INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9911008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 793,520.76 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 820,615.65 103.4145% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 869,210.35 109.5384% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 870,984.32 109.7620% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 878,179.54 110.6687% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 929,283.17 117.1088% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1212938 |(3) 35-0918397 |CLR, INC. |ATLAS EXCAVATING, 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 105-06845 LUMP| 11200.00000 11200.00| 12000.00000 12000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1200.00000 14400.00| 2000.00000 24000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 38450.00000 38450.00| 40000.00000 40000.00| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7650.00000 7650.00| 10000.00000 10000.00| 8600.00000 8600.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 71000.00000 71000.00| 73500.00000 73500.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-52710 12.800 m2 | 37.00000 473.60| 20.00000 256.00| 15.00000 192.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 200.000 m2 | 9.00000 1800.00| 10.50000 2100.00| 12.00000 2400.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1232.000 m3 | 9.15000 11272.80| 16.00000 19712.00| 9.50000 11704.00 EXCAVATION, COMMON | | | 0009 203-02070 8308.000 m3 | 9.45000 78510.60| 10.50000 87234.00| 11.00000 91388.00 BORROW | | | 0010 205-03371 125.000 m3 | 1.90000 237.50| 15.00000 1875.00| 20.00000 2500.00 SEDIMENT REMOVE | | | 0011 205-06931 203.000 Mg | 14.00000 2842.00| 21.00000 4263.00| 19.00000 3857.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 6.000 Mg | 46.00000 276.00| 50.00000 300.00| 32.00000 192.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 556.000 m | 5.00000 2780.00| 6.20000 3447.20| 5.58000 3102.48 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1212938 |(3) 35-0918397 |CLR, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51225 38.400 m3 | 75.00000 2880.00| 60.00000 2304.00| 38.00000 1459.20 EXCAVATION, DRY | | | 0015 211-02060 58.500 m3 | 42.00000 2457.00| 33.00000 1930.50| 30.00000 1755.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 13.000 m3 | 90.00000 1170.00| 95.00000 1235.00| 45.00000 585.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 402-05474 537.000 Mg | 62.00000 33294.00| 58.50000 31414.50| 56.00000 30072.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 249.500 Mg | 83.00000 20708.50| 78.00000 19461.00| 68.00000 16966.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 16.000 Mg | 162.00000 2592.00| 115.00000 1840.00| 186.00000 2976.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 525.000 m2 | 4.88000 2562.00| 5.20000 2730.00| 5.00000 2625.00 SEAL COAT, 2 | | | 0021 404-05514 71.000 m2 | 10.47000 743.37| 7.70000 546.70| 34.00000 2414.00 SEAL COAT, 5 | | | 0022 405-05518 3322.000 m2 | 0.68000 2258.96| 0.70000 2325.40| 0.60000 1993.20 ASPHALT FOR PRIME COAT | | | 0023 406-05520 13.800 Mg | 253.00000 3491.40| 275.00000 3795.00| 224.00000 3091.20 ASPHALT FOR TACK COAT | | | 0024 501-05090 106.700 m2 | 95.00000 10136.50| 58.00000 6188.60| 75.00000 8002.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-02103 22.860 m | 50.00000 1143.00| 47.00000 1074.42| 45.15000 1032.13 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING (R = 14.5m) | | | 0026 601-02103 45.720 m | 50.00000 2286.00| 47.00000 2148.84| 45.15000 2064.26 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING (R = 16.5m) | | | 0027 601-02169 4.860 m | 55.00000 267.30| 39.50000 191.97| 38.00000 184.68 GUARDRAIL, W BEAM, MODIFIED 1.62m | | | SPACING | | | 0028 601-02800 4.000 EACH| 1000.00000 4000.00| 925.00000 3700.00| 900.00000 3600.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-06037 4.000 EACH| 925.00000 3700.00| 640.00000 2560.00| 615.00000 2460.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 40.005 m | 35.00000 1400.18| 33.00000 1320.17| 31.75000 1270.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 604-91531 41.300 m2 | 68.00000 2808.40| 55.00000 2271.50| 50.00000 2065.00 SIDEWALK, CONCRETE, 100 mm | | | 0032 610-05527 133.000 Mg | 135.00000 17955.00| 130.00000 17290.00| 152.00000 20216.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1212938 |(3) 35-0918397 |CLR, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 610-06460 2083.000 Mg | 17.00000 35411.00| 12.50000 26037.50| 15.00000 31245.00 COMPACTED AGGREGATE, O | | | 0034 611-06497 3.000 EACH| 240.00000 720.00| 185.00000 555.00| 165.00000 495.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 616-02320 830.000 m2 | 2.90000 2407.00| 4.10000 3403.00| 3.00000 2490.00 GEOTEXTILES | | | 0036 616-06405 145.000 Mg | 23.00000 3335.00| 19.00000 2755.00| 17.50000 2537.50 RIPRAP, REVETMENT | | | 0037 616-51367 300.400 m2 | 44.00000 13217.60| 29.00000 8711.60| 87.00000 26134.80 SLOPEWALL, CONCRETE, 100 mm | | | 0038 621-01004 2.000 EACH| 665.00000 1330.00| 625.00000 1250.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01371 34.000 kg | 13.50000 459.00| 49.00000 1666.00| 12.06000 410.04 SEED MIXTURE, LEGUME, 2 | | | 0040 621-06545 0.600 Mg | 1190.00000 714.00| 830.00000 498.00| 795.00000 477.00 FERTILIZER | | | 0041 621-06553 29.000 kg | 13.00000 377.00| 31.00000 899.00| 8.36000 242.44 SEED MIXTURE, R | | | 0042 621-06565 2.100 Mg | 900.00000 1890.00| 630.00000 1323.00| 606.00000 1272.60 MULCHING MATERIAL | | | 0043 621-06567 67.000 kL | 0.61000 40.87| 0.80000 53.60| 0.55000 36.85 WATER | | | 0044 621-06575 3700.000 m2 | 3.40000 12580.00| 4.90000 18130.00| 3.64000 13468.00 SODDING, NURSERY | | | 0045 622-52436 4.000 EACH| 27.00000 108.00| 27.00000 108.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 67.000 EACH| 11.00000 737.00| 10.40000 696.80| 9.85000 659.95 SEEDLING | | | 0047 622-98200 4.000 EACH| 27.00000 108.00| 27.00000 108.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0048 701-51195 271.000 m | 150.00000 40650.00| 110.00000 29810.00| 120.00000 32520.00 PILE, STEEL H, HP 310 X 79 | | | 0049 702-51005 77.900 m3 | 560.00000 43624.00| 450.00000 35055.00| 690.00000 53751.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 3.900 m3 | 1600.00000 6240.00| 800.00000 3120.00| 950.00000 3705.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 4572.000 kg | 1.88000 8595.36| 1.50000 6858.00| 1.20000 5486.40 REINFORCING STEEL | | | 0052 703-51032 13647.000 kg | 1.96000 26748.12| 1.60000 21835.20| 1.30000 17741.10 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1212938 |(3) 35-0918397 |CLR, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 704-51002 137.100 m3 | 485.00000 66493.50| 390.00000 53469.00| 590.00000 80889.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-51020 10.600 m3 | 600.00000 6360.00| 550.00000 5830.00| 600.00000 6360.00 CONCRETE, C, RAILING | | | 0055 706-98353 91.800 m | 310.00000 28458.00| 255.00000 23409.00| 246.50000 22628.70 RAILING, CURB MOUNT, 2 TUBE @3060 | | | SPACING | | | 0056 707-05967 287.000 m2 | 350.00000 100450.00| 570.00000 163590.00| 310.00000 88970.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0057 709-51821 LUMP| 2700.00000 2700.00| 5000.00000 5000.00| 2440.00000 2440.00 SURFACE SEAL | | | 0058 714-04802 7.160 m2 | 600.00000 4296.00| 475.00000 3401.00| 345.00000 2470.20 CONCRETE MODULAR BLOCK WALL | | | 0059 715-05119 92.500 m | 95.00000 8787.50| 125.00000 11562.50| 60.00000 5550.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0060 715-05169 19.000 m | 100.00000 1900.00| 130.00000 2470.00| 60.00000 1140.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05407 37.500 m | 32.00000 1200.00| 40.00000 1500.00| 30.00000 1125.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46005 12.000 EACH| 260.00000 3120.00| 235.00000 2820.00| 275.00000 3300.00 PIPE END SECTION, 375 mm | | | 0063 801-04308 5.000 EACH| 444.00000 2220.00| 475.00000 2375.00| 405.00000 2025.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 10.000 EACH| 120.00000 1200.00| 140.00000 1400.00| 110.00000 1100.00 BARRICADE, IIIA | | | 0065 801-06625 25.000 EACH| 105.00000 2625.00| 125.00000 3125.00| 110.00000 2750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 14.000 EACH| 110.00000 1540.00| 140.00000 1960.00| 95.00000 1330.00 CONSTRUCTION SIGN, A | | | 0067 802-76025 5.820 m2 | 200.00000 1164.00| 190.00000 1105.80| 181.00000 1053.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76055 38.600 m | 19.50000 752.70| 18.50000 714.10| 17.65000 681.29 SIGN POST, A | | | 0069 808-06726 38.500 m | 16.00000 616.00| 15.50000 596.75| 14.50000 558.25 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 793,520.76| $ 820,615.65| $ 869,210.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,520.76| $ 820,615.65| $ 869,210.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-2040801 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 13975.13000 13975.13| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1800.00000 21600.00| 1415.53000 16986.36| 1750.00000 21000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 43500.00000 43500.00| 43908.00000 43908.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 9340.44000 9340.44| 16320.00000 16320.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 110000.00000 110000.00| 70939.82000 70939.82| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-52710 12.800 m2 | 10.00000 128.00| 62.84000 804.35| 15.00000 192.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 200.000 m2 | 12.00000 2400.00| 11.93000 2386.00| 8.00000 1600.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1232.000 m3 | 11.00000 13552.00| 11.79000 14525.28| 9.50000 11704.00 EXCAVATION, COMMON | | | 0009 203-02070 8308.000 m3 | 13.50000 112158.00| 13.65000 113404.20| 11.00000 91388.00 BORROW | | | 0010 205-03371 125.000 m3 | 20.00000 2500.00| 35.12000 4390.00| 25.00000 3125.00 SEDIMENT REMOVE | | | 0011 205-06931 203.000 Mg | 25.00000 5075.00| 42.47000 8621.41| 36.00000 7308.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 6.000 Mg | 25.00000 150.00| 141.57000 849.42| 135.00000 810.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 556.000 m | 6.50000 3614.00| 6.70000 3725.20| 5.50000 3058.00 TEMPORARY SILT FENCE | | | 0014 206-51225 38.400 m3 | 300.00000 11520.00| 56.00000 2150.40| 50.00000 1920.00 EXCAVATION, DRY | | | 0015 211-02060 58.500 m3 | 32.50000 1901.25| 40.12000 2347.02| 43.00000 2515.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 13.000 m3 | 35.00000 455.00| 45.78000 595.14| 80.00000 1040.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 402-05474 537.000 Mg | 64.65000 34717.05| 65.70000 35280.90| 60.00000 32220.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 249.500 Mg | 86.80000 21656.60| 88.16000 21995.92| 80.00000 19960.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 16.000 Mg | 129.00000 2064.00| 131.27000 2100.32| 115.00000 1840.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 525.000 m2 | 5.60000 2940.00| 5.73000 3008.25| 5.00000 2625.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-2040801 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05514 71.000 m2 | 8.35000 592.85| 8.52000 604.92| 7.50000 532.50 SEAL COAT, 5 | | | 0022 405-05518 3322.000 m2 | 0.72000 2391.84| 0.73000 2425.06| 0.62000 2059.64 ASPHALT FOR PRIME COAT | | | 0023 406-05520 13.800 Mg | 290.00000 4002.00| 296.01000 4084.94| 253.00000 3491.40 ASPHALT FOR TACK COAT | | | 0024 501-05090 106.700 m2 | 66.00000 7042.20| 66.05000 7047.54| 80.00000 8536.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-02103 22.860 m | 52.00000 1188.72| 53.63000 1225.98| 46.00000 1051.56 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING (R = 14.5m) | | | 0026 601-02103 45.720 m | 52.00000 2377.44| 53.63000 2451.96| 46.00000 2103.12 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING (R = 16.5m) | | | 0027 601-02169 4.860 m | 44.00000 213.84| 49.80000 242.03| 40.00000 194.40 GUARDRAIL, W BEAM, MODIFIED 1.62m | | | SPACING | | | 0028 601-02800 4.000 EACH| 1035.00000 4140.00| 1050.80000 4203.20| 910.00000 3640.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-06037 4.000 EACH| 710.00000 2840.00| 718.05000 2872.20| 620.00000 2480.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 40.005 m | 36.50000 1460.18| 38.31000 1532.59| 32.00000 1280.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 604-91531 41.300 m2 | 40.00000 1652.00| 40.53000 1673.89| 115.00000 4749.50 SIDEWALK, CONCRETE, 100 mm | | | 0032 610-05527 133.000 Mg | 140.00000 18620.00| 142.86000 19000.38| 123.00000 16359.00 HMA FOR APPROACHES | | | 0033 610-06460 2083.000 Mg | 17.00000 35411.00| 23.75000 49471.25| 21.00000 43743.00 COMPACTED AGGREGATE, O | | | 0034 611-06497 3.000 EACH| 190.00000 570.00| 192.65000 577.95| 165.00000 495.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 616-02320 830.000 m2 | 3.50000 2905.00| 3.52000 2921.60| 3.00000 2490.00 GEOTEXTILES | | | 0036 616-06405 145.000 Mg | 25.00000 3625.00| 21.88000 3172.60| 18.00000 2610.00 RIPRAP, REVETMENT | | | 0037 616-51367 300.400 m2 | 50.00000 15020.00| 60.98000 18318.39| 75.00000 22530.00 SLOPEWALL, CONCRETE, 100 mm | | | 0038 621-01004 2.000 EACH| 690.00000 1380.00| 700.53000 1401.06| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-2040801 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01371 34.000 kg | 14.00000 476.00| 14.08000 478.72| 12.06000 410.04 SEED MIXTURE, LEGUME, 2 | | | 0040 621-06545 0.600 Mg | 915.00000 549.00| 929.18000 557.51| 795.00000 477.00 FERTILIZER | | | 0041 621-06553 29.000 kg | 9.60000 278.40| 9.78000 283.62| 8.36000 242.44 SEED MIXTURE, R | | | 0042 621-06565 2.100 Mg | 700.00000 1470.00| 707.86000 1486.51| 606.00000 1272.60 MULCHING MATERIAL | | | 0043 621-06567 67.000 kL | 63.00000 4221.00| 0.71000 47.57| 0.55000 36.85 WATER | | | 0044 621-06575 3700.000 m2 | 4.25000 15725.00| 4.26000 15762.00| 3.64000 13468.00 SODDING, NURSERY | | | 0045 622-52436 4.000 EACH| 30.00000 120.00| 29.19000 116.76| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 67.000 EACH| 11.40000 763.80| 11.50000 770.50| 9.85000 659.95 SEEDLING | | | 0047 622-98200 4.000 EACH| 30.00000 120.00| 31.52000 126.08| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0048 701-51195 271.000 m | 128.00000 34688.00| 91.30000 24742.30| 105.00000 28455.00 PILE, STEEL H, HP 310 X 79 | | | 0049 702-51005 77.900 m3 | 500.00000 38950.00| 611.94000 47670.13| 750.00000 58425.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 3.900 m3 | 500.00000 1950.00| 1020.14000 3978.55| 1250.00000 4875.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 4572.000 kg | 1.25000 5715.00| 1.40000 6400.80| 1.35000 6172.20 REINFORCING STEEL | | | 0052 703-51032 13647.000 kg | 1.35000 18423.45| 1.56000 21289.32| 1.55000 21152.85 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 137.100 m3 | 500.00000 68550.00| 552.42000 75736.78| 750.00000 102825.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-51020 10.600 m3 | 500.00000 5300.00| 447.96000 4748.38| 1135.00000 12031.00 CONCRETE, C, RAILING | | | 0055 706-98353 91.800 m | 300.00000 27540.00| 312.59000 28695.76| 250.00000 22950.00 RAILING, CURB MOUNT, 2 TUBE @3060 | | | SPACING | | | 0056 707-05967 287.000 m2 | 277.00000 79499.00| 420.93000 120806.91| 475.00000 136325.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0057 709-51821 LUMP| 3000.00000 3000.00| 3152.40000 3152.40| 2500.00000 2500.00 SURFACE SEAL | | | 0058 714-04802 7.160 m2 | 400.00000 2864.00| 435.76000 3120.04| 400.00000 2864.00 CONCRETE MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 818,119.79 ROUTE : LENA ROAD CALL ORDER : 301 CONTRACT ID : B -25332-A COUNTIES : CLAY PARKE LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-2040801 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05119 92.500 m | 65.00000 6012.50| 72.78000 6732.15| 60.00000 5550.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0060 715-05169 19.000 m | 65.00000 1235.00| 72.78000 1382.82| 60.00000 1140.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05407 37.500 m | 35.00000 1312.50| 24.67000 925.13| 45.00000 1687.50 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46005 12.000 EACH| 250.00000 3000.00| 321.08000 3852.96| 275.00000 3300.00 PIPE END SECTION, 375 mm | | | 0063 801-04308 5.000 EACH| 500.00000 2500.00| 472.86000 2364.30| 405.00000 2025.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 10.000 EACH| 135.00000 1350.00| 128.43000 1284.30| 110.00000 1100.00 BARRICADE, IIIA | | | 0065 801-06625 25.000 EACH| 110.00000 2750.00| 110.92000 2773.00| 95.00000 2375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 14.000 EACH| 115.00000 1610.00| 116.76000 1634.64| 100.00000 1400.00 CONSTRUCTION SIGN, A | | | 0067 802-76025 5.820 m2 | 210.00000 1222.20| 213.65000 1243.44| 181.00000 1053.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76055 38.600 m | 20.00000 772.00| 20.69000 798.63| 17.65000 681.29 SIGN POST, A | | | 0069 808-06726 38.500 m | 17.00000 654.50| 17.05000 656.43| 14.50000 558.25 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 870,984.32| $ 878,179.54| $ 929,283.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 870,984.32| $ 878,179.54| $ 929,283.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9970014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1201949 INTECH CONTRACTING, INC. $ 425,590.44 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 555,643.60 130.5582% 3 35-1801998 CLR, INC. $ 579,577.80 136.1820% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 617,000.00 144.9750% 5 35-1385672 FORCE CONSTRUCTION $ 790,956.35 185.8491% ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1447641 |(3) 35-1801998 |INTECH CONTRACTING, INC. |STRUCTURE CONTRACTORS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COVERED BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 2800.00000 2800.00| 3100.00000 3100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 750.00000 7500.00| 1200.00000 12000.00| 2500.00000 25000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 27000.00000 27000.00| 28400.00000 28400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 5600.00000 5600.00 CLEARING RIGHT OF WAY | | | 0005 202-07003 LUMP| 9000.00000 9000.00| 5500.00000 5500.00| 13200.00000 13200.00 REMOVE PRESENT DECK | | | 0006 202-07003 LUMP| 4000.00000 4000.00| 12000.00000 12000.00| 10200.00000 10200.00 REMOVE TREE | | | 0007 203-02000 80.000 CYS | 20.00000 1600.00| 50.00000 4000.00| 29.00000 2320.00 EXCAVATION, COMMON | | | 0008 203-02070 562.000 CYS | 10.00000 5620.00| 35.00000 19670.00| 18.00000 10116.00 BORROW | | | 0009 205-02224 660.000 LFT | 2.25000 1485.00| 2.00000 1320.00| 2.00000 1320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 210-05716 4.000 EACH| 3400.00000 13600.00| 5000.00000 20000.00| 5200.00000 20800.00 REINFORCE LOWER CHORD | | | 0011 210-05716 20.000 EACH| 3000.00000 60000.00| 4500.00000 90000.00| 2000.00000 40000.00 REINFORCE LOWER CHORD JOINTS | | | 0012 210-05720 LUMP| 8000.00000 8000.00| 5500.00000 5500.00| 7500.00000 7500.00 REPOINTING ABUTMENTS, PORTIONS | | | 0013 210-05721 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 16200.00000 16200.00 FIRE RETARDANT TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1447641 |(3) 35-1801998 |INTECH CONTRACTING, INC. |STRUCTURE CONTRACTORS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-05813 LUMP| 22000.00000 22000.00| 25000.00000 25000.00| 27300.00000 27300.00 PAINT BRIDGE | | | 0015 210-06979 LUMP| 51000.00000 51000.00| 60000.00000 60000.00| 63700.00000 63700.00 NEW BRIDGE DECK | | | 0016 210-06979 LUMP| 34000.00000 34000.00| 40000.00000 40000.00| 46700.00000 46700.00 NEW SIDING | | | 0017 210-07008 LUMP| 6500.00000 6500.00| 6000.00000 6000.00| 8900.00000 8900.00 RESTORE PORTALS | | | 0018 210-07095 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 48100.00000 48100.00 TEMPORARY BENTS | | | 0019 210-07530 LUMP| 16000.00000 16000.00| 21000.00000 21000.00| 16700.00000 16700.00 REINFORCE VERTICALS AND DIAGONALS | | | 0020 210-07531 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 8900.00000 8900.00 CORRECTION , LEAN | | | 0021 303-52308 175.000 TON | 27.50000 4812.50| 30.00000 5250.00| 22.60000 3955.00 COMPACTED AGGREGATE, O, 53 | | | 0022 402-05474 140.000 TON | 79.00000 11060.00| 76.00000 10640.00| 77.00000 10780.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 35.000 TON | 99.00000 3465.00| 95.00000 3325.00| 96.00000 3360.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 601-05399 LUMP| 4800.00000 4800.00| 8500.00000 8500.00| 10400.00000 10400.00 GUARDRAIL | | | 0025 622-52436 4.000 EACH| 35.00000 140.00| 26.00000 104.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | 0026 622-91786 120.000 EACH| 7.85000 942.00| 5.25000 630.00| 5.85000 702.00 SEEDLING | | | 0027 708-05394 LUMP| 3950.00000 3950.00| 4500.00000 4500.00| 10000.00000 10000.00 REPAIR CRACKS IN ARCH RING | | | 0028 708-05394 LUMP| 2000.00000 2000.00| 6500.00000 6500.00| 17800.00000 17800.00 REPAIR ENDS OF ARCH TIMBERS | | | 0029 708-05394 LUMP| 7000.00000 7000.00| 6250.00000 6250.00| 16700.00000 16700.00 REPAIR LOWER LATERAL BRACING | | | 0030 711-05395 1.000 EACH| 4100.00000 4100.00| 1500.00000 1500.00| 2900.00000 2900.00 REPLACE BEARING TIMBER | | | 0031 711-05395 22.000 EACH| 1227.27000 26999.94| 1600.00000 35200.00| 1700.00000 37400.00 REPLACE FLOORBEAM | | | 0032 711-05396 LUMP| 14000.00000 14000.00| 32000.00000 32000.00| 16700.00000 16700.00 REPLACE ROOF | | | 0033 711-05396 LUMP| 20000.00000 20000.00| 25500.00000 25500.00| 18900.00000 18900.00 REPLACE STRINGERS | | | 0034 711-06699 LUMP| 3800.00000 3800.00| 5450.00000 5450.00| 18900.00000 18900.00 STRAIGHTEN LOWER CHORDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1447641 |(3) 35-1801998 |INTECH CONTRACTING, INC. |STRUCTURE CONTRACTORS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-04308 2.000 EACH| 375.00000 750.00| 360.00000 720.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 5.000 EACH| 100.00000 500.00| 95.00000 475.00| 105.00000 525.00 BARRICADE, IIIA | | | 0037 801-06625 12.000 EACH| 93.00000 1116.00| 90.00000 1080.00| 135.00000 1620.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 7.000 EACH| 90.00000 630.00| 85.00000 595.00| 130.00000 910.00 CONSTRUCTION SIGN, A | | | 0039 802-76020 30.000 SFT | 22.00000 660.00| 30.00000 900.00| 30.00000 900.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0040 802-76055 182.000 LFT | 5.00000 910.00| 5.00000 910.00| 4.50000 819.00 SIGN POST, A | | | 0041 804-06740 8.000 EACH| 17.00000 136.00| 23.00000 184.00| 25.00000 200.00 DELINEATOR WITH POST, D2 | | | 0042 808-06713 480.000 LFT | 0.80000 384.00| 1.00000 480.00| 0.76000 364.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-75035 18.000 LFT | 5.50000 99.00| 5.00000 90.00| 5.50000 99.00 LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0044 802-76020 4.500 SFT | 22.00000 99.00| 30.00000 135.00| 30.00000 135.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0045 802-76030 36.000 SFT | 12.00000 432.00| 12.10000 435.60| 15.00000 540.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | SECTION TOTALS | $ 425,590.44| $ 555,643.60| $ 579,577.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,590.44| $ 555,643.60| $ 579,577.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 | |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COVERED BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 3600.00000 3600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1700.00000 17000.00| 1378.00000 13780.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 55190.00000 55190.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 12640.00000 12640.00| CLEARING RIGHT OF WAY | | | 0005 202-07003 LUMP| 15000.00000 15000.00| 25700.00000 25700.00| REMOVE PRESENT DECK | | | 0006 202-07003 LUMP| 8000.00000 8000.00| 10500.00000 10500.00| REMOVE TREE | | | 0007 203-02000 80.000 CYS | 45.00000 3600.00| 42.50000 3400.00| EXCAVATION, COMMON | | | 0008 203-02070 562.000 CYS | 25.00000 14050.00| 25.80000 14499.60| BORROW | | | 0009 205-02224 660.000 LFT | 1.75000 1155.00| 2.66000 1755.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 210-05716 4.000 EACH| 6500.00000 26000.00| 5700.00000 22800.00| REINFORCE LOWER CHORD | | | 0011 210-05716 20.000 EACH| 5200.00000 104000.00| 3924.00000 78480.00| REINFORCE LOWER CHORD JOINTS | | | 0012 210-05720 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| REPOINTING ABUTMENTS, PORTIONS | | | 0013 210-05721 LUMP| 15000.00000 15000.00| 11602.00000 11602.00| FIRE RETARDANT TREATMENT | | | 0014 210-05813 LUMP| 20000.00000 20000.00| 8574.00000 8574.00| PAINT BRIDGE | | | 0015 210-06979 LUMP| 40000.00000 40000.00| 65952.00000 65952.00| NEW BRIDGE DECK | | | 0016 210-06979 LUMP| 55000.00000 55000.00| 83245.00000 83245.00| NEW SIDING | | | 0017 210-07008 LUMP| 16000.00000 16000.00| 22580.00000 22580.00| RESTORE PORTALS | | | 0018 210-07095 LUMP| 30000.00000 30000.00| 90160.00000 90160.00| TEMPORARY BENTS | | | 0019 210-07530 LUMP| 25000.00000 25000.00| 23800.00000 23800.00| REINFORCE VERTICALS AND DIAGONALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 | |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 210-07531 LUMP| 9000.00000 9000.00| 25485.00000 25485.00| CORRECTION , LEAN | | | 0021 303-52308 175.000 TON | 26.00000 4550.00| 37.61000 6581.75| COMPACTED AGGREGATE, O, 53 | | | 0022 402-05474 140.000 TON | 76.00000 10640.00| 59.00000 8260.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 35.000 TON | 95.00000 3325.00| 95.00000 3325.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 601-05399 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| GUARDRAIL | | | 0025 622-52436 4.000 EACH| 28.00000 112.00| 26.00000 104.00| SIGN, DO NOT MOW OR SPRAY | | | 0026 622-91786 120.000 EACH| 6.00000 720.00| 5.25000 630.00| SEEDLING | | | 0027 708-05394 LUMP| 3000.00000 3000.00| 2750.00000 2750.00| REPAIR CRACKS IN ARCH RING | | | 0028 708-05394 LUMP| 17000.00000 17000.00| 15440.00000 15440.00| REPAIR ENDS OF ARCH TIMBERS | | | 0029 708-05394 LUMP| 11802.00000 11802.00| 11830.00000 11830.00| REPAIR LOWER LATERAL BRACING | | | 0030 711-05395 1.000 EACH| 3300.00000 3300.00| 2354.00000 2354.00| REPLACE BEARING TIMBER | | | 0031 711-05395 22.000 EACH| 1500.00000 33000.00| 1550.00000 34100.00| REPLACE FLOORBEAM | | | 0032 711-05396 LUMP| 40000.00000 40000.00| 53775.00000 53775.00| REPLACE ROOF | | | 0033 711-05396 LUMP| 20000.00000 20000.00| 37300.00000 37300.00| REPLACE STRINGERS | | | 0034 711-06699 LUMP| 15000.00000 15000.00| 25187.00000 25187.00| STRAIGHTEN LOWER CHORDS | | | 0035 801-04308 2.000 EACH| 375.00000 750.00| 360.00000 720.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 5.000 EACH| 100.00000 500.00| 95.00000 475.00| BARRICADE, IIIA | | | 0037 801-06625 12.000 EACH| 100.00000 1200.00| 90.00000 1080.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 7.000 EACH| 95.00000 665.00| 85.00000 595.00| CONSTRUCTION SIGN, A | | | 0039 802-76020 30.000 SFT | 14.00000 420.00| 20.80000 624.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,312.62 ROUTE : CR 650S CALL ORDER : 311 CONTRACT ID : B -25878-A COUNTIES : RUSH LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 | |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 802-76055 182.000 LFT | 5.00000 910.00| 3.00000 546.00| SIGN POST, A | | | 0041 804-06740 8.000 EACH| 25.00000 200.00| 21.50000 172.00| DELINEATOR WITH POST, D2 | | | 0042 808-06713 480.000 LFT | 0.85000 408.00| 0.75000 360.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-75035 18.000 LFT | 5.50000 99.00| 5.00000 90.00| LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0044 802-76020 4.500 SFT | 32.00000 144.00| 20.80000 93.60| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0045 802-76030 36.000 SFT | 12.50000 450.00| 22.80000 820.80| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | SECTION TOTALS | $ 617,000.00| $ 790,956.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,000.00| $ 790,956.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,000.00 ROUTE : CRESCENT AVENUE CALL ORDER : 321 CONTRACT ID : B -26251-B COUNTIES : ALLEN LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000C562 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 1,988,980.28 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,067,384.35 103.9419% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 | |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PEDESTRIAN BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 31513.82000 31513.82| CONSTRUCTION ENGINEERING | | | 0002 105-07038 13.000 MOS | 2100.00000 27300.00| 1966.73000 25567.49| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 98200.00000 98200.00| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 22000.00000 22000.00| 20654.53000 20654.53| CLEARING AND GRUBBING | | | 0005 203-02000 1160.000 CYS | 13.50000 15660.00| 21.21000 24603.60| EXCAVATION, COMMON | | | 0006 203-02070 7000.000 CYS | 13.50000 94500.00| 11.26000 78820.00| BORROW | | | 0007 205-06932 6.000 LFT | 12.00000 72.00| 10.05000 60.30| TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06933 1.000 EACH| 200.00000 200.00| 90.00000 90.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 970.000 LFT | 2.00000 1940.00| 1.76000 1707.20| TEMPORARY SILT FENCE | | | 0010 210-05835 2.000 EACH| 105000.00000 210000.00| 49229.75000 98459.50| KIOSK , ENTRY | | | 0011 211-02060 3200.000 CYS | 22.00000 70400.00| 41.26000 132032.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 180.000 TON | 18.00000 3240.00| 23.14000 4165.20| COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 3.000 TON | 1200.00000 3600.00| 150.00000 450.00| HMA FOR PATCHING | | | 0014 601-07023 2.000 EACH| 5000.00000 10000.00| 4800.00000 9600.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0015 602-06646 740.000 LFT | 24.00000 17760.00| 28.35000 20979.00| TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,000.00 ROUTE : CRESCENT AVENUE CALL ORDER : 321 CONTRACT ID : B -26251-B COUNTIES : ALLEN LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 | |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 604-91404 773.000 SYS | 35.00000 27055.00| 44.75000 34591.75| SIDEWALK, CONCRETE, 5 IN. | | | 0017 604-95531 LUMP| 350000.00000 350000.00| 298912.93000 298912.93| BRIDGE, PEDESTRIAN , ENCLOSURE | | | 0018 607-06340 234.000 LFT | 47.50000 11115.00| 26.17000 6123.78| PAVED SIDE DITCH, B , MODIFIED | | | 0019 616-02320 897.000 SYS | 2.50000 2242.50| 2.60000 2332.20| GEOTEXTILES | | | 0020 616-06405 806.000 TON | 18.00000 14508.00| 26.63000 21463.78| RIPRAP, REVETMENT | | | 0021 619-51859 LUMP| 50000.00000 50000.00| 24000.00000 24000.00| PAINT STEEL BRIDGE | | | 0022 621-01004 1.000 EACH| 1200.00000 1200.00| 795.00000 795.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 11597.000 SYS | 0.36000 4174.92| 1.24000 14380.28| MULCHED SEEDING, R | | | 0024 621-06567 66.000 MG | 2.00000 132.00| 2.00000 132.00| WATER | | | 0025 621-06575 4773.000 SYS | 3.02000 14414.46| 4.50000 21478.50| SODDING, NURSERY | | | 0026 701-51160 930.000 LFT | 32.00000 29760.00| 30.73000 28578.90| PILE, STEEL SHELL, 14 IN. , 0.25 WALL | | | THICKNESS | | | 0027 701-99086 26.000 EACH| 350.00000 9100.00| 405.00000 10530.00| PILE TIP, STEEL SHELL | | | 0028 702-90915 107.700 CYS | 350.00000 37695.00| 535.44000 57666.89| CONCRETE, A | | | 0029 702-93722 125.900 CYS | 400.00000 50360.00| 1238.65000 155946.04| CONCRETE, C | | | 0030 702-94656 6.100 CYS | 300.00000 1830.00| 409.34000 2496.97| CONCRETE, B | | | 0031 703-51030 38911.000 LBS | 0.60000 23346.60| 0.48000 18677.28| REINFORCING STEEL | | | 0032 707-02702 LUMP| 35000.00000 35000.00| 18436.51000 18436.51| STAY CABLES | | | 0033 709-51821 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| SURFACE SEAL | | | 0034 711-51038 LUMP| 300000.00000 300000.00| 323202.21000 323202.21| STRUCTURAL STEEL | | | 0035 715-05048 35.000 LFT | 10.00000 350.00| 18.41000 644.35| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,000.00 ROUTE : CRESCENT AVENUE CALL ORDER : 321 CONTRACT ID : B -26251-B COUNTIES : ALLEN LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1582109 | |MCCOY, R.L., INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05156 66.000 LFT | 60.00000 3960.00| 74.44000 4913.04| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0037 715-05168 24.000 LFT | 55.00000 1320.00| 51.95000 1246.80| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0038 715-46005 1.000 EACH| 250.00000 250.00| 108.40000 108.40| PIPE END SECTION, 15 IN. | | | 0039 715-46040 2.000 EACH| 500.00000 1000.00| 320.41000 640.82| PIPE END SECTION, 36 IN. | | | 0040 720-45415 2.000 EACH| 3600.00000 7200.00| 2556.04000 5112.08| MANHOLE, D4 | | | 0041 720-96356 1.000 EACH| 1500.00000 1500.00| 1104.04000 1104.04| INLET, A7 | | | 0042 731-93945 9841.000 SFT | 15.00000 147615.00| 10.08000 99197.28| FACE PANELS, CONCRETE | | | 0043 731-93946 9841.000 SFT | 15.00000 147615.00| 20.85000 205184.85| WALL ERECTION | | | 0044 731-93947 475.660 LFT | 30.00000 14269.80| 25.69000 12219.71| LEVELING PAD, CONCRETE | | | 0045 801-04308 5.000 EACH| 350.00000 1750.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 14.000 EACH| 125.00000 1750.00| 125.00000 1750.00| BARRICADE, IIIB | | | 0047 801-06625 13.000 EACH| 125.00000 1625.00| 125.00000 1625.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 20.000 EACH| 145.00000 2900.00| 145.00000 2900.00| CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 14500.00000 14500.00| 42403.32000 42403.32| MAINTAINING TRAFFIC | | | 0050 807-02560 LUMP| 90000.00000 90000.00| 96037.00000 96037.00| ELECTRICAL WORK | | | 0051 808-75007 300.000 LFT | 1.90000 570.00| 2.00000 600.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | SECTION TOTALS | $ 1,988,980.28| $ 2,067,384.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,988,980.28| $ 2,067,384.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3219002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 387,666.28 100.0000% 2 35-2072438 T D & O LLC $ 443,687.01 114.4507% 3 35-1878024 RAGLE, INC. $ 450,196.08 116.1298% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 483,420.28 124.7001% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 515,624.34 133.0072% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |T D & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 6500.00000 6500.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1250.00000 7500.00| 800.00000 4800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 22180.00000 22180.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1900.00000 1900.00| 2500.00000 2500.00| 2200.00000 2200.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 12000.00000 12000.00| 10000.00000 10000.00| 52000.00000 52000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 155.000 m2 | 5.00000 775.00| 12.00000 1860.00| 8.00000 1240.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 870.000 m3 | 13.00000 11310.00| 10.00000 8700.00| 10.00000 8700.00 EXCAVATION, COMMON | | | 0008 203-02070 236.000 m3 | 25.00000 5900.00| 14.70000 3469.20| 10.00000 2360.00 BORROW | | | 0009 203-06499 660.000 m2 | 3.00000 1980.00| 21.40000 14124.00| 2.75000 1815.00 SUBGRADE TREATMENT | | | 0010 203-51223 635.000 m3 | 15.00000 9525.00| 10.00000 6350.00| 5.00000 3175.00 EXCAVATION, WATERWAY | | | 0011 205-02224 70.000 m | 6.10000 427.00| 6.40000 448.00| 3.00000 210.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 13.600 m | 60.00000 816.00| 25.00000 340.00| 40.00000 544.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |T D & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02232 18.800 m3 | 43.00000 808.40| 25.00000 470.00| 40.00000 752.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-03371 38.000 m3 | 20.00000 760.00| 7.50000 285.00| 10.00000 380.00 SEDIMENT REMOVE | | | 0015 213-52830 320.000 m3 | 115.00000 36800.00| 100.00000 32000.00| 85.00000 27200.00 FLOWABLE MORTAR | | | 0016 303-52308 640.000 Mg | 15.50000 9920.00| 19.25000 12320.00| 17.50000 11200.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 410.000 Mg | 41.35000 16953.50| 43.45000 17814.50| 41.35000 16953.50 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 250.000 Mg | 42.65000 10662.50| 44.80000 11200.00| 42.65000 10662.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 115.000 Mg | 53.80000 6187.00| 56.50000 6497.50| 53.80000 6187.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 100.000 Mg | 44.20000 4420.00| 46.45000 4645.00| 44.20000 4420.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 545.000 m2 | 2.20000 1199.00| 2.35000 1280.75| 2.20000 1199.00 SEAL COAT, 2 | | | 0022 405-05518 545.000 m2 | 1.00000 545.00| 1.05000 572.25| 1.00000 545.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 0.900 Mg | 210.00000 189.00| 220.50000 198.45| 210.00000 189.00 ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1795.00000 1795.00| 1680.00000 1680.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-02636 60.960 m | 51.50000 3139.44| 79.80000 4864.61| 51.50000 3139.44 GUARDRAIL, W BEAM, NESTED | | | 0026 601-06037 3.000 EACH| 600.00000 1800.00| 800.00000 2400.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0027 601-06856 10.000 EACH| 410.00000 4100.00| 300.00000 3000.00| 288.00000 2880.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0028 601-99105 76.200 m | 34.02000 2592.32| 36.75000 2800.35| 34.02000 2592.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-05527 32.000 Mg | 85.00000 2720.00| 89.25000 2856.00| 85.00000 2720.00 HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 105.00000 105.00| 241.50000 241.50| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 8.000 EACH| 88.00000 704.00| 117.60000 940.80| 88.00000 704.00 RIGHT OF WAY MARKER | | | 0032 616-02320 1300.000 m2 | 2.40000 3120.00| 2.50000 3250.00| 2.00000 2600.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |T D & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-05689 1335.000 Mg | 15.00000 20025.00| 27.00000 36045.00| 17.00000 22695.00 RIPRAP, CLASS 2 | | | 0034 616-06405 280.000 Mg | 15.00000 4200.00| 20.00000 5600.00| 17.00000 4760.00 RIPRAP, REVETMENT | | | 0035 616-06405 17.000 Mg | 26.00000 442.00| 20.00000 340.00| 17.00000 289.00 RIPRAP, REVETMENT ,150 mm MAXIMUM SIZE | | | 0036 621-01004 2.000 EACH| 650.00000 1300.00| 682.50000 1365.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01660 2030.000 m2 | 0.72000 1461.60| 0.80000 1624.00| 0.50000 1015.00 MULCHED SEEDING, LEGUME, 2 | | | 0038 621-06559 2190.000 m2 | 0.63000 1379.70| 0.70000 1533.00| 0.50000 1095.00 MULCHED SEEDING, R | | | 0039 621-06567 62.000 kL | 1.00000 62.00| 1.10000 68.20| 0.50000 31.00 WATER | | | 0040 621-06574 340.000 m2 | 4.80000 1632.00| 5.05000 1717.00| 4.80000 1632.00 SODDING | | | 0041 621-52448 8.000 EACH| 26.00000 208.00| 27.30000 218.40| 25.00000 200.00 SIGN, DO NOT SPRAY | | | 0042 622-52436 5.000 EACH| 26.00000 130.00| 27.30000 136.50| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 200.000 EACH| 11.40000 2280.00| 12.00000 2400.00| 8.00000 1600.00 SEEDLING | | | 0044 714-03437 74.000 m2 | 410.00000 30340.00| 475.00000 35150.00| 275.00000 20350.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0045 715-05048 10.000 m | 46.00000 460.00| 15.00000 150.00| 35.00000 350.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05439 3.000 m | 112.00000 336.00| 30.00000 90.00| 40.00000 120.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0047 723-07175 28.300 m | 4735.00000 134000.50| 5650.00000 159895.00| 6700.00000 189610.00 STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 2740 mm | | | 0048 801-06605 6.000 EACH| 200.00000 1200.00| 150.00000 900.00| 200.00000 1200.00 BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 250.00000 1000.00| 187.50000 750.00| 250.00000 1000.00 BARRICADE, IIIB | | | 0050 801-06640 18.000 EACH| 70.00000 1260.00| 50.00000 900.00| 70.00000 1260.00 CONSTRUCTION SIGN, A | | | 0051 808-06712 57.000 m | 0.96000 54.72| 1.00000 57.00| 0.96000 54.72 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |T D & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06713 460.000 m | 0.96000 441.60| 1.00000 460.00| 0.96000 441.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-75998 10.000 EACH| 90.00000 900.00| 100.00000 1000.00| 90.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 387,666.28| $ 443,687.01| $ 450,196.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,666.28| $ 443,687.01| $ 450,196.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 | |DEIG BROTHERS LUMBER & CONST|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 105-06845 LUMP| 6800.00000 6800.00| 6800.00000 6800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1025.00000 6150.00| 1200.00000 7200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1250.00000 1250.00| 2500.00000 2500.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 11550.00000 11550.00| 27500.00000 27500.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 155.000 m2 | 8.50000 1317.50| 10.00000 1550.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 870.000 m3 | 11.70000 10179.00| 15.00000 13050.00| EXCAVATION, COMMON | | | 0008 203-02070 236.000 m3 | 14.40000 3398.40| 15.00000 3540.00| BORROW | | | 0009 203-06499 660.000 m2 | 14.75000 9735.00| 22.50000 14850.00| SUBGRADE TREATMENT | | | 0010 203-51223 635.000 m3 | 10.20000 6477.00| 16.50000 10477.50| EXCAVATION, WATERWAY | | | 0011 205-02224 70.000 m | 7.00000 490.00| 6.50000 455.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 13.600 m | 27.00000 367.20| 50.00000 680.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 18.800 m3 | 18.00000 338.40| 35.00000 658.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-03371 38.000 m3 | 7.00000 266.00| 30.00000 1140.00| SEDIMENT REMOVE | | | 0015 213-52830 320.000 m3 | 74.00000 23680.00| 128.00000 40960.00| FLOWABLE MORTAR | | | 0016 303-52308 640.000 Mg | 16.70000 10688.00| 17.50000 11200.00| COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 410.000 Mg | 43.00000 17630.00| 44.00000 18040.00| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 250.000 Mg | 44.00000 11000.00| 45.00000 11250.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 | |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 115.000 Mg | 55.00000 6325.00| 55.00000 6325.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 100.000 Mg | 45.00000 4500.00| 46.00000 4600.00| HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 545.000 m2 | 2.30000 1253.50| 2.40000 1308.00| SEAL COAT, 2 | | | 0022 405-05518 545.000 m2 | 1.00000 545.00| 1.00000 545.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 0.900 Mg | 210.00000 189.00| 220.00000 198.00| ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1860.00000 1860.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-02636 60.960 m | 53.00000 3230.88| 54.00000 3291.84| GUARDRAIL, W BEAM, NESTED | | | 0026 601-06037 3.000 EACH| 640.00000 1920.00| 650.00000 1950.00| GUARDRAIL END TREATMENT, I | | | 0027 601-06856 10.000 EACH| 305.00000 3050.00| 300.00000 3000.00| MODIFIED POSTS, NESTED GUARDRAIL | | | 0028 601-99105 76.200 m | 36.00000 2743.20| 37.50000 2857.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-05527 32.000 Mg | 87.00000 2784.00| 90.00000 2880.00| HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 110.00000 110.00| 110.00000 110.00| MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 8.000 EACH| 92.00000 736.00| 100.00000 800.00| RIGHT OF WAY MARKER | | | 0032 616-02320 1300.000 m2 | 2.15000 2795.00| 3.00000 3900.00| GEOTEXTILES | | | 0033 616-05689 1335.000 Mg | 24.30000 32440.50| 20.00000 26700.00| RIPRAP, CLASS 2 | | | 0034 616-06405 280.000 Mg | 24.30000 6804.00| 20.00000 5600.00| RIPRAP, REVETMENT | | | 0035 616-06405 17.000 Mg | 28.50000 484.50| 20.00000 340.00| RIPRAP, REVETMENT ,150 mm MAXIMUM SIZE | | | 0036 621-01004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01660 2030.000 m2 | 0.80000 1624.00| 0.80000 1624.00| MULCHED SEEDING, LEGUME, 2 | | | 0038 621-06559 2190.000 m2 | 0.70000 1533.00| 0.70000 1533.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 325 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 558,678.41 ROUTE : SR 264 CALL ORDER : 325 CONTRACT ID : B -26274-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1364963 | |DEIG BROTHERS LUMBER & CONST|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06567 62.000 kL | 1.00000 62.00| 1.00000 62.00| WATER | | | 0040 621-06574 340.000 m2 | 5.20000 1768.00| 5.50000 1870.00| SODDING | | | 0041 621-52448 8.000 EACH| 35.00000 280.00| 27.50000 220.00| SIGN, DO NOT SPRAY | | | 0042 622-52436 5.000 EACH| 35.00000 175.00| 27.50000 137.50| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 200.000 EACH| 12.00000 2400.00| 12.00000 2400.00| SEEDLING | | | 0044 714-03437 74.000 m2 | 496.00000 36704.00| 550.00000 40700.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0045 715-05048 10.000 m | 26.00000 260.00| 30.00000 300.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05439 3.000 m | 32.00000 96.00| 20.00000 60.00| PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0047 723-07175 28.300 m | 7594.00000 214910.20| 6950.00000 196685.00| STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 2740 mm | | | 0048 801-06605 6.000 EACH| 210.00000 1260.00| 225.00000 1350.00| BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 275.00000 1100.00| 260.00000 1040.00| BARRICADE, IIIB | | | 0050 801-06640 18.000 EACH| 73.00000 1314.00| 90.00000 1620.00| CONSTRUCTION SIGN, A | | | 0051 808-06712 57.000 m | 1.00000 57.00| 1.00000 57.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 460.000 m | 1.00000 460.00| 1.00000 460.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-75998 10.000 EACH| 93.00000 930.00| 100.00000 1000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 483,420.28| $ 515,624.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,420.28| $ 515,624.34| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,904.08 ROUTE : SR 55 CALL ORDER : 331 CONTRACT ID : B -26283-A COUNTIES : NEWTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4956002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 343,152.16 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 347,816.24 101.3591% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 351,591.59 102.4593% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1917625 |(3) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7250.00000 7250.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 2100.00000 12600.00| 1850.00000 11100.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 17255.00000 17255.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 12220.00000 12220.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 198.000 m2 | 12.00000 2376.00| 14.00000 2772.00| 9.00000 1782.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 250.000 m3 | 13.00000 3250.00| 65.00000 16250.00| 11.00000 2750.00 EXCAVATION, COMMON | | | 0008 203-02070 300.000 m3 | 13.33000 3999.00| 10.00000 3000.00| 14.00000 4200.00 BORROW | | | 0009 211-02060 626.000 m3 | 26.13000 16357.38| 20.00000 12520.00| 28.00000 17528.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 850.000 Mg | 17.00000 14450.00| 20.00000 17000.00| 16.00000 13600.00 COMPACTED AGGREGATE, O, 53 | | | 0011 402-05468 140.000 Mg | 65.50000 9170.00| 58.00000 8120.00| 84.00000 11760.00 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 150.000 Mg | 81.00000 12150.00| 59.00000 8850.00| 86.00000 12900.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 154.000 Mg | 79.00000 12166.00| 69.00000 10626.00| 86.00000 13244.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 131.000 Mg | 77.00000 10087.00| 67.00000 8777.00| 81.00000 10611.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,904.08 ROUTE : SR 55 CALL ORDER : 331 CONTRACT ID : B -26283-A COUNTIES : NEWTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1917625 |(3) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05511 728.000 m2 | 5.50000 4004.00| 5.00000 3640.00| 6.55000 4768.40 SEAL COAT, 2 | | | 0016 405-05518 959.000 m2 | 1.40000 1342.60| 1.25000 1198.75| 2.10000 2013.90 ASPHALT FOR PRIME COAT | | | 0017 406-05521 4072.000 m2 | 0.45000 1832.40| 0.40000 1628.80| 0.28000 1140.16 ASPHALT FOR TACK COAT | | | 0018 601-06854 2.000 EACH| 1910.00000 3820.00| 1700.00000 3400.00| 2050.00000 4100.00 GUARDRAIL, W-BEAM, NESTED | | | 0019 601-06856 4.000 EACH| 252.00000 1008.00| 275.00000 1100.00| 335.00000 1340.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0020 601-94689 4.000 EACH| 2430.00000 9720.00| 1985.00000 7940.00| 2450.00000 9800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 169.545 m | 35.00000 5934.08| 32.00000 5425.44| 35.00000 5934.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 615-06490 13.000 EACH| 120.00000 1560.00| 120.00000 1560.00| 145.00000 1885.00 RIGHT OF WAY MARKER | | | 0023 615-06505 2.000 EACH| 700.00000 1400.00| 535.00000 1070.00| 725.00000 1450.00 MONUMENT, B | | | 0024 616-02320 395.000 m2 | 6.00000 2370.00| 3.25000 1283.75| 3.50000 1382.50 GEOTEXTILES | | | 0025 616-06406 337.000 m2 | 47.00000 15839.00| 36.00000 12132.00| 22.00000 7414.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 784.00000 1568.00| 725.00000 1450.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06548 2.000 kg | 61.60000 123.20| 58.00000 116.00| 50.00000 100.00 SEED MIXTURE, CV | | | 0028 621-06559 1800.000 m2 | 0.60000 1080.00| 0.60000 1080.00| 0.80000 1440.00 MULCHED SEEDING, R | | | 0029 621-06574 165.000 m2 | 18.08000 2983.20| 17.00000 2805.00| 6.00000 990.00 SODDING | | | 0030 621-52448 8.000 EACH| 50.00000 400.00| 24.50000 196.00| 28.00000 224.00 SIGN, DO NOT SPRAY | | | 0031 622-52436 2.000 EACH| 50.00000 100.00| 27.00000 54.00| 28.00000 56.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 50.000 EACH| 13.00000 650.00| 11.00000 550.00| 12.00000 600.00 SEEDLING | | | 0033 715-05169 13.000 m | 100.00000 1300.00| 130.00000 1690.00| 93.00000 1209.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0034 715-46005 2.000 EACH| 150.00000 300.00| 350.00000 700.00| 375.00000 750.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 337,904.08 ROUTE : SR 55 CALL ORDER : 331 CONTRACT ID : B -26283-A COUNTIES : NEWTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1917625 |(3) 35-1386990 |WIRTZ & YATES, INC. |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 723-06660 70.000 m2 | 477.00000 33390.00| 425.00000 29750.00| 640.00000 44800.00 WINGWALL | | | 0036 723-06927 18.300 m | 4256.00000 77884.80| 6750.00000 123525.00| 5676.00000 103870.80 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3400 mm | | | 0037 801-06605 2.000 EACH| 150.00000 300.00| 80.00000 160.00| 105.00000 210.00 BARRICADE, IIIA | | | 0038 801-06606 6.000 EACH| 200.00000 1200.00| 83.00000 498.00| 110.00000 660.00 BARRICADE, IIIB | | | 0039 801-06625 28.000 EACH| 100.00000 2800.00| 72.00000 2016.00| 95.00000 2660.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 22.000 EACH| 140.00000 3080.00| 74.00000 1628.00| 95.00000 2090.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 1.000 EACH| 70.00000 70.00| 37.00000 37.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0044 808-06712 105.000 m | 1.50000 157.50| 1.30000 136.50| 1.35000 141.75 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 620.000 m | 1.50000 930.00| 1.30000 806.00| 1.35000 837.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 343,152.16| $ 347,816.24| $ 351,591.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,152.16| $ 347,816.24| $ 351,591.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,107.43 ROUTE : ELM ROAD CALL ORDER : 341 CONTRACT ID : B -26354-A COUNTIES : ST. JOSEPH LETTING DATE : 08/13/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/10/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9971041 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 248,106.02 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 284,782.86 114.7827% 3 35-1212938 ATLAS EXCAVATING, INC. $ 329,032.45 132.6176% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1212938 |NORTHERN INDIANA CONSTRUCTIO|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 REPLACEMENT | | | 0001 105-06845 LUMP| 5750.00000 5750.00| 3290.79000 3290.79| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 905.00000 5430.00| 2300.54000 13803.24| 1300.00000 7800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12555.00000 12555.00| 14415.00000 14415.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6135.00000 6135.00| 1498.49000 1498.49| 7300.00000 7300.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 12821.63000 12821.63| 39109.75000 39109.75| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 324.500 m3 | 16.05000 5208.23| 16.07000 5214.72| 21.00000 6814.50 EXCAVATION, COMMON | | | 0007 203-51223 234.500 m3 | 16.60000 3892.70| 13.88000 3254.86| 17.00000 3986.50 EXCAVATION, WATERWAY | | | 0008 205-02224 250.000 m | 3.30000 825.00| 7.12000 1780.00| 8.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-06931 27.000 Mg | 29.40000 793.80| 47.62000 1285.74| 30.00000 810.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 206-51230 104.000 m3 | 16.70000 1736.80| 13.08000 1360.32| 35.00000 3640.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 6.000 m3 | 45.73000 274.38| 66.74000 400.44| 50.00000 300.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 30.000 m3 | 39.13000 1173.90| 48.05000 1441.50| 75.00000 2250.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04075 244.000 Mg | 22.47000 5482.68| 19.58000 4777.52| 19.50000 4758.00 COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 396.000 Mg | 14.80000 5860.80| 18.80000 7444.80| 18.50000 7326.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,107.43 ROUTE : ELM ROAD CALL ORDER : 341 CONTRACT ID : B -26354-A COUNTIES : ST. JOSEPH LETTING DATE : 08/13/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1212938 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05474 185.000 Mg | 51.00000 9435.00| 54.00000 9990.00| 57.00000 10545.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 45.000 Mg | 68.00000 3060.00| 80.00000 3600.00| 78.00000 3510.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05521 725.000 m2 | 0.15000 108.75| 1.00000 725.00| 0.10000 72.50 ASPHALT FOR TACK COAT | | | 0018 601-01128 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-01522 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| 1350.00000 4050.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01839 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-06037 3.000 EACH| 600.00000 1800.00| 600.00000 1800.00| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 60.960 m | 33.00000 2011.68| 33.00000 2011.68| 35.00000 2133.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 6.000 EACH| 6.00000 36.00| 7.00000 42.00| 10.50000 63.00 BARRIER DELINEATOR | | | 0024 610-05527 24.000 Mg | 75.00000 1800.00| 80.00000 1920.00| 86.00000 2064.00 HMA FOR APPROACHES | | | 0025 610-06257 121.200 m2 | 51.45000 6235.74| 62.40000 7562.88| 58.00000 7029.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 814.000 m2 | 3.00000 2442.00| 2.46000 2002.44| 4.50000 3663.00 GEOTEXTILES | | | 0027 616-06405 545.000 Mg | 25.15000 13706.75| 30.23000 16475.35| 24.00000 13080.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1400.000 m2 | 0.78000 1092.00| 0.78000 1092.00| 1.35000 1890.00 MULCHED SEEDING, R | | | 0030 621-06574 220.000 m2 | 10.28000 2261.60| 10.28000 2261.60| 12.00000 2640.00 SODDING | | | 0031 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 27.00000 54.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 30.000 EACH| 10.25000 307.50| 10.25000 307.50| 11.00000 330.00 SEEDLING | | | 0033 701-01849 154.800 m | 105.05000 16261.74| 50.32000 7789.54| 160.00000 24768.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,107.43 ROUTE : ELM ROAD CALL ORDER : 341 CONTRACT ID : B -26354-A COUNTIES : ST. JOSEPH LETTING DATE : 08/13/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1212938 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-51030 1456.000 kg | 1.18000 1718.08| 0.89000 1295.84| 1.80000 2620.80 REINFORCING STEEL | | | 0035 703-51032 11577.000 kg | 1.56000 18060.12| 1.17000 13545.09| 1.85000 21417.45 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 77.700 m3 | 508.25000 39491.03| 725.35000 56359.70| 525.00000 40792.50 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 3.000 EACH| 1344.00000 4032.00| 1000.00000 3000.00| 1150.00000 3450.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-05733 1.000 EACH| 1385.00000 1385.00| 1350.00000 1350.00| 1200.00000 1200.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0039 706-51020 9.400 m3 | 586.25000 5510.75| 495.00000 4653.00| 625.00000 5875.00 CONCRETE, C, RAILING | | | 0040 707-05984 78.900 m | 298.95000 23587.16| 300.35000 23697.62| 800.00000 63120.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0041 709-51821 LUMP| 3685.00000 3685.00| 3685.40000 3685.40| 4500.00000 4500.00 SURFACE SEAL | | | 0042 715-05052 6.000 m | 86.70000 520.20| 113.47000 680.82| 46.00000 276.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0043 715-05169 52.000 m | 63.35000 3294.20| 43.29000 2251.08| 80.00000 4160.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-05208 12.000 m | 73.50000 882.00| 106.66000 1279.92| 72.00000 864.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0045 715-05407 44.000 m | 37.65000 1656.60| 15.11000 664.84| 39.00000 1716.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 715-46000 1.000 EACH| 200.00000 200.00| 564.71000 564.71| 185.00000 185.00 PIPE END SECTION, 300 mm | | | 0047 715-46005 9.000 EACH| 210.00000 1890.00| 298.87000 2689.83| 200.00000 1800.00 PIPE END SECTION, 375 mm | | | 0048 801-03290 2.000 EACH| 98.00000 196.00| 118.00000 236.00| 130.00000 260.00 CONSTRUCTION SIGN, C | | | 0049 801-04308 4.000 EACH| 270.00000 1080.00| 94.00000 376.00| 125.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 12.000 EACH| 140.00000 1680.00| 78.00000 936.00| 85.00000 1020.00 BARRICADE, IIIB | | | 0051 801-06625 20.000 EACH| 69.00000 1380.00| 64.00000 1280.00| 80.00000 1600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 6.000 EACH| 85.00000 510.00| 72.00000 432.00| 80.00000 480.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 1500.00000 1500.00| 1855.85000 1855.85| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,107.43 ROUTE : ELM ROAD CALL ORDER : 341 CONTRACT ID : B -26354-A COUNTIES : ST. JOSEPH LETTING DATE : 08/13/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1212938 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 260.000 m | 0.96000 249.60| 0.85000 221.00| 0.90000 234.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 260.000 m | 0.96000 249.60| 0.85000 221.00| 0.90000 234.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 248,106.02| $ 284,782.86| $ 329,032.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 248,106.02| $ 284,782.86| $ 329,032.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,999.95 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -26429-B COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 075800A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 71,328.10 100.0000% ==================================================================================================================================== |(1) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 3550.00000 3550.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 49200.00000 49200.00| | STRUCTURAL STEEL | | | 0003 711-51866 220.000 EACH| 6.40000 1408.00| | RIVET, REMOVE | | | 0004 711-51867 682.000 SQIN| 14.35000 9786.70| | STRUCTURAL STEEL CUTTING | | | 0005 711-51871 108.000 LFT | 17.30000 1868.40| | FILLET WELD, 0.3125 IN. | | | 0006 801-04308 2.000 EACH| 340.00000 680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0007 801-06605 2.000 EACH| 480.00000 960.00| | BARRICADE, IIIA | | | 0008 801-06625 31.000 EACH| 75.00000 2325.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0009 801-06640 10.000 EACH| 155.00000 1550.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 71,328.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,328.10| | ====================================================================================================================================