 575.00000 1725.00| 578.67000 1736.01| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 805-02087 LUMP| 1100.00000 1100.00| 1090.37000 1090.37| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0060 805-05870 4.000 EACH| 1300.00000 5200.00| 1293.82000 5175.28| SIGNAL SUPPORT FOUNDATION | | | 0061 805-06592 142.000 m | 33.00000 4686.00| 33.22000 4717.24| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0062 805-78109 1.000 EACH| 12800.00000 12800.00| 12814.00000 12814.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0063 805-78205 8.000 EACH| 350.00000 2800.00| 346.98000 2775.84| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0064 805-78415 4.000 EACH| 1100.00000 4400.00| 1103.05000 4412.20| SPAN, CATENARY, AND TETHER | | | 0065 805-78420 5.000 EACH| 190.00000 950.00| 191.96000 959.80| DISCONNECT HANGER | | | 0066 805-78445 1.000 EACH| 400.00000 400.00| 395.16000 395.16| SIGNAL SERVICE | | | 0067 805-78465 21.000 m | 3.90000 81.90| 3.94000 82.74| SIGNAL CABLE, 2C 8GA. | | | 0068 805-78470 1190.000 m | 1.10000 1309.00| 1.06000 1261.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0069 805-78485 24.000 m | 2.60000 62.40| 2.61000 62.64| SIGNAL CABLE, 5C 14GA. | | | 0070 805-78490 192.000 m | 3.00000 576.00| 3.01000 577.92| SIGNAL CABLE, 7C 14GA. | | | 0071 805-78500 161.000 m | 3.80000 611.80| 3.77000 606.97| SIGNAL CABLE, 11C 14GA. | | | 0072 805-78510 760.000 m | 2.30000 1748.00| 2.32000 1763.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0073 805-78785 10.000 EACH| 520.00000 5200.00| 525.88000 5258.80| SIGNAL DETECTOR HOUSING | | | 0074 805-78795 476.000 m | 13.10000 6235.60| 13.13000 6249.88| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0075 805-81032 4.000 EACH| 2470.00000 9880.00| 2467.09000 9868.36| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0076 805-97505 1.000 EACH| 690.00000 690.00| 689.56000 689.56| MODIFY A FOUNDATION TO P1 FOUNDATION | | | 0077 808-06701 24.000 m | 1.60000 38.40| 3.68000 88.32| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 434 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 515,418.33 ROUTE : SOUTHEASTERN AVENUE CALL ORDER : 434 CONTRACT ID : B -25404-A COUNTIES : MARION LETTING DATE : 03/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0999231 | |ATLAS EXCAVATING, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06703 201.200 m | 1.10000 221.32| 3.68000 740.42| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-75245 191.600 m | 1.10000 210.76| 3.68000 705.09| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75297 10.220 m | 10.60000 108.33| 23.10000 236.08| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0081 808-75320 2.000 EACH| 52.00000 104.00| 105.00000 210.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0082 808-75325 2.000 EACH| 70.00000 140.00| 126.00000 252.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0083 723-06927 19.000 m | 8300.00000 157700.00| 10035.40000 190672.60| STRUCTURE, PRECAST THREE-SIDED, 8535 mm | | | X 3048 mm | | | SECTION TOTALS | $ 510,943.05| $ 526,535.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 510,943.05| $ 526,535.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,337.92 ROUTE : SR 152 CALL ORDER : 440 CONTRACT ID : B -25411-B COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N881007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,002,215.50 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 1,034,062.02 103.1776% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 1500.00000 9000.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 29000.00000 29000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 75000.00000 75000.00| 126250.00000 126250.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 619-51860 LUMP| 45000.00000 45000.00| 16000.00000 16000.00| PAINT STEEL BRIDGE, PORTIONS | | | 0006 619-60999 LUMP| 37500.00000 37500.00| 94456.00000 94456.00| CLEAN STEEL BRIDGE, PARTIAL | | | 0007 619-93423 LUMP| 7500.00000 7500.00| 22000.00000 22000.00| POLLUTION CONTROL | | | 0008 702-51005 1.600 CYS | 2500.00000 4000.00| 1000.00000 1600.00| CONCRETE, A, SUBSTRUCTURE | | | 0009 702-51863 44.000 EACH| 20.00000 880.00| 23.00000 1012.00| FIELD DRILLED HOLE IN CONCRETE | | | 0010 702-93722 73.700 CYS | 1750.00000 128975.00| 1000.00000 73700.00| CONCRETE, C | | | 0011 703-51032 2627.000 LBS | 1.50000 3940.50| 2.76000 7250.52| REINFORCING STEEL, EPOXY COATED | | | 0012 711-51038 LUMP| 236000.00000 236000.00| 140000.00000 140000.00| STRUCTURAL STEEL | | | 0013 711-51864 1818.000 EACH| 12.00000 21816.00| 35.00000 63630.00| DRILLED HOLE | | | 0014 711-51866 4056.000 EACH| 33.00000 133848.00| 30.00000 121680.00| RIVET, REMOVE | | | 0015 711-51877 LUMP| 125000.00000 125000.00| 191000.00000 191000.00| JACKING AND SUPPORTING BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,337.92 ROUTE : SR 152 CALL ORDER : 440 CONTRACT ID : B -25411-B COUNTIES : LAKE LETTING DATE : 03/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 711-96801 1408.000 EACH| 11.00000 15488.00| 32.50000 45760.00| SHEAR CONNECTOR, 7/8 IN. STUD | | | 0017 724-51925 432.700 LFT | 160.00000 69232.00| 125.00000 54087.50| STRUCTURAL EXPANSION JOINT, SS | | | 0018 801-04308 5.000 EACH| 85.00000 425.00| 85.00000 425.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 8.000 EACH| 47.00000 376.00| 47.00000 376.00| BARRICADE, IIIA | | | 0020 801-06625 35.000 EACH| 51.00000 1785.00| 51.00000 1785.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 20.000 EACH| 74.00000 1480.00| 74.00000 1480.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 825.00000 825.00| 1825.00000 1825.00| MAINTAINING TRAFFIC | | | 0023 801-09133 3.000 EACH| 1915.00000 5745.00| 1915.00000 5745.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,002,215.50| $ 1,034,062.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,002,215.50| $ 1,034,062.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 444 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 52 CALL ORDER : 444 CONTRACT ID : B -25461-A COUNTIES : TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 484,000.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 526,000.02 108.6776% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 559,000.00 115.4958% 4 35-2019240 CENTRAL PAINTING, INC. $ 640,000.00 132.2314% 5 36-2726271 DAGLAS, A.G. PAINTING CO $ 761,000.00 157.2314% 6 35-1841931 VENUS PAINTING COMPANY $ 783,000.00 161.7768% 7 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL $ 986,870.00 203.8987% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 446 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,560.00 ROUTE : SR 63, 163 AND 42 CALL ORDER : 446 CONTRACT ID : B -25462-A COUNTIES : CLAY VERMILLION LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION $ 159,540.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 186,900.00 117.1493% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 232,000.00 145.4180% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 258,400.00 161.9656% 5 35-1841931 VENUS PAINTING COMPANY $ 264,000.00 165.4757% 6 36-2726271 DAGLAS, A.G. PAINTING CO $ 276,200.00 173.1227% 7 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL $ 317,265.00 198.8623% 8 35-1645115 THREE STAR PAINTING $ 333,480.00 209.0259% ==================================================================================================================================== |(1) 35-1685251 |(2) 35-2019240 |(3) 35-1602596 |ATLAS OF LAKE STATION |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 30000.00000 30000.00| 6000.00000 6000.00| 11600.00000 11600.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-04414 12.000 EACH| 20.00000 240.00| 50.00000 600.00| 1.00000 12.00 DRAIN EXTENSION | | | 0003 619-51859 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 20993.00000 20993.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0004 619-51859 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 21350.00000 21350.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 8425.00000 8425.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0006 619-60806 LUMP| 1300.00000 1300.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0007 619-60806 LUMP| 1500.00000 1500.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0008 619-60806 LUMP| 2500.00000 2500.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0009 619-61000 LUMP| 20000.00000 20000.00| 70000.00000 70000.00| 27490.00000 27490.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0010 619-61000 LUMP| 15000.00000 15000.00| 62000.00000 62000.00| 70000.00000 70000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 446 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,560.00 ROUTE : SR 63, 163 AND 42 CALL ORDER : 446 CONTRACT ID : B -25462-A COUNTIES : CLAY VERMILLION LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-2019240 |(3) 35-1602596 |ATLAS OF LAKE STATION |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 619-61000 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 68830.00000 68830.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0012 619-93423 LUMP| 2000.00000 2000.00| 300.00000 300.00| 500.00000 500.00 POLLUTION CONTROL , STR NO 1 | | | 0013 619-93423 LUMP| 2000.00000 2000.00| 300.00000 300.00| 500.00000 500.00 POLLUTION CONTROL , STR NO 2 | | | 0014 619-93423 LUMP| 2000.00000 2000.00| 300.00000 300.00| 500.00000 500.00 POLLUTION CONTROL , STR NO 3 | | | 0015 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 159,540.00| $ 186,900.00| $ 232,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,540.00| $ 186,900.00| $ 232,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 446 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,560.00 ROUTE : SR 63, 163 AND 42 CALL ORDER : 446 CONTRACT ID : B -25462-A COUNTIES : CLAY VERMILLION LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1841931 |(6) 36-2726271 |EAGLE PAINTING & MAINTENANCE|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 110-01001 LUMP| 20000.00000 20000.00| 14480.00000 14480.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-04414 12.000 EACH| 200.00000 2400.00| 10.00000 120.00| 100.00000 1200.00 DRAIN EXTENSION | | | 0003 619-51859 LUMP| 46500.00000 46500.00| 10000.00000 10000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0004 619-51859 LUMP| 35000.00000 35000.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0006 619-60806 LUMP| 2000.00000 2000.00| 600.00000 600.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0007 619-60806 LUMP| 4000.00000 4000.00| 600.00000 600.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0008 619-60806 LUMP| 2000.00000 2000.00| 600.00000 600.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0009 619-61000 LUMP| 46500.00000 46500.00| 77000.00000 77000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0010 619-61000 LUMP| 39000.00000 39000.00| 97000.00000 97000.00| 90000.00000 90000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0011 619-61000 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 25000.00000 25000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0012 619-93423 LUMP| 5000.00000 5000.00| 600.00000 600.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 1 | | | 0013 619-93423 LUMP| 8000.00000 8000.00| 600.00000 600.00| 10000.00000 10000.00 POLLUTION CONTROL , STR NO 2 | | | 0014 619-93423 LUMP| 5000.00000 5000.00| 600.00000 600.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 3 | | | 0015 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 500.00000 500.00 SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 500.00000 500.00 SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 258,400.00| $ 264,000.00| $ 276,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,400.00| $ 264,000.00| $ 276,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 446 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,560.00 ROUTE : SR 63, 163 AND 42 CALL ORDER : 446 CONTRACT ID : B -25462-A COUNTIES : CLAY VERMILLION LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1131315 |(8) 35-1645115 | |FIVE STAR PAINTING, INC. |THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 25000.00000 25000.00| 16650.00000 16650.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-04414 12.000 EACH| 25.00000 300.00| 40.00000 480.00| DRAIN EXTENSION | | | 0003 619-51859 LUMP| 24733.00000 24733.00| 29598.00000 29598.00| PAINT STEEL BRIDGE , STR NO 1 | | | 0004 619-51859 LUMP| 56255.00000 56255.00| 11988.00000 11988.00| PAINT STEEL BRIDGE , STR NO 2 | | | 0005 619-51859 LUMP| 9500.00000 9500.00| 11544.00000 11544.00| PAINT STEEL BRIDGE , STR NO 3 | | | 0006 619-60806 LUMP| 1000.00000 1000.00| 2257.00000 2257.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0007 619-60806 LUMP| 5000.00000 5000.00| 999.00000 999.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0008 619-60806 LUMP| 900.00000 900.00| 962.00000 962.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0009 619-61000 LUMP| 49467.00000 49467.00| 135420.00000 135420.00| CLEAN STEEL BRIDGE , STR NO 1 | | | 0010 619-61000 LUMP| 112510.00000 112510.00| 59940.00000 59940.00| CLEAN STEEL BRIDGE , STR NO 2 | | | 0011 619-61000 LUMP| 29000.00000 29000.00| 57720.00000 57720.00| CLEAN STEEL BRIDGE , STR NO 3 | | | 0012 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| POLLUTION CONTROL , STR NO 1 | | | 0013 619-93423 LUMP| 1000.00000 1000.00| 999.00000 999.00| POLLUTION CONTROL , STR NO 2 | | | 0014 619-93423 LUMP| 1000.00000 1000.00| 962.00000 962.00| POLLUTION CONTROL , STR NO 3 | | | 0015 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 100.00000 100.00| 999.00000 999.00| SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 200.00000 200.00| 962.00000 962.00| SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 317,265.00| $ 333,480.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,265.00| $ 333,480.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 448 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 139,300.00 ROUTE : SR 63 AND US 231 CALL ORDER : 448 CONTRACT ID : B -25463-A COUNTIES : WARREN TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 108,700.00 100.0000% 2 35-1685251 ATLAS OF LAKE STATION $ 125,000.00 114.9954% 3 35-1645115 THREE STAR PAINTING $ 136,000.55 125.1155% 4 35-1131315 FIVE STAR PAINTING, INC. $ 136,191.00 125.2907% 5 36-3350477 EAGLE PAINTING & MAINTENANCE $ 138,000.00 126.9549% 6 35-1841931 VENUS PAINTING COMPANY $ 166,400.00 153.0818% 7 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 179,000.00 164.6734% 8 35-1778430 SPANOS, N.I. PAINTING, INC. $ 192,000.00 176.6329% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1685251 |(3) 35-1645115 |CENTRAL PAINTING, INC. |ATLAS OF LAKE STATION |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| 6800.00000 6800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 8000.00000 8000.00| 12000.00000 12000.00| 4709.32000 4709.32 PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 3000.00000 3000.00| 12000.00000 12000.00| 4709.32000 4709.32 PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 11253.44000 11253.44 PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 392.45000 392.45 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0006 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 392.45000 392.45 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 937.79000 937.79 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0008 619-61000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 23546.60000 23546.60 CLEAN STEEL BRIDGE , STR NO 1 | | | 0009 619-61000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 23546.60000 23546.60 CLEAN STEEL BRIDGE , STR NO 2 | | | 0010 619-61000 LUMP| 45000.00000 45000.00| 20000.00000 20000.00| 56267.20000 56267.20 CLEAN STEEL BRIDGE , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 448 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 139,300.00 ROUTE : SR 63 AND US 231 CALL ORDER : 448 CONTRACT ID : B -25463-A COUNTIES : WARREN TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1685251 |(3) 35-1645115 |CENTRAL PAINTING, INC. |ATLAS OF LAKE STATION |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 619-93423 LUMP| 300.00000 300.00| 1500.00000 1500.00| 392.45000 392.45 POLLUTION CONTROL , STR NO 1 | | | 0012 619-93423 LUMP| 300.00000 300.00| 1500.00000 1500.00| 392.45000 392.45 POLLUTION CONTROL , STR NO 2 | | | 0013 619-93423 LUMP| 300.00000 300.00| 1500.00000 1500.00| 937.79000 937.79 POLLUTION CONTROL , STR NO 3 | | | 0014 709-51821 LUMP| 900.00000 900.00| 500.00000 500.00| 392.45000 392.45 SURFACE SEAL , STR NO 1 | | | 0015 709-51821 LUMP| 200.00000 200.00| 500.00000 500.00| 392.45000 392.45 SURFACE SEAL , STR NO 2 | | | 0016 709-51821 LUMP| 200.00000 200.00| 500.00000 500.00| 937.79000 937.79 SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 108,700.00| $ 125,000.00| $ 136,000.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,700.00| $ 125,000.00| $ 136,000.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 448 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 139,300.00 ROUTE : SR 63 AND US 231 CALL ORDER : 448 CONTRACT ID : B -25463-A COUNTIES : WARREN TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 36-3350477 |(6) 35-1841931 |FIVE STAR PAINTING, INC. |EAGLE PAINTING & MAINTENANCE|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 110-01001 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 12712.00000 12712.00| 15000.00000 15000.00| 6000.00000 6000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 12712.00000 12712.00| 15000.00000 15000.00| 6000.00000 6000.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 16274.00000 16274.00| 23500.00000 23500.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-60806 LUMP| 500.00000 500.00| 1500.00000 1500.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0006 619-60806 LUMP| 500.00000 500.00| 1500.00000 1500.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 2000.00000 2000.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0008 619-61000 LUMP| 25423.00000 25423.00| 15000.00000 15000.00| 33000.00000 33000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0009 619-61000 LUMP| 25423.00000 25423.00| 15000.00000 15000.00| 33000.00000 33000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0010 619-61000 LUMP| 32547.00000 32547.00| 23500.00000 23500.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0011 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 600.00000 600.00 POLLUTION CONTROL , STR NO 1 | | | 0012 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 600.00000 600.00 POLLUTION CONTROL , STR NO 2 | | | 0013 619-93423 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 600.00000 600.00 POLLUTION CONTROL , STR NO 3 | | | 0014 709-51821 LUMP| 200.00000 200.00| 1000.00000 1000.00| 600.00000 600.00 SURFACE SEAL , STR NO 1 | | | 0015 709-51821 LUMP| 200.00000 200.00| 1000.00000 1000.00| 600.00000 600.00 SURFACE SEAL , STR NO 2 | | | 0016 709-51821 LUMP| 200.00000 200.00| 1000.00000 1000.00| 600.00000 600.00 SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 136,191.00| $ 138,000.00| $ 166,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 136,191.00| $ 138,000.00| $ 166,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 448 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 139,300.00 ROUTE : SR 63 AND US 231 CALL ORDER : 448 CONTRACT ID : B -25463-A COUNTIES : WARREN TIPPECANOE LETTING DATE : 03/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 35-1778430 | |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 110-01001 LUMP| 8950.00000 8950.00| 9500.00000 9500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0006 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0008 619-61000 LUMP| 20375.00000 20375.00| 27000.00000 27000.00| CLEAN STEEL BRIDGE , STR NO 1 | | | 0009 619-61000 LUMP| 20375.00000 20375.00| 27000.00000 27000.00| CLEAN STEEL BRIDGE , STR NO 2 | | | 0010 619-61000 LUMP| 85000.00000 85000.00| 78000.00000 78000.00| CLEAN STEEL BRIDGE , STR NO 3 | | | 0011 619-93423 LUMP| 500.00000 500.00| 2000.00000 2000.00| POLLUTION CONTROL , STR NO 1 | | | 0012 619-93423 LUMP| 500.00000 500.00| 2000.00000 2000.00| POLLUTION CONTROL , STR NO 2 | | | 0013 619-93423 LUMP| 500.00000 500.00| 2000.00000 2000.00| POLLUTION CONTROL , STR NO 3 | | | 0014 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| SURFACE SEAL , STR NO 1 | | | 0015 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| SURFACE SEAL , STR NO 2 | | | 0016 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| SURFACE SEAL , STR NO 3 | | | SECTION TOTALS | $ 179,000.00| $ 192,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,000.00| $ 192,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 454 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,800.00 ROUTE : SR 19 CALL ORDER : 454 CONTRACT ID : B -25482-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 80,264.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 96,200.00 119.8544% 3 35-1685251 ATLAS OF LAKE STATION $ 99,000.00 123.3429% 4 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 99,000.00 123.3429% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 117,456.00 146.3370% 6 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL $ 118,000.00 147.0148% 7 35-1841931 VENUS PAINTING COMPANY $ 119,000.00 148.2607% 8 36-3350477 EAGLE PAINTING & MAINTENANCE $ 134,000.00 166.9490% 9 35-1645115 THREE STAR PAINTING $ 143,001.08 178.1634% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 1500.00000 1500.00| 500.00000 500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0003 619-60806 LUMP| 1500.00000 1500.00| 500.00000 500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0004 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 1 | | | 0005 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 2 | | | 0006 619-95457 LUMP| 35482.00000 35482.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | 0007 619-95457 LUMP| 35482.00000 35482.00| 45000.00000 45000.00| 35000.00000 35000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0008 709-51821 LUMP| 150.00000 150.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 1 | | | 0009 709-51821 LUMP| 150.00000 150.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 454 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,800.00 ROUTE : SR 19 CALL ORDER : 454 CONTRACT ID : B -25482-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 80,264.00| $ 96,200.00| $ 99,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 80,264.00| $ 96,200.00| $ 99,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 454 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,800.00 ROUTE : SR 19 CALL ORDER : 454 CONTRACT ID : B -25482-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-1778430 |(6) 36-2726271 |ICARUS INDUSTRIAL PAINTING &|SPANOS, N.I. PAINTING, INC. |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 110-01001 LUMP| 4950.00000 4950.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0003 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0004 619-93423 LUMP| 500.00000 500.00| 2000.00000 2000.00| 6000.00000 6000.00 POLLUTION CONTROL , STR NO 1 | | | 0005 619-93423 LUMP| 500.00000 500.00| 2000.00000 2000.00| 6000.00000 6000.00 POLLUTION CONTROL , STR NO 2 | | | 0006 619-95457 LUMP| 61000.00000 61000.00| 47000.00000 47000.00| 47500.00000 47500.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | 0007 619-95457 LUMP| 30850.00000 30850.00| 58456.00000 58456.00| 47500.00000 47500.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0008 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 1 | | | 0009 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 2 | | | SECTION TOTALS | $ 99,000.00| $ 117,456.00| $ 118,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,000.00| $ 117,456.00| $ 118,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 454 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,800.00 ROUTE : SR 19 CALL ORDER : 454 CONTRACT ID : B -25482-A COUNTIES : ELKHART LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1841931 |(8) 36-3350477 |(9) 35-1645115 |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE|THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 7150.00000 7150.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 500.00000 500.00| 5000.00000 5000.00| 905.68000 905.68 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0003 619-60806 LUMP| 500.00000 500.00| 5000.00000 5000.00| 905.68000 905.68 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0004 619-93423 LUMP| 500.00000 500.00| 3000.00000 3000.00| 905.68000 905.68 POLLUTION CONTROL , STR NO 1 | | | 0005 619-93423 LUMP| 500.00000 500.00| 3000.00000 3000.00| 905.68000 905.68 POLLUTION CONTROL , STR NO 2 | | | 0006 619-95457 LUMP| 53000.00000 53000.00| 48000.00000 48000.00| 65208.50000 65208.50 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | 0007 619-95457 LUMP| 53000.00000 53000.00| 53000.00000 53000.00| 65208.50000 65208.50 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0008 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 905.68000 905.68 SURFACE SEAL , STR NO 1 | | | 0009 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 905.68000 905.68 SURFACE SEAL , STR NO 2 | | | SECTION TOTALS | $ 119,000.00| $ 134,000.00| $ 143,001.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,000.00| $ 134,000.00| $ 143,001.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 456 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,725.00 ROUTE : SR 1, US 30, I-69 CALL ORDER : 456 CONTRACT ID : B -25483-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 82,384.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 119,000.00 144.4455% 3 35-1685251 ATLAS OF LAKE STATION $ 120,500.00 146.2662% 4 35-2019240 CENTRAL PAINTING, INC. $ 123,900.00 150.3932% 5 35-1841931 VENUS PAINTING COMPANY $ 136,000.00 165.0805% 6 36-3350477 EAGLE PAINTING & MAINTENANCE $ 144,000.00 174.7912% 7 35-1645115 THREE STAR PAINTING $ 149,459.89 181.4185% 8 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL $ 163,500.00 198.4608% 9 35-1778430 SPANOS, N.I. PAINTING, INC. $ 179,456.00 217.8287% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 6000.00000 6000.00| 5950.00000 5950.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 POLLUTION CONTROL STR. NO. 1 | | | 0006 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 POLLUTION CONTROL STR. NO. 2 | | | 0007 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 POLLUTION CONTROL STR. NO. 3 | | | 0008 619-95457 LUMP| 44462.00000 44462.00| 69603.00000 69603.00| 29500.00000 29500.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0009 619-95457 LUMP| 13252.00000 13252.00| 20251.00000 20251.00| 29500.00000 29500.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 456 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,725.00 ROUTE : SR 1, US 30, I-69 CALL ORDER : 456 CONTRACT ID : B -25483-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 619-95457 LUMP| 13720.00000 13720.00| 19896.00000 19896.00| 29500.00000 29500.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0011 709-51821 LUMP| 150.00000 150.00| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 1 | | | 0012 709-51821 LUMP| 150.00000 150.00| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 2 | | | 0013 709-51821 LUMP| 150.00000 150.00| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 3 | | | SECTION TOTALS | $ 82,384.00| $ 119,000.00| $ 120,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,384.00| $ 119,000.00| $ 120,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 456 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,725.00 ROUTE : SR 1, US 30, I-69 CALL ORDER : 456 CONTRACT ID : B -25483-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 |(5) 35-1841931 |(6) 36-3350477 |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 3600.00000 3600.00| 15600.00000 15600.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 500.00000 500.00| 600.00000 600.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 500.00000 500.00| 600.00000 600.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 600.00000 600.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-93423 LUMP| 300.00000 300.00| 600.00000 600.00| 5000.00000 5000.00 POLLUTION CONTROL STR. NO. 1 | | | 0006 619-93423 LUMP| 300.00000 300.00| 600.00000 600.00| 3000.00000 3000.00 POLLUTION CONTROL STR. NO. 2 | | | 0007 619-93423 LUMP| 300.00000 300.00| 600.00000 600.00| 3000.00000 3000.00 POLLUTION CONTROL STR. NO. 3 | | | 0008 619-95457 LUMP| 69000.00000 69000.00| 69000.00000 69000.00| 63000.00000 63000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0009 619-95457 LUMP| 24000.00000 24000.00| 23000.00000 23000.00| 21000.00000 21000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0010 619-95457 LUMP| 24000.00000 24000.00| 23000.00000 23000.00| 20000.00000 20000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0011 709-51821 LUMP| 300.00000 300.00| 600.00000 600.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 1 | | | 0012 709-51821 LUMP| 300.00000 300.00| 600.00000 600.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 2 | | | 0013 709-51821 LUMP| 300.00000 300.00| 600.00000 600.00| 1000.00000 1000.00 SURFACE SEAL STR. NO. 3 | | | SECTION TOTALS | $ 123,900.00| $ 136,000.00| $ 144,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 123,900.00| $ 136,000.00| $ 144,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/01 PAGE : 456 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,725.00 ROUTE : SR 1, US 30, I-69 CALL ORDER : 456 CONTRACT ID : B -25483-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 03/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1645115 |(8) 36-2726271 |(9) 35-1778430 |THREE STAR PAINTING |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 110-01001 LUMP| 7475.00000 7475.00| 15000.00000 15000.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 1166.20000 1166.20| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 384.85000 384.85| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 342.09000 342.09| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-93423 LUMP| 1166.20000 1166.20| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL STR. NO. 1 | | | 0006 619-93423 LUMP| 384.85000 384.85| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL STR. NO. 2 | | | 0007 619-93423 LUMP| 342.09000 342.09| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL STR. NO. 3 | | | 0008 619-95457 LUMP| 83966.40000 83966.40| 80000.00000 80000.00| 107000.00000 107000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0009 619-95457 LUMP| 27708.92000 27708.92| 35000.00000 35000.00| 30000.00000 30000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0010 619-95457 LUMP| 24630.15000 24630.15| 23000.00000 23000.00| 24000.00000 24000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0011 709-51821 LUMP| 1166.20000 1166.20| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STR. NO. 1 | | | 0012 709-51821 LUMP| 384.85000 384.85| 500.00000 500.00| 628.00000 628.00 SURFACE SEAL STR. NO. 2 | | | 0013 709-51821 LUMP| 342.09000 342.09| 500.00000 500.00| 628.00000 628.00 SURFACE SEAL STR. NO. 3 | | | SECTION TOTALS | $ 149,459.89| $ 163,500.00| $ 179,456.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,459.89| $ 163,500.00| $ 179,456.00 ====================================================================================================================================