INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495010 2495016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 1,124,246.16 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,148,658.25 102.1714% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,149,221.90 102.2215% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,206,123.49 107.2828% 5 35-1385672 FORCE CONSTRUCTION $ 1,260,463.81 112.1163% 6 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL $ 1,263,114.19 112.3521% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,391,947.18 123.8116% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2040801 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |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 | | | 0001 105-06790 12.000 MOS | 1600.00000 19200.00| 1250.00000 15000.00| 1505.00000 18060.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56400.00000 56400.00| 55000.00000 55000.00| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 475.300 m2 | 10.00000 4753.00| 17.00000 8080.10| 15.00000 7129.50 PAVEMENT, REMOVE | | | 0005 202-02241 329.200 m | 15.00000 4938.00| 13.25000 4361.90| 14.00000 4608.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 41250.00000 41250.00| 70000.00000 70000.00| 46735.00000 46735.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 44200.00000 44200.00| 72000.00000 72000.00| 54700.00000 54700.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51368 4.500 m2 | 100.00000 450.00| 100.00000 450.00| 75.00000 337.50 SLOPEWALL, REMOVE | | | 0009 202-60820 650.000 m2 | 4.05000 2632.50| 5.00000 3250.00| 4.25000 2762.50 SURFACE MILLING, ASPHALT | | | 0010 203-02000 40.000 m3 | 15.00000 600.00| 20.00000 800.00| 23.75000 950.00 EXCAVATION, COMMON | | | 0011 203-02070 520.000 m3 | 10.00000 5200.00| 20.00000 10400.00| 11.00000 5720.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2040801 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51220 62.400 m3 | 283.00000 17659.20| 35.00000 2184.00| 525.00000 32760.00 EXCAVATION, WET | | | 0013 206-51230 97.600 m3 | 198.00000 19324.80| 30.00000 2928.00| 31.00000 3025.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 119.800 m3 | 36.00000 4312.80| 60.00000 7188.00| 55.00000 6589.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 493.000 Mg | 14.46000 7128.78| 20.00000 9860.00| 17.00000 8381.00 COMPACTED AGGREGATE, O, 53 | | | 0016 406-05521 2550.000 m2 | 0.06000 153.00| 0.05000 127.50| 0.05000 127.50 ASPHALT FOR TACK COAT | | | 0017 501-05310 28.800 m | 329.00000 9475.20| 350.00000 10080.00| 350.00000 10080.00 TERMINAL JOINT | | | 0018 502-06327 175.800 m2 | 69.60000 12235.68| 70.00000 12306.00| 70.00000 12306.00 PCCP, 250 mm | | | 0019 601-01128 8.000 EACH| 1102.00000 8816.00| 975.00000 7800.00| 1020.00000 8160.00 GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-01740 3.000 EACH| 1800.00000 5400.00| 1600.00000 4800.00| 1050.00000 3150.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04746 4.000 EACH| 4520.00000 18080.00| 4000.00000 16000.00| 4200.00000 16800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 7.000 EACH| 2320.00000 16240.00| 2055.00000 14385.00| 2155.00000 15085.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1113.00000 1113.00| 985.00000 985.00| 1030.00000 1030.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 544.830 m | 33.05000 18006.63| 29.25000 15936.28| 30.75000 16753.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 461.000 m | 59.00000 27199.00| 60.00000 27660.00| 48.00000 22128.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 28.000 EACH| 8.00000 224.00| 7.00000 196.00| 8.75000 245.00 BARRIER DELINEATOR | | | 0027 610-05527 778.000 Mg | 111.87000 87034.86| 105.00000 81690.00| 99.00000 77022.00 HMA FOR APPROACHES | | | 0028 610-06257 590.000 m2 | 69.60000 41064.00| 75.00000 44250.00| 60.00000 35400.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 616-02320 540.800 m2 | 1.75000 946.40| 3.00000 1622.40| 1.75000 946.40 GEOTEXTILES | | | 0030 616-06405 274.100 Mg | 26.51000 7266.39| 30.00000 8223.00| 23.75000 6509.88 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2040801 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-01004 4.000 EACH| 565.00000 2260.00| 500.00000 2000.00| 525.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4258.000 m2 | 0.79000 3363.82| 0.70000 2980.60| 0.74000 3150.92 MULCHED SEEDING, R | | | 0033 621-06567 59.600 kL | 1.13000 67.35| 1.00000 59.60| 1.05000 62.58 WATER | | | 0034 701-98647 245.800 m | 124.38000 30572.60| 145.00000 35641.00| 115.00000 28267.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0035 702-51005 208.600 m3 | 447.71000 93392.31| 475.00000 99085.00| 600.00000 125160.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 27.200 m3 | 573.00000 15585.60| 450.00000 12240.00| 600.00000 16320.00 CONCRETE, B, FOOTINGS | | | 0037 702-51863 152.000 EACH| 6.00000 912.00| 10.00000 1520.00| 8.00000 1216.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 134.000 EACH| 8.19000 1097.46| 8.00000 1072.00| 8.50000 1139.00 THREADED TIE BAR ASSEMBLY | | | 0039 703-90976 12004.000 kg | 1.00000 12004.00| 1.30000 15605.20| 1.05000 12604.20 REINFORCING STEEL, GRADE 60 | | | 0040 703-96177 53641.000 kg | 1.18000 63296.38| 1.50000 80461.50| 1.20000 64369.20 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0041 703-97936 312.000 EACH| 11.21000 3497.52| 12.00000 3744.00| 10.00000 3120.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51002 310.300 m3 | 568.82000 176504.85| 500.00000 155150.00| 600.00000 186180.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05733 8.000 EACH| 1400.00000 11200.00| 1200.00000 9600.00| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0044 706-51025 146.600 m | 97.33000 14268.58| 120.00000 17592.00| 115.00000 16859.00 CONCRETE, C, RAILING | | | 0045 707-05982 247.300 m | 207.64000 51349.37| 265.00000 65534.50| 200.00000 49460.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 1 | | | 0046 707-05982 249.700 m | 207.64000 51847.71| 265.00000 66170.50| 200.00000 49940.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 2 | | | 0047 709-51821 LUMP| 4071.74000 4071.74| 4250.00000 4250.00| 3500.00000 3500.00 SURFACE SEAL , STR NO 1 | | | 0048 709-51821 LUMP| 3863.06000 3863.06| 4500.00000 4500.00| 3500.00000 3500.00 SURFACE SEAL , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-2040801 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 715-05407 107.300 m | 13.20000 1416.36| 40.00000 4292.00| 25.00000 2682.50 PIPE, END BENT DRAIN, 150 mm | | | 0050 718-06531 8.000 EACH| 425.00000 3400.00| 500.00000 4000.00| 300.00000 2400.00 OUTLET PROTECTOR, 3 | | | 0051 801-06203 474.000 m | 1.41000 668.34| 0.52000 246.48| 0.55000 260.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 2849.000 m | 3.56000 10142.44| 3.11000 8860.39| 3.25000 9259.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 50.000 EACH| 191.00000 9550.00| 130.00000 6500.00| 137.00000 6850.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 85.00000 340.00| 40.00000 160.00| 42.00000 168.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 19327.00000 19327.00| 5000.00000 5000.00| 18500.00000 18500.00 MAINTAINING TRAFFIC | | | 0056 806-53072 LUMP| 15000.00000 15000.00| 10500.00000 10500.00| 19945.00000 19945.00 TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | 0057 806-53072 LUMP| 22000.00000 22000.00| 9800.00000 9800.00| 19945.00000 19945.00 TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0058 808-06712 72.000 m | 0.85000 61.20| 0.33000 23.76| 0.35000 25.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 1225.000 m | 0.85000 1041.25| 0.30000 367.50| 0.32000 392.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 650.000 m | 0.85000 552.50| 0.30000 195.00| 0.32000 208.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 1273.000 m | 2.20000 2800.60| 1.48000 1884.04| 1.55000 1973.15 LINE, REMOVE | | | 0062 808-75998 14.000 EACH| 130.00000 1820.00| 70.00000 980.00| 73.50000 1029.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-97323 72.000 m | 15.54000 1118.88| 15.00000 1080.00| 15.75000 1134.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | 0064 201-52370 LUMP| 500.00000 500.00| 1000.00000 1000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0065 201-52370 LUMP| 6050.00000 6050.00| 1000.00000 1000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY , STR NO 2 | | | SECTION TOTALS | $ 1,124,246.16| $ 1,148,658.25| $ 1,149,221.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,124,246.16| $ 1,148,658.25| $ 1,149,221.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |BEATY CONSTRUCTION, 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 12.000 MOS | 1000.00000 12000.00| 1421.00000 17052.00| 1200.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 5800.00000 5800.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 65904.25000 65904.25| 63800.00000 63800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 475.300 m2 | 12.50000 5941.25| 16.00000 7604.80| 20.00000 9506.00 PAVEMENT, REMOVE | | | 0005 202-02241 329.200 m | 15.50000 5102.60| 13.25000 4361.90| 13.25000 4361.90 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 122500.00000 122500.00| 68004.39000 68004.39| 44087.50000 44087.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 115000.00000 115000.00| 100551.28000 100551.28| 42500.00000 42500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51368 4.500 m2 | 50.00000 225.00| 685.00000 3082.50| 70.00000 315.00 SLOPEWALL, REMOVE | | | 0009 202-60820 650.000 m2 | 6.00000 3900.00| 8.25000 5362.50| 5.50000 3575.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 40.000 m3 | 20.00000 800.00| 41.25000 1650.00| 22.00000 880.00 EXCAVATION, COMMON | | | 0011 203-02070 520.000 m3 | 12.50000 6500.00| 12.88000 6697.60| 20.00000 10400.00 BORROW | | | 0012 206-51220 62.400 m3 | 100.00000 6240.00| 55.68000 3474.43| 600.00000 37440.00 EXCAVATION, WET | | | 0013 206-51230 97.600 m3 | 50.00000 4880.00| 27.00000 2635.20| 55.00000 5368.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 119.800 m3 | 26.00000 3114.80| 21.53000 2579.29| 65.00000 7787.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 493.000 Mg | 17.50000 8627.50| 16.44000 8104.92| 27.00000 13311.00 COMPACTED AGGREGATE, O, 53 | | | 0016 406-05521 2550.000 m2 | 0.06000 153.00| 0.05000 127.50| 0.05000 127.50 ASPHALT FOR TACK COAT | | | 0017 501-05310 28.800 m | 250.00000 7200.00| 60.00000 1728.00| 450.00000 12960.00 TERMINAL JOINT | | | 0018 502-06327 175.800 m2 | 56.00000 9844.80| 72.25000 12701.55| 50.00000 8790.00 PCCP, 250 mm | | | 0019 601-01128 8.000 EACH| 1025.00000 8200.00| 975.00000 7800.00| 975.00000 7800.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01740 3.000 EACH| 1700.00000 5100.00| 1600.00000 4800.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04746 4.000 EACH| 5000.00000 20000.00| 4000.00000 16000.00| 4000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 7.000 EACH| 2250.00000 15750.00| 2055.00000 14385.00| 2055.00000 14385.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 985.00000 985.00| 985.00000 985.00| 985.00000 985.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 544.830 m | 32.00000 17434.56| 29.25000 15936.28| 29.25000 15936.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 461.000 m | 57.50000 26507.50| 91.00000 41951.00| 60.00000 27660.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 28.000 EACH| 8.00000 224.00| 20.00000 560.00| 9.00000 252.00 BARRIER DELINEATOR | | | 0027 610-05527 778.000 Mg | 120.00000 93360.00| 99.00000 77022.00| 100.00000 77800.00 HMA FOR APPROACHES | | | 0028 610-06257 590.000 m2 | 57.50000 33925.00| 64.20000 37878.00| 54.00000 31860.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 616-02320 540.800 m2 | 3.00000 1622.40| 2.88000 1557.50| 3.00000 1622.40 GEOTEXTILES | | | 0030 616-06405 274.100 Mg | 25.00000 6852.50| 19.54000 5355.91| 27.50000 7537.75 RIPRAP, REVETMENT | | | 0031 621-01004 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| 525.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4258.000 m2 | 0.80000 3406.40| 0.70000 2980.60| 0.80000 3406.40 MULCHED SEEDING, R | | | 0033 621-06567 59.600 kL | 1.00000 59.60| 1.00000 59.60| 1.10000 65.56 WATER | | | 0034 701-98647 245.800 m | 125.00000 30725.00| 198.27000 48734.77| 145.00000 35641.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0035 702-51005 208.600 m3 | 380.00000 79268.00| 396.28000 82664.01| 675.00000 140805.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 27.200 m3 | 330.00000 8976.00| 1922.00000 52278.40| 725.00000 19720.00 CONCRETE, B, FOOTINGS | | | 0037 702-51863 152.000 EACH| 15.00000 2280.00| 9.03000 1372.56| 10.00000 1520.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 703-01540 134.000 EACH| 12.00000 1608.00| 19.64000 2631.76| 9.25000 1239.50 THREADED TIE BAR ASSEMBLY | | | 0039 703-90976 12004.000 kg | 1.50000 18006.00| 1.20000 14404.80| 1.10000 13204.40 REINFORCING STEEL, GRADE 60 | | | 0040 703-96177 53641.000 kg | 1.60000 85825.60| 1.37000 73488.17| 1.25000 67051.25 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0041 703-97936 312.000 EACH| 11.00000 3432.00| 12.26000 3825.12| 13.50000 4212.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51002 310.300 m3 | 400.00000 124120.00| 618.20000 191827.46| 645.00000 200143.50 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05733 8.000 EACH| 1200.00000 9600.00| 1264.00000 10112.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0044 706-51025 146.600 m | 135.00000 19791.00| 157.00000 23016.20| 140.00000 20524.00 CONCRETE, C, RAILING | | | 0045 707-05982 247.300 m | 234.00000 57868.20| 224.25000 55457.03| 225.00000 55642.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 1 | | | 0046 707-05982 249.700 m | 234.00000 58429.80| 224.00000 55932.80| 225.00000 56182.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 2 | | | 0047 709-51821 LUMP| 4000.00000 4000.00| 4990.00000 4990.00| 3625.00000 3625.00 SURFACE SEAL , STR NO 1 | | | 0048 709-51821 LUMP| 3750.00000 3750.00| 4770.00000 4770.00| 3425.00000 3425.00 SURFACE SEAL , STR NO 2 | | | 0049 715-05407 107.300 m | 5.75000 616.98| 21.12000 2266.18| 8.00000 858.40 PIPE, END BENT DRAIN, 150 mm | | | 0050 718-06531 8.000 EACH| 250.00000 2000.00| 185.42000 1483.36| 400.00000 3200.00 OUTLET PROTECTOR, 3 | | | 0051 801-06203 474.000 m | 1.00000 474.00| 1.25000 592.50| 0.60000 284.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 2849.000 m | 3.00000 8547.00| 3.15000 8974.35| 3.50000 9971.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 50.000 EACH| 150.00000 7500.00| 169.00000 8450.00| 150.00000 7500.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 40.00000 160.00| 75.00000 300.00| 45.00000 180.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 24000.00000 24000.00| 28847.67000 28847.67| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0056 806-53072 LUMP| 13000.00000 13000.00| 11081.63000 11081.63| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1385672 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 806-53072 LUMP| 17000.00000 17000.00| 10381.63000 10381.63| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0058 808-06712 72.000 m | 0.50000 36.00| 0.75000 54.00| 0.35000 25.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 1225.000 m | 0.50000 612.50| 0.75000 918.75| 0.35000 428.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 650.000 m | 0.50000 325.00| 0.75000 487.50| 0.35000 227.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 1273.000 m | 0.50000 636.50| 1.95000 2482.35| 1.50000 1909.50 LINE, REMOVE | | | 0062 808-75998 14.000 EACH| 80.00000 1120.00| 115.00000 1610.00| 75.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-97323 72.000 m | 17.50000 1260.00| 13.75000 990.00| 17.00000 1224.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | 0064 201-52370 LUMP| 2500.00000 2500.00| 4499.82000 4499.82| 12750.00000 12750.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0065 201-52370 LUMP| 2500.00000 2500.00| 4845.99000 4845.99| 12750.00000 12750.00 CLEARING RIGHT OF WAY , STR NO 2 | | | SECTION TOTALS | $ 1,206,123.49| $ 1,260,463.81| $ 1,263,114.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,206,123.49| $ 1,260,463.81| $ 1,263,114.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 12.000 MOS | 1200.00000 14400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12500.00000 12500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 69500.00000 69500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 475.300 m2 | 20.00000 9506.00| | PAVEMENT, REMOVE | | | 0005 202-02241 329.200 m | 14.00000 4608.80| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 45000.00000 45000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51368 4.500 m2 | 200.00000 900.00| | SLOPEWALL, REMOVE | | | 0009 202-60820 650.000 m2 | 8.00000 5200.00| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 40.000 m3 | 60.00000 2400.00| | EXCAVATION, COMMON | | | 0011 203-02070 520.000 m3 | 20.00000 10400.00| | BORROW | | | 0012 206-51220 62.400 m3 | 1300.00000 81120.00| | EXCAVATION, WET | | | 0013 206-51230 97.600 m3 | 60.00000 5856.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 119.800 m3 | 65.00000 7787.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 493.000 Mg | 30.00000 14790.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 406-05521 2550.000 m2 | 0.06000 153.00| | ASPHALT FOR TACK COAT | | | 0017 501-05310 28.800 m | 400.00000 11520.00| | TERMINAL JOINT | | | 0018 502-06327 175.800 m2 | 120.00000 21096.00| | PCCP, 250 mm | | | 0019 601-01128 8.000 EACH| 1050.00000 8400.00| | GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01740 3.000 EACH| 1650.00000 4950.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04746 4.000 EACH| 5000.00000 20000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 7.000 EACH| 2150.00000 15050.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1050.00000 1050.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 544.830 m | 31.00000 16889.73| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 461.000 m | 90.00000 41490.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 28.000 EACH| 7.50000 210.00| | BARRIER DELINEATOR | | | 0027 610-05527 778.000 Mg | 105.00000 81690.00| | HMA FOR APPROACHES | | | 0028 610-06257 590.000 m2 | 85.00000 50150.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 616-02320 540.800 m2 | 5.00000 2704.00| | GEOTEXTILES | | | 0030 616-06405 274.100 Mg | 20.00000 5482.00| | RIPRAP, REVETMENT | | | 0031 621-01004 4.000 EACH| 550.00000 2200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4258.000 m2 | 0.75000 3193.50| | MULCHED SEEDING, R | | | 0033 621-06567 59.600 kL | 1.00000 59.60| | WATER | | | 0034 701-98647 245.800 m | 200.00000 49160.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0035 702-51005 208.600 m3 | 800.00000 166880.00| | CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 27.200 m3 | 450.00000 12240.00| | CONCRETE, B, FOOTINGS | | | 0037 702-51863 152.000 EACH| 17.00000 2584.00| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 703-01540 134.000 EACH| 15.00000 2010.00| | THREADED TIE BAR ASSEMBLY | | | 0039 703-90976 12004.000 kg | 1.10000 13204.40| | REINFORCING STEEL, GRADE 60 | | | 0040 703-96177 53641.000 kg | 1.25000 67051.25| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0041 703-97936 312.000 EACH| 16.00000 4992.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51002 310.300 m3 | 550.00000 170665.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05733 8.000 EACH| 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0044 706-51025 146.600 m | 135.00000 19791.00| | CONCRETE, C, RAILING | | | 0045 707-05982 247.300 m | 235.00000 58115.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 1 | | | 0046 707-05982 249.700 m | 235.00000 58679.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm , STR NO 2 | | | 0047 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL , STR NO 1 | | | 0048 709-51821 LUMP| 3800.00000 3800.00| | SURFACE SEAL , STR NO 2 | | | 0049 715-05407 107.300 m | 20.00000 2146.00| | PIPE, END BENT DRAIN, 150 mm | | | 0050 718-06531 8.000 EACH| 225.00000 1800.00| | OUTLET PROTECTOR, 3 | | | 0051 801-06203 474.000 m | 0.55000 260.70| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 2849.000 m | 3.25000 9259.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 50.000 EACH| 150.00000 7500.00| | CONSTRUCTION SIGN, A | | | 0054 801-06645 4.000 EACH| 40.00000 160.00| | CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0056 806-53072 LUMP| 20000.00000 20000.00| | TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 401 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,540,364.09 ROUTE : US 27 CALL ORDER : 401 CONTRACT ID : B -24600-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 806-53072 LUMP| 20000.00000 20000.00| | TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0058 808-06712 72.000 m | 0.35000 25.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 1225.000 m | 0.35000 428.75| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 650.000 m | 0.35000 227.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 1273.000 m | 1.50000 1909.50| | LINE, REMOVE | | | 0062 808-75998 14.000 EACH| 75.00000 1050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-97323 72.000 m | 16.00000 1152.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | 0064 201-52370 LUMP| 6500.00000 6500.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0065 201-52370 LUMP| 6500.00000 6500.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | SECTION TOTALS | $ 1,391,947.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,391,947.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 20 CALL ORDER : 411 CONTRACT ID : B -25163-A COUNTIES : STEUBEN LETTING DATE : 12/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/03/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 317,106.24 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 339,359.66 107.0176% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0655093 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 1,442,596.60 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 1,498,795.38 103.8956% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,568,000.00 108.6928% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,730,254.18 119.9402% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,796,874.59 124.5583% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,826,475.37 126.6102% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 2,354,655.68 163.2234% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1523985 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 15.000 MOS | 1700.00000 25500.00| 1600.00000 24000.00| 1400.00000 21000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10368.00000 10368.00| 16000.00000 16000.00| 12600.00000 12600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 72200.00000 72200.00| 50000.00000 50000.00| 79000.00000 79000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 3485.00000 3485.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 663.000 m2 | 10.00000 6630.00| 11.96000 7929.48| 8.39000 5562.57 PAVEMENT, REMOVE | | | 0006 202-02241 499.000 m | 8.00000 3992.00| 8.00000 3992.00| 7.00000 3493.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 94188.00000 94188.00| 100000.00000 100000.00| 70000.53000 70000.53 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 13170.000 m2 | 1.21000 15935.70| 1.00000 13170.00| 1.64000 21598.80 SURFACE MILLING, ASPHALT | | | 0009 202-99187 130.000 m | 6.20000 806.00| 7.00000 910.00| 10.22000 1328.60 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1718.000 m3 | 6.00000 10308.00| 10.50000 18039.00| 15.60000 26800.80 EXCAVATION, COMMON | | | 0011 203-02070 1336.000 m3 | 10.00000 13360.00| 13.08000 17474.88| 1.92000 2565.12 BORROW | | | 0012 203-02080 1.527 km | 6562.00000 10020.17| 15000.00000 22905.00| 7700.00000 11757.90 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1523985 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51220 181.400 m3 | 64.18000 11642.25| 91.46000 16590.84| 79.00000 14330.60 EXCAVATION, WET | | | 0014 206-51230 149.500 m3 | 30.09000 4498.46| 53.00000 7923.50| 89.00000 13305.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-02045 1695.000 m3 | 26.00000 44070.00| 8.00000 13560.00| 51.35000 87038.25 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 211-02060 199.200 m3 | 31.90000 6354.48| 26.20000 5219.04| 21.27000 4236.98 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 47.200 m3 | 112.34000 5302.45| 183.90000 8680.08| 160.00000 7552.00 FLOWABLE MORTAR | | | 0018 303-52308 370.000 Mg | 30.88000 11425.60| 22.05000 8158.50| 20.81000 7699.70 COMPACTED AGGREGATE, O, 53 | | | 0019 401-05467 1432.000 m | 2.99000 4281.68| 3.50000 5012.00| 4.45000 6372.40 MILLED HMA CORRUGATIONS | | | 0020 402-05468 3390.000 Mg | 39.91000 135294.90| 51.00000 172890.00| 35.32000 119734.80 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 933.000 Mg | 47.75000 44550.75| 50.00000 46650.00| 42.26000 39428.58 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 988.000 Mg | 47.99000 47414.12| 50.00000 49400.00| 42.47000 41960.36 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 406-05521 13170.000 m2 | 0.06000 790.20| 0.07000 921.90| 0.05000 658.50 ASPHALT FOR TACK COAT | | | 0024 502-06329 180.000 m2 | 73.40000 13212.00| 55.00000 9900.00| 80.00000 14400.00 PCCP, 300 mm | | | 0025 503-05310 29.300 m | 330.00000 9669.00| 390.00000 11427.00| 550.00000 16115.00 TERMINAL JOINT | | | 0026 601-01522 6.000 EACH| 1300.00000 7800.00| 1300.00000 7800.00| 1150.00000 6900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-05999 2.000 EACH| 40.00000 80.00| 70.00000 140.00| 35.00000 70.00 CURVED TERMINAL END | | | 0028 601-07024 2.000 EACH| 8475.00000 16950.00| 8000.00000 16000.00| 7500.00000 15000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-94689 2.000 EACH| 2300.00000 4600.00| 2255.00000 4510.00| 2050.00000 4100.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3600.00000 7200.00| 3500.00000 7000.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 144.780 m | 33.90000 4908.04| 33.60000 4864.61| 30.00000 4343.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99108 121.920 m | 48.59000 5924.09| 48.00000 5852.16| 43.00000 5242.56 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1523985 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 602-06639 408.700 m | 62.33000 25474.27| 55.78000 22797.29| 60.00000 24522.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 103.700 m | 55.77000 5783.35| 55.74000 5780.24| 65.00000 6740.50 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 20.000 EACH| 9.00000 180.00| 12.00000 240.00| 8.50000 170.00 BARRIER DELINEATOR | | | 0036 603-06040 104.000 m | 49.00000 5096.00| 48.00000 4992.00| 43.00000 4472.00 FENCE, FARM FIELD, 1190 mm | | | 0037 610-06259 902.000 m2 | 73.40000 66206.80| 55.00000 49610.00| 70.00000 63140.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 616-02320 2184.000 m2 | 1.75000 3822.00| 3.60000 7862.40| 2.79000 6093.36 GEOTEXTILES | | | 0039 616-05688 2124.000 Mg | 20.60000 43754.40| 43.95000 93349.80| 38.15000 81030.60 RIPRAP, CLASS 1 | | | 0040 616-06405 104.000 Mg | 47.12000 4900.48| 23.00000 2392.00| 28.03000 2915.12 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 450.00000 900.00| 600.00000 1200.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 3520.000 m2 | 0.73000 2569.60| 0.80000 2816.00| 0.65000 2288.00 MULCHED SEEDING, R | | | 0043 621-06574 56.100 m2 | 8.08000 453.29| 8.50000 476.85| 7.15000 401.12 SODDING | | | 0044 701-98647 436.000 m | 98.42000 42911.12| 82.00000 35752.00| 120.00000 52320.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 96.000 m3 | 643.40000 61766.40| 525.00000 50400.00| 770.00000 73920.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 30.400 m3 | 390.80000 11880.32| 394.74000 12000.10| 435.00000 13224.00 CONCRETE, B, FOOTINGS | | | 0047 702-51863 552.000 EACH| 6.00000 3312.00| 5.00000 2760.00| 5.00000 2760.00 FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 22148.000 kg | 1.04000 23033.92| 1.10000 24362.80| 1.00000 22148.00 REINFORCING STEEL | | | 0049 703-51032 72268.000 kg | 1.21000 87444.28| 1.20000 86721.60| 1.20000 86721.60 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 518.000 EACH| 10.72000 5552.96| 12.00000 6216.00| 16.00000 8288.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 609.400 m3 | 437.48000 266600.31| 375.00000 228525.00| 500.00000 304700.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1523985 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 706-05734 8.000 EACH| 1400.00000 11200.00| 2400.00000 19200.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0053 706-51020 35.200 m3 | 327.87000 11541.02| 600.00000 21120.00| 450.00000 15840.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 6155.00000 6155.00| 8000.00000 8000.00| 6750.00000 6750.00 SURFACE SEAL | | | 0055 715-05048 1458.000 m | 3.85000 5613.30| 13.00000 18954.00| 10.39000 15148.62 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 204.000 m | 6.58000 1342.32| 13.00000 2652.00| 26.37000 5379.48 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 718-06526 68.700 Mg | 62.69000 4306.80| 60.00000 4122.00| 55.48000 3811.48 HMA FOR UNDERDRAINS | | | 0058 718-06529 17.000 EACH| 433.00000 7361.00| 50.00000 850.00| 685.00000 11645.00 OUTLET PROTECTOR, 2 | | | 0059 718-52610 179.000 m3 | 35.00000 6265.00| 40.00000 7160.00| 40.44000 7238.76 AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 2624.000 m2 | 1.60000 4198.40| 4.19000 10994.56| 1.00000 2624.00 GEOTEXTILES FOR UNDERDRAIN | | | 0061 801-06203 641.000 m | 0.35000 224.35| 1.40000 897.40| 1.00000 641.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5403.000 m | 3.30000 17829.90| 3.50000 18910.50| 3.25000 17559.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06640 33.000 EACH| 107.00000 3531.00| 225.00000 7425.00| 90.00000 2970.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 4.000 EACH| 34.00000 136.00| 100.00000 400.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0065 801-06710 420.000 DAY | 16.00000 6720.00| 16.00000 6720.00| 13.00000 5460.00 FLASHING ARROW SIGN | | | 0066 801-06775 LUMP| 20828.00000 20828.00| 15000.00000 15000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0067 801-09133 2.000 EACH| 5085.00000 10170.00| 10695.00000 21390.00| 3600.00000 7200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0068 808-06713 1123.000 m | 0.26000 291.98| 0.58000 651.34| 0.48000 539.04 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1123.000 m | 0.26000 291.98| 0.58000 651.34| 0.48000 539.04 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1967.000 m | 1.67000 3284.89| 1.35000 2655.45| 1.00000 1967.00 LINE, REMOVE | | | 0071 808-75001 381.000 m | 0.51000 194.31| 1.70000 647.70| 0.50000 190.50 LINE, PAINT, BROKEN, WHITE, 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1523985 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75996 46.000 EACH| 8.00000 368.00| 20.00000 920.00| 19.48000 896.08 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 46.000 EACH| 31.00000 1426.00| 50.00000 2300.00| 50.00000 2300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 202-99383 29.300 m | 81.91000 2399.96| 68.26000 2000.02| 50.00000 1465.00 TERMINAL JOINT, REMOVE | | | SECTION TOTALS | $ 1,442,596.60| $ 1,498,795.38| $ 1,568,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,442,596.60| $ 1,498,795.38| $ 1,568,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1618530 |(6) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|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 15.000 MOS | 1500.00000 22500.00| 1000.00000 15000.00| 1230.68000 18460.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13500.00000 13500.00| 25000.00000 25000.00| 13174.14000 13174.14 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 86500.00000 86500.00| 89450.00000 89450.00| 91323.77000 91323.77 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17300.00000 17300.00| 10000.00000 10000.00| 4705.05000 4705.05 CLEARING RIGHT OF WAY | | | 0005 202-02240 663.000 m2 | 22.00000 14586.00| 14.00000 9282.00| 8.88000 5887.44 PAVEMENT, REMOVE | | | 0006 202-02241 499.000 m | 7.00000 3493.00| 7.50000 3742.50| 7.38000 3682.62 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 87000.00000 87000.00| 76000.00000 76000.00| 95793.44000 95793.44 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 13170.000 m2 | 1.70000 22389.00| 1.65000 21730.50| 2.22000 29237.40 SURFACE MILLING, ASPHALT | | | 0009 202-99187 130.000 m | 6.00000 780.00| 6.00000 780.00| 5.83000 757.90 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1718.000 m3 | 22.00000 37796.00| 13.00000 22334.00| 16.41000 28192.38 EXCAVATION, COMMON | | | 0011 203-02070 1336.000 m3 | 9.00000 12024.00| 18.00000 24048.00| 2.05000 2738.80 BORROW | | | 0012 203-02080 1.527 km | 3900.00000 5955.30| 20000.00000 30540.00| 8043.09000 12281.80 LINEAR GRADING | | | 0013 206-51220 181.400 m3 | 450.00000 81630.00| 280.00000 50792.00| 248.58000 45092.41 EXCAVATION, WET | | | 0014 206-51230 149.500 m3 | 32.00000 4784.00| 30.00000 4485.00| 31.92000 4772.04 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-02045 1695.000 m3 | 22.00000 37290.00| 40.00000 67800.00| 54.70000 92716.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 211-02060 199.200 m3 | 26.00000 5179.20| 27.50000 5478.00| 22.29000 4440.17 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 47.200 m3 | 135.00000 6372.00| 160.00000 7552.00| 275.09000 12984.25 FLOWABLE MORTAR | | | 0018 303-52308 370.000 Mg | 35.00000 12950.00| 32.00000 11840.00| 21.90000 8103.00 COMPACTED AGGREGATE, O, 53 | | | 0019 401-05467 1432.000 m | 3.00000 4296.00| 3.00000 4296.00| 4.76000 6816.32 MILLED HMA CORRUGATIONS | | | 0020 402-05468 3390.000 Mg | 40.00000 135600.00| 36.00000 122040.00| 37.46000 126989.40 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1618530 |(6) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05474 933.000 Mg | 48.00000 44784.00| 43.00000 40119.00| 44.95000 41938.35 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 988.000 Mg | 48.00000 47424.00| 43.00000 42484.00| 44.95000 44410.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 406-05521 13170.000 m2 | 0.05000 658.50| 0.05000 658.50| 0.63000 8297.10 ASPHALT FOR TACK COAT | | | 0024 502-06329 180.000 m2 | 90.00000 16200.00| 95.00000 17100.00| 108.91000 19603.80 PCCP, 300 mm | | | 0025 503-05310 29.300 m | 650.00000 19045.00| 600.00000 17580.00| 745.77000 21851.06 TERMINAL JOINT | | | 0026 601-01522 6.000 EACH| 1300.00000 7800.00| 1250.00000 7500.00| 1202.40000 7214.40 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-05999 2.000 EACH| 40.00000 80.00| 36.00000 72.00| 36.59000 73.18 CURVED TERMINAL END | | | 0028 601-07024 2.000 EACH| 9125.00000 18250.00| 5000.00000 10000.00| 7841.75000 15683.50 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-94689 2.000 EACH| 2350.00000 4700.00| 2150.00000 4300.00| 2143.41000 4286.82 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3650.00000 7300.00| 3350.00000 6700.00| 3345.81000 6691.62 GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 144.780 m | 34.00000 4922.52| 31.00000 4488.18| 31.39000 4544.64 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99108 121.920 m | 50.00000 6096.00| 45.00000 5486.40| 45.11000 5499.81 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0033 602-06639 408.700 m | 47.00000 19208.90| 65.00000 26565.50| 51.27000 20954.05 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 103.700 m | 44.00000 4562.80| 60.00000 6222.00| 62.28000 6458.44 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 20.000 EACH| 10.00000 200.00| 9.00000 180.00| 9.87000 197.40 BARRIER DELINEATOR | | | 0036 603-06040 104.000 m | 30.00000 3120.00| 45.00000 4680.00| 45.11000 4691.44 FENCE, FARM FIELD, 1190 mm | | | 0037 610-06259 902.000 m2 | 60.00000 54120.00| 75.00000 67650.00| 75.33000 67947.66 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 616-02320 2184.000 m2 | 2.00000 4368.00| 2.25000 4914.00| 2.94000 6420.96 GEOTEXTILES | | | 0039 616-05688 2124.000 Mg | 30.00000 63720.00| 23.00000 48852.00| 40.34000 85682.16 RIPRAP, CLASS 1 | | | 0040 616-06405 104.000 Mg | 37.00000 3848.00| 40.00000 4160.00| 29.97000 3116.88 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1618530 |(6) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01004 2.000 EACH| 440.00000 880.00| 425.00000 850.00| 41.82000 83.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 3520.000 m2 | 0.73000 2569.60| 0.70000 2464.00| 0.69000 2428.80 MULCHED SEEDING, R | | | 0043 621-06574 56.100 m2 | 9.50000 532.95| 7.25000 406.73| 7.50000 420.75 SODDING | | | 0044 701-98647 436.000 m | 109.00000 47524.00| 180.00000 78480.00| 116.38000 50741.68 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 96.000 m3 | 950.00000 91200.00| 900.00000 86400.00| 768.79000 73803.84 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 30.400 m3 | 660.00000 20064.00| 450.00000 13680.00| 2574.22000 78256.29 CONCRETE, B, FOOTINGS | | | 0047 702-51863 552.000 EACH| 9.50000 5244.00| 20.00000 11040.00| 6.97000 3847.44 FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 22148.000 kg | 1.10000 24362.80| 1.20000 26577.60| 1.15000 25470.20 REINFORCING STEEL | | | 0049 703-51032 72268.000 kg | 1.30000 93948.40| 1.40000 101175.20| 1.33000 96116.44 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 518.000 EACH| 16.00000 8288.00| 15.00000 7770.00| 11.61000 6013.98 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 609.400 m3 | 540.00000 329076.00| 630.00000 383922.00| 525.36000 320154.38 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05734 8.000 EACH| 1500.00000 12000.00| 1200.00000 9600.00| 2091.13000 16729.04 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0053 706-51020 35.200 m3 | 575.00000 20240.00| 600.00000 21120.00| 611.98000 21541.70 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 6168.85000 6168.85 SURFACE SEAL | | | 0055 715-05048 1458.000 m | 11.00000 16038.00| 11.00000 16038.00| 10.98000 16008.84 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 204.000 m | 36.00000 7344.00| 31.00000 6324.00| 27.61000 5632.44 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 718-06526 68.700 Mg | 60.00000 4122.00| 65.00000 4465.50| 58.78000 4038.19 HMA FOR UNDERDRAINS | | | 0058 718-06529 17.000 EACH| 300.00000 5100.00| 350.00000 5950.00| 716.21000 12175.57 OUTLET PROTECTOR, 2 | | | 0059 718-52610 179.000 m3 | 71.00000 12709.00| 47.00000 8413.00| 42.39000 7587.81 AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 2624.000 m2 | 1.70000 4460.80| 1.25000 3280.00| 1.06000 2781.44 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1618530 |(6) 35-0906416 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06203 641.000 m | 0.35000 224.35| 0.33000 211.53| 0.34000 217.94 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5403.000 m | 3.35000 18100.05| 3.20000 17289.60| 3.09000 16695.27 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06640 33.000 EACH| 110.00000 3630.00| 110.00000 3630.00| 101.42000 3346.86 CONSTRUCTION SIGN, A | | | 0064 801-06645 4.000 EACH| 35.00000 140.00| 35.00000 140.00| 32.41000 129.64 CONSTRUCTION SIGN, B | | | 0065 801-06710 420.000 DAY | 18.00000 7560.00| 16.00000 6720.00| 14.64000 6148.80 FLASHING ARROW SIGN | | | 0066 801-06775 LUMP| 25782.00000 25782.00| 30000.00000 30000.00| 46440.92000 46440.92 MAINTAINING TRAFFIC | | | 0067 801-09133 2.000 EACH| 5200.00000 10400.00| 7500.00000 15000.00| 6796.18000 13592.36 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0068 808-06713 1123.000 m | 0.26000 291.98| 0.25000 280.75| 0.27000 303.21 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1123.000 m | 0.26000 291.98| 0.25000 280.75| 0.27000 303.21 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1967.000 m | 1.65000 3245.55| 1.55000 3048.85| 1.58000 3107.86 LINE, REMOVE | | | 0071 808-75001 381.000 m | 0.50000 190.50| 0.50000 190.50| 0.48000 182.88 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0072 808-75996 46.000 EACH| 10.00000 460.00| 10.00000 460.00| 9.41000 432.86 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 46.000 EACH| 32.00000 1472.00| 50.00000 2300.00| 29.28000 1346.88 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 202-99383 29.300 m | 100.00000 2930.00| 50.00000 1465.00| 17.49000 512.46 TERMINAL JOINT, REMOVE | | | SECTION TOTALS | $ 1,730,254.18| $ 1,796,874.59| $ 1,826,475.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,730,254.18| $ 1,796,874.59| $ 1,826,475.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY 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 15.000 MOS | 2060.00000 30900.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 16150.00000 16150.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 115000.00000 115000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 46000.00000 46000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 663.000 m2 | 28.00000 18564.00| | PAVEMENT, REMOVE | | | 0006 202-02241 499.000 m | 9.50000 4740.50| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 220000.00000 220000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 13170.000 m2 | 1.90000 25023.00| | SURFACE MILLING, ASPHALT | | | 0009 202-99187 130.000 m | 12.00000 1560.00| | FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 1718.000 m3 | 24.25000 41661.50| | EXCAVATION, COMMON | | | 0011 203-02070 1336.000 m3 | 0.01000 13.36| | BORROW | | | 0012 203-02080 1.527 km | 1600.00000 2443.20| | LINEAR GRADING | | | 0013 206-51220 181.400 m3 | 225.00000 40815.00| | EXCAVATION, WET | | | 0014 206-51230 149.500 m3 | 55.00000 8222.50| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-02045 1695.000 m3 | 55.00000 93225.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 211-02060 199.200 m3 | 50.00000 9960.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 47.200 m3 | 115.00000 5428.00| | FLOWABLE MORTAR | | | 0018 303-52308 370.000 Mg | 40.00000 14800.00| | COMPACTED AGGREGATE, O, 53 | | | 0019 401-05467 1432.000 m | 2.75000 3938.00| | MILLED HMA CORRUGATIONS | | | 0020 402-05468 3390.000 Mg | 40.00000 135600.00| | HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05474 933.000 Mg | 45.00000 41985.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 988.000 Mg | 52.00000 51376.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 406-05521 13170.000 m2 | 0.25000 3292.50| | ASPHALT FOR TACK COAT | | | 0024 502-06329 180.000 m2 | 135.00000 24300.00| | PCCP, 300 mm | | | 0025 503-05310 29.300 m | 470.00000 13771.00| | TERMINAL JOINT | | | 0026 601-01522 6.000 EACH| 1200.00000 7200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-05999 2.000 EACH| 40.00000 80.00| | CURVED TERMINAL END | | | 0028 601-07024 2.000 EACH| 5500.00000 11000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-94689 2.000 EACH| 2200.00000 4400.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3200.00000 6400.00| | GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 144.780 m | 35.50000 5139.69| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99108 121.920 m | 49.50000 6035.04| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0033 602-06639 408.700 m | 90.00000 36783.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 103.700 m | 85.00000 8814.50| | TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 20.000 EACH| 9.00000 180.00| | BARRIER DELINEATOR | | | 0036 603-06040 104.000 m | 50.50000 5252.00| | FENCE, FARM FIELD, 1190 mm | | | 0037 610-06259 902.000 m2 | 65.00000 58630.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 616-02320 2184.000 m2 | 3.00000 6552.00| | GEOTEXTILES | | | 0039 616-05688 2124.000 Mg | 49.00000 104076.00| | RIPRAP, CLASS 1 | | | 0040 616-06405 104.000 Mg | 35.00000 3640.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 3520.000 m2 | 0.30000 1056.00| | MULCHED SEEDING, R | | | 0043 621-06574 56.100 m2 | 3.60000 201.96| | SODDING | | | 0044 701-98647 436.000 m | 215.00000 93740.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 702-51005 96.000 m3 | 900.00000 86400.00| | CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 30.400 m3 | 1000.00000 30400.00| | CONCRETE, B, FOOTINGS | | | 0047 702-51863 552.000 EACH| 22.00000 12144.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 22148.000 kg | 1.20000 26577.60| | REINFORCING STEEL | | | 0049 703-51032 72268.000 kg | 1.30000 93948.40| | REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 518.000 EACH| 21.00000 10878.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 609.400 m3 | 900.00000 548460.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05734 8.000 EACH| 2000.00000 16000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0053 706-51020 35.200 m3 | 526.00000 18515.20| | CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 7520.00000 7520.00| | SURFACE SEAL | | | 0055 715-05048 1458.000 m | 11.00000 16038.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 204.000 m | 45.00000 9180.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 718-06526 68.700 Mg | 88.00000 6045.60| | HMA FOR UNDERDRAINS | | | 0058 718-06529 17.000 EACH| 750.00000 12750.00| | OUTLET PROTECTOR, 2 | | | 0059 718-52610 179.000 m3 | 72.00000 12888.00| | AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 2624.000 m2 | 4.00000 10496.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 421 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,180.00 ROUTE : I-65 CALL ORDER : 421 CONTRACT ID : B -25167-A COUNTIES : BOONE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06203 641.000 m | 1.00000 641.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5403.000 m | 3.25000 17559.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06640 33.000 EACH| 90.00000 2970.00| | CONSTRUCTION SIGN, A | | | 0064 801-06645 4.000 EACH| 25.00000 100.00| | CONSTRUCTION SIGN, B | | | 0065 801-06710 420.000 DAY | 13.00000 5460.00| | FLASHING ARROW SIGN | | | 0066 801-06775 LUMP| 60000.00000 60000.00| | MAINTAINING TRAFFIC | | | 0067 801-09133 2.000 EACH| 3600.00000 7200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0068 808-06713 1123.000 m | 0.48000 539.04| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 1123.000 m | 0.48000 539.04| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 1967.000 m | 1.00000 1967.00| | LINE, REMOVE | | | 0071 808-75001 381.000 m | 0.50000 190.50| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0072 808-75996 46.000 EACH| 8.30000 381.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 46.000 EACH| 50.00000 2300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 202-99383 29.300 m | 260.00000 7618.00| | TERMINAL JOINT, REMOVE | | | SECTION TOTALS | $ 2,354,655.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,354,655.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/19/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5375009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 560,140.01 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 572,752.11 102.2515% 3 35-1523985 WIRTZ & YATES, INC. $ 607,610.41 108.4747% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 638,501.34 113.9895% 5 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL $ 889,811.92 158.8552% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1523985 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|WIRTZ & YATES, 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 | 1100.00000 6600.00| 1225.00000 7350.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2735.00000 2735.00| 9920.00000 9920.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28013.66000 28013.66| 28420.00000 28420.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1365.75000 1365.75| 14955.00000 14955.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 150.000 m2 | 21.39000 3208.50| 21.50000 3225.00| 23.87000 3580.50 PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 12.65000 2150.50| 10.10000 1717.00| 11.00000 1870.00 GUARDRAIL, REMOVE | | | 0007 202-02272 30.000 m | 66.43000 1992.90| 18.00000 540.00| 32.67000 980.10 PAVED SIDE DITCH, REMOVE | | | 0008 202-02276 4.000 EACH| 498.23000 1992.92| 77.00000 308.00| 400.00000 1600.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0009 202-51328 LUMP| 75123.28000 75123.28| 75000.00000 75000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 380.000 m2 | 11.83000 4495.40| 8.75000 3325.00| 14.00000 5320.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 85.000 m3 | 26.39000 2243.15| 7.40000 629.00| 13.06000 1110.10 EXCAVATION, COMMON | | | 0012 205-02224 400.000 m | 5.60000 2240.00| 4.20000 1680.00| 7.60000 3040.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1523985 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 24.000 m3 | 50.10000 1202.40| 22.90000 549.60| 38.75000 930.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 24.000 m3 | 34.66000 831.84| 115.50000 2772.00| 27.13000 651.12 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 210.000 Mg | 17.70000 3717.00| 29.00000 6090.00| 17.60000 3696.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05477 35.000 Mg | 121.00000 4235.00| 121.00000 4235.00| 135.00000 4725.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 60.000 Mg | 127.40000 7644.00| 127.40000 7644.00| 184.00000 11040.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05490 25.000 Mg | 147.20000 3680.00| 147.20000 3680.00| 169.00000 4225.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0019 406-05521 700.000 m2 | 0.60000 420.00| 0.60000 420.00| 0.75000 525.00 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 4.000 EACH| 2015.00000 8060.00| 2015.00000 8060.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 163.830 m | 30.25000 4955.86| 30.25000 4955.86| 39.00000 6389.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 12.000 EACH| 5.00000 60.00| 5.00000 60.00| 10.00000 120.00 BARRIER DELINEATOR | | | 0024 605-05523 120.000 m | 27.74000 3328.80| 27.75000 3330.00| 30.75000 3690.00 CURB, HMA | | | 0025 610-06257 187.200 m2 | 80.37000 15045.26| 59.11000 11065.39| 47.86000 8959.39 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 1300.000 m2 | 3.34000 4342.00| 3.00000 3900.00| 3.60000 4680.00 GEOTEXTILES | | | 0027 616-05688 1155.000 Mg | 28.55000 32975.25| 25.05000 28932.75| 45.00000 51975.00 RIPRAP, CLASS 1 | | | 0028 619-04414 2.000 EACH| 442.14000 884.28| 275.00000 550.00| 400.00000 800.00 DRAIN EXTENSION | | | 0029 621-06559 440.000 m2 | 3.85000 1694.00| 3.85000 1694.00| 5.00000 2200.00 MULCHED SEEDING, R | | | 0030 702-51005 44.400 m3 | 745.56000 33102.86| 850.00000 37740.00| 600.00000 26640.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 292.000 kg | 11.57000 3378.44| 4.60000 1343.20| 6.62000 1933.04 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 256.000 EACH| 10.47000 2680.32| 7.00000 1792.00| 5.00000 1280.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1523985 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-51030 4952.000 kg | 1.12000 5546.24| 0.95000 4704.40| 1.19000 5892.88 REINFORCING STEEL | | | 0034 703-51032 23375.000 kg | 1.23000 28751.25| 1.18000 27582.50| 1.21000 28283.75 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 96.000 EACH| 22.98000 2206.08| 14.71000 1412.16| 13.00000 1248.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 139.200 m3 | 654.62000 91123.10| 500.00000 69600.00| 457.00000 63614.40 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1050.00000 4200.00| 1340.00000 5360.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 101.600 m | 131.20000 13329.92| 127.75000 12979.40| 131.10000 13319.76 CONCRETE, C, RAILING | | | 0039 708-51813 10.000 m2 | 1025.00000 10250.00| 950.00000 9500.00| 1700.00000 17000.00 PNEUMATICALLY PLACED MORTAR | | | 0040 708-51814 10.000 m2 | 40.00000 400.00| 50.00000 500.00| 50.00000 500.00 WELDED STEEL WIRE FABRIC | | | 0041 709-51821 LUMP| 5000.00000 5000.00| 4675.00000 4675.00| 6500.00000 6500.00 SURFACE SEAL | | | 0042 711-51038 LUMP| 116718.38000 116718.38| 139131.25000 139131.25| 150000.00000 150000.00 STRUCTURAL STEEL | | | 0043 726-92406 12.000 EACH| 578.88000 6946.56| 825.00000 9900.00| 600.00000 7200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0044 801-03290 2.000 EACH| 70.00000 140.00| 90.00000 180.00| 270.00000 540.00 CONSTRUCTION SIGN, C | | | 0045 801-04308 4.000 EACH| 180.00000 720.00| 180.00000 720.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06605 8.000 EACH| 80.00000 640.00| 80.00000 640.00| 150.00000 1200.00 BARRICADE, IIIA | | | 0047 801-06606 8.000 EACH| 95.00000 760.00| 95.00000 760.00| 200.00000 1600.00 BARRICADE, IIIB | | | 0048 801-06625 16.000 EACH| 75.00000 1200.00| 75.00000 1200.00| 140.00000 2240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 16.000 EACH| 70.00000 1120.00| 70.00000 1120.00| 132.00000 2112.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 1370.51000 1370.51| 1585.00000 1585.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0051 808-06712 35.000 m | 0.59000 20.65| 0.59000 20.65| 2.50000 87.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 270.000 m | 0.59000 159.30| 0.59000 159.30| 2.50000 675.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 135.000 m | 0.59000 79.65| 0.59000 79.65| 2.50000 337.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1690004 |(3) 35-1523985 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75998 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 250.00000 1500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 560,140.01| $ 572,752.11| $ 607,610.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,140.01| $ 572,752.11| $ 607,610.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, 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 | 1837.50000 11025.00| 1000.00000 6000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9908.73000 9908.73| 4030.00000 4030.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32269.05000 32269.05| 44500.00000 44500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8165.38000 8165.38| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 150.000 m2 | 8.18000 1227.00| 40.30000 6045.00| PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 12.65000 2150.50| 12.65000 2150.50| GUARDRAIL, REMOVE | | | 0007 202-02272 30.000 m | 31.05000 931.50| 8.60000 258.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-02276 4.000 EACH| 30.91000 123.64| 383.70000 1534.80| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0009 202-51328 LUMP| 157961.89000 157961.89| 182500.00000 182500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 380.000 m2 | 1.79000 680.20| 10.00000 3800.00| SURFACE MILLING, ASPHALT | | | 0011 203-02000 85.000 m3 | 42.17000 3584.45| 24.70000 2099.50| EXCAVATION, COMMON | | | 0012 205-02224 400.000 m | 5.60000 2240.00| 5.60000 2240.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 206-51230 24.000 m3 | 68.72000 1649.28| 87.40000 2097.60| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 24.000 m3 | 51.46000 1235.04| 91.70000 2200.80| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 210.000 Mg | 43.76000 9189.60| 15.00000 3150.00| COMPACTED AGGREGATE, O, 53 | | | 0016 402-05477 35.000 Mg | 121.00000 4235.00| 121.00000 4235.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 60.000 Mg | 127.40000 7644.00| 127.40000 7644.00| HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05490 25.000 Mg | 147.20000 3680.00| 147.20000 3680.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0019 406-05521 700.000 m2 | 0.60000 420.00| 0.60000 420.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 4.000 EACH| 2015.00000 8060.00| 2015.00000 8060.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 163.830 m | 30.25000 4955.86| 30.25000 4955.86| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 12.000 EACH| 5.00000 60.00| 5.00000 60.00| BARRIER DELINEATOR | | | 0024 605-05523 120.000 m | 27.75000 3330.00| 27.75000 3330.00| CURB, HMA | | | 0025 610-06257 187.200 m2 | 59.31000 11102.83| 46.00000 8611.20| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 1300.000 m2 | 1.41000 1833.00| 1.50000 1950.00| GEOTEXTILES | | | 0027 616-05688 1155.000 Mg | 44.21000 51062.55| 29.30000 33841.50| RIPRAP, CLASS 1 | | | 0028 619-04414 2.000 EACH| 214.76000 429.52| 174.00000 348.00| DRAIN EXTENSION | | | 0029 621-06559 440.000 m2 | 3.85000 1694.00| 3.85000 1694.00| MULCHED SEEDING, R | | | 0030 702-51005 44.400 m3 | 649.16000 28822.70| 1000.00000 44400.00| CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 292.000 kg | 3.44000 1004.48| 2.50000 730.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 256.000 EACH| 4.07000 1041.92| 6.60000 1689.60| FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 4952.000 kg | 1.02000 5051.04| 1.40000 6932.80| REINFORCING STEEL | | | 0034 703-51032 23375.000 kg | 1.22000 28517.50| 1.60000 37400.00| REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 96.000 EACH| 13.44000 1290.24| 16.00000 1536.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 139.200 m3 | 483.61000 67318.51| 705.00000 98136.00| CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1252.07000 5008.28| 1690.00000 6760.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 101.600 m | 99.55000 10114.28| 161.10000 16367.76| CONCRETE, C, RAILING | | | 0039 708-51813 10.000 m2 | 1000.00000 10000.00| 1000.00000 10000.00| PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,424.82 ROUTE : SR 23 CALL ORDER : 431 CONTRACT ID : B -25228-A COUNTIES : STARKE LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 708-51814 10.000 m2 | 35.00000 350.00| 50.00000 500.00| WELDED STEEL WIRE FABRIC | | | 0041 709-51821 LUMP| 5080.00000 5080.00| 5000.00000 5000.00| SURFACE SEAL | | | 0042 711-51038 LUMP| 113315.09000 113315.09| 280000.00000 280000.00| STRUCTURAL STEEL | | | 0043 726-92406 12.000 EACH| 861.64000 10339.68| 893.70000 10724.40| BEARING ASSEMBLY, ELASTOMERIC | | | 0044 801-03290 2.000 EACH| 70.00000 140.00| 70.00000 140.00| CONSTRUCTION SIGN, C | | | 0045 801-04308 4.000 EACH| 180.00000 720.00| 180.00000 720.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06605 8.000 EACH| 80.00000 640.00| 80.00000 640.00| BARRICADE, IIIA | | | 0047 801-06606 8.000 EACH| 95.00000 760.00| 95.00000 760.00| BARRICADE, IIIB | | | 0048 801-06625 16.000 EACH| 75.00000 1200.00| 75.00000 1200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 16.000 EACH| 70.00000 1120.00| 70.00000 1120.00| CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 500.00000 500.00| 5300.00000 5300.00| MAINTAINING TRAFFIC | | | 0051 808-06712 35.000 m | 0.59000 20.65| 0.59000 20.65| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 270.000 m | 0.59000 159.30| 0.59000 159.30| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 135.000 m | 0.59000 79.65| 0.59000 79.65| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-75998 6.000 EACH| 60.00000 360.00| 60.00000 360.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 638,501.34| $ 889,811.92| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,501.34| $ 889,811.92| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0625013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 889,368.58 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 930,449.72 104.6191% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 951,187.22 106.9508% 4 35-1385672 FORCE CONSTRUCTION $ 953,434.65 107.2035% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,018,361.84 114.5039% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,044,354.87 117.4265% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1549010 |(3) 35-2040801 |CLR, INC. |MCALISTER EXCAVATING CO |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 105-06790 10.000 MOS | 850.00000 8500.00| 1700.00000 17000.00| 1000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7700.00000 7700.00| 10000.00000 10000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 46000.00000 46000.00| 46000.00000 46000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 12000.00000 12000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 192.00000 384.00| 25.00000 50.00| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02241 469.600 m | 3.75000 1761.00| 8.50000 3991.60| 6.95000 3263.72 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 30300.00000 30300.00| 25000.00000 25000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 288.000 m2 | 7.00000 2016.00| 10.00000 2880.00| 7.00000 2016.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 1797.100 m3 | 11.00000 19768.10| 9.50000 17072.45| 13.25000 23811.58 EXCAVATION, COMMON | | | 0010 203-02020 143.000 m3 | 45.00000 6435.00| 9.50000 1358.50| 20.00000 2860.00 EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 2389.000 m3 | 12.85000 30698.65| 15.00000 35835.00| 13.25000 31654.25 BORROW | | | 0012 203-51223 40.700 m3 | 65.00000 2645.50| 25.00000 1017.50| 17.00000 691.90 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1549010 |(3) 35-2040801 |CLR, INC. |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 287.000 m | 5.00000 1435.00| 8.00000 2296.00| 58.00000 16646.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 18.000 m | 32.00000 576.00| 8.50000 153.00| 7.15000 128.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02231 21.600 m | 47.00000 1015.20| 25.00000 540.00| 85.00000 1836.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 211-06467 50.000 m3 | 63.00000 3150.00| 40.00000 2000.00| 65.00000 3250.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 402-05468 224.100 Mg | 57.00000 12773.70| 60.00000 13446.00| 53.40000 11966.94 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 870.530 Mg | 50.00000 43526.50| 52.00000 45267.56| 46.40000 40392.59 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 254.000 Mg | 99.00000 25146.00| 60.00000 15240.00| 92.25000 23431.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 123.700 Mg | 56.00000 6927.20| 60.00000 7422.00| 52.25000 6463.33 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 686.600 m2 | 4.90000 3364.34| 1.80000 1235.88| 4.60000 3158.36 SEAL COAT, 2 | | | 0022 405-05518 686.600 m2 | 0.63000 432.56| 0.75000 514.95| 0.59000 405.09 ASPHALT FOR PRIME COAT | | | 0023 406-05521 5670.100 m2 | 0.06000 340.21| 0.07000 396.91| 0.06000 340.21 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1250.00000 5000.00| 1375.00000 5500.00| 1165.00000 4660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02207 4.000 EACH| 59.00000 236.00| 65.00000 260.00| 55.00000 220.00 TEMPORARY GUARD RAIL TRANSITION, VH, | | | 1.905 m SPACING | | | 0027 601-94689 1.000 EACH| 2340.00000 2340.00| 2400.00000 2400.00| 2025.00000 2025.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-94689 3.000 EACH| 2135.00000 6405.00| 2400.00000 7200.00| 1990.00000 5970.00 GUARDRAIL END TREATMENT, OS , FOR | | | TEMPORARY BRIDGE AND APPROACHES | | | 0029 601-97774 1.000 EACH| 940.00000 940.00| 1050.00000 1050.00| 875.00000 875.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 330.860 m | 32.00000 10587.52| 36.00000 11910.96| 30.00000 9925.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 8.000 EACH| 40.00000 320.00| 11.00000 88.00| 7.00000 56.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1549010 |(3) 35-2040801 |CLR, INC. |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-06259 210.400 m2 | 70.00000 14728.00| 81.00000 17042.40| 80.00000 16832.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 610-06460 900.400 Mg | 16.00000 14406.40| 12.50000 11255.00| 17.00000 15306.80 COMPACTED AGGREGATE, O | | | 0034 615-06490 8.000 EACH| 115.00000 920.00| 130.00000 1040.00| 108.00000 864.00 RIGHT OF WAY MARKER | | | 0035 615-06505 3.000 EACH| 450.00000 1350.00| 510.00000 1530.00| 420.00000 1260.00 MONUMENT, B | | | 0036 615-06530 1.000 EACH| 475.00000 475.00| 540.00000 540.00| 450.00000 450.00 POST, BENCHMARK | | | 0037 616-02320 1408.100 m2 | 2.00000 2816.20| 2.60000 3661.06| 2.00000 2816.20 GEOTEXTILES | | | 0038 616-06405 833.900 Mg | 15.00000 12508.50| 19.75000 16469.53| 19.50000 16261.05 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 400.00000 800.00| 600.00000 1200.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.590 Mg | 900.00000 531.00| 725.00000 427.75| 643.00000 379.37 FERTILIZER | | | 0041 621-06548 4.200 kg | 70.00000 294.00| 57.00000 239.40| 49.60000 208.32 SEED MIXTURE, CV | | | 0042 621-06553 108.300 kg | 7.00000 758.10| 7.50000 812.25| 6.77000 733.19 SEED MIXTURE, R | | | 0043 621-06557 31.000 kg | 9.88000 306.28| 11.00000 341.00| 9.88000 306.28 SEED MIXTURE, T | | | 0044 621-06565 4.200 Mg | 685.00000 2877.00| 550.00000 2310.00| 491.00000 2062.20 MULCHING MATERIAL | | | 0045 621-06567 0.580 kL | 0.55000 0.32| 0.55000 0.32| 0.55000 0.32 WATER | | | 0046 621-06574 317.100 m2 | 5.55000 1759.91| 6.20000 1966.02| 5.20000 1648.92 SODDING | | | 0047 622-52436 5.000 EACH| 26.85000 134.25| 30.00000 150.00| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 250.000 EACH| 9.15000 2287.50| 10.00000 2500.00| 8.50000 2125.00 SEEDLING | | | 0049 701-91792 16.000 EACH| 95.00000 1520.00| 90.00000 1440.00| 125.00000 2000.00 PILE TIP, STEEL H | | | 0050 701-93658 209.000 m | 105.00000 21945.00| 175.00000 36575.00| 125.00000 26125.00 PILE, STEEL H, HP 310 X 93 , EPOXY | | | COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1549010 |(3) 35-2040801 |CLR, INC. |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 702-52376 140.000 m3 | 690.00000 96600.00| 487.50000 68250.00| 650.00000 91000.00 CONCRETE, C, STRUCTURES | | | 0052 703-51030 219.800 kg | 1.50000 329.70| 2.00000 439.60| 1.55000 340.69 REINFORCING STEEL | | | 0053 703-51032 24353.300 kg | 1.51000 36773.48| 1.43000 34825.22| 1.60000 38965.28 REINFORCING STEEL, EPOXY COATED | | | 0054 703-90512 8.000 EACH| 35.00000 280.00| 25.00000 200.00| 25.00000 200.00 THREADED BAR SPLICE | | | 0055 706-05732 4.000 EACH| 825.00000 3300.00| 1200.00000 4800.00| 1750.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 15.300 m3 | 575.00000 8797.50| 494.00000 7558.20| 675.00000 10327.50 CONCRETE, C, RAILING | | | 0057 707-05985 175.800 m | 500.00000 87900.00| 455.00000 79989.00| 625.00000 109875.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0058 709-51821 LUMP| 2400.00000 2400.00| 2500.00000 2500.00| 2210.00000 2210.00 SURFACE SEAL | | | 0059 713-51335 LUMP| 247500.00000 247500.00| 290000.00000 290000.00| 241000.00000 241000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0060 713-99365 351.140 m | 19.00000 6671.66| 23.75000 8339.58| 19.75000 6935.02 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0061 715-05407 35.000 m | 21.00000 735.00| 12.00000 420.00| 35.00000 1225.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 801-04308 2.000 EACH| 255.00000 510.00| 400.00000 800.00| 240.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 492.000 m | 0.54000 265.68| 1.50000 738.00| 0.50000 246.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 1018.000 m | 3.45000 3512.10| 3.85000 3919.30| 3.21000 3267.78 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 6.000 EACH| 97.00000 582.00| 132.00000 792.00| 90.00000 540.00 BARRICADE, IIIA | | | 0066 801-06640 12.000 EACH| 126.00000 1512.00| 160.00000 1920.00| 80.00000 960.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 24.000 EACH| 35.00000 840.00| 60.00000 1440.00| 35.00000 840.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 38.000 EACH| 10.75000 408.50| 5.50000 209.00| 10.00000 380.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1549010 |(3) 35-2040801 |CLR, INC. |MCALISTER EXCAVATING CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 804-06740 58.000 EACH| 20.00000 1160.00| 23.00000 1334.00| 18.75000 1087.50 DELINEATOR WITH POST, D2 | | | 0071 808-06703 589.600 m | 1.13000 666.25| 1.40000 825.44| 1.05000 619.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06716 490.000 m | 1.59000 779.10| 2.90000 1421.00| 1.48000 725.20 LINE, REMOVE | | | 0073 808-75051 90.400 m | 3.77000 340.81| 7.80000 705.12| 3.51000 317.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0074 808-75054 90.400 m | 3.77000 340.81| 7.80000 705.12| 3.51000 317.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0075 808-75245 2025.000 m | 1.13000 2288.25| 1.40000 2835.00| 1.05000 2126.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0076 808-75994 15.000 EACH| 12.90000 193.50| 18.00000 270.00| 12.00000 180.00 PRISMATIC REFLECTOR | | | 0077 808-75996 19.000 EACH| 14.00000 266.00| 23.00000 437.00| 15.00000 285.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 15.000 EACH| 69.00000 1035.00| 118.00000 1770.00| 65.00000 975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 203-06499 1580.100 m2 | 3.00000 4740.30| 11.00000 17381.10| 7.00000 11060.70 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 889,368.58| $ 930,449.72| $ 951,187.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 889,368.58| $ 930,449.72| $ 951,187.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-0906416 |(6) 35-0918397 |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION|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 10.000 MOS | 1438.35000 14383.50| 1279.68000 12796.80| 2000.00000 20000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 7491.32000 7491.32| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 77918.97000 77918.97| 51417.28000 51417.28| 52200.00000 52200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29921.15000 29921.15| 26754.72000 26754.72| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 1000.00000 2000.00| 171.10000 342.20| 300.00000 600.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02241 469.600 m | 6.95000 3263.72| 7.55000 3545.48| 6.95000 3263.72 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 20015.75000 20015.75| 26177.80000 26177.80| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 288.000 m2 | 5.21000 1500.48| 7.34000 2113.92| 9.00000 2592.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 1797.100 m3 | 14.78100 26562.94| 7.27000 13064.92| 13.25000 23811.58 EXCAVATION, COMMON | | | 0010 203-02020 143.000 m3 | 21.85400 3125.12| 16.00000 2288.00| 25.00000 3575.00 EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 2389.000 m3 | 10.58100 25278.01| 17.08000 40804.12| 13.25000 31654.25 BORROW | | | 0012 203-51223 40.700 m3 | 48.06900 1956.41| 44.61000 1815.63| 17.00000 691.90 EXCAVATION, WATERWAY | | | 0013 205-02224 287.000 m | 5.35000 1535.45| 42.13000 12091.31| 5.35000 1535.45 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 18.000 m | 7.15000 128.70| 10.53000 189.54| 7.15000 128.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 205-02231 21.600 m | 32.84200 709.39| 45.64000 985.82| 85.00000 1836.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 211-06467 50.000 m3 | 30.37500 1518.75| 79.77000 3988.50| 45.00000 2250.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 402-05468 224.100 Mg | 55.00000 12325.50| 50.73000 11368.59| 51.00000 11429.10 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 870.530 Mg | 44.00000 38303.32| 40.11000 34916.96| 40.00000 34821.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-0906416 |(6) 35-0918397 |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 254.000 Mg | 55.00000 13970.00| 71.96000 18277.84| 72.00000 18288.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 123.700 Mg | 55.00000 6803.50| 54.27000 6713.20| 55.00000 6803.50 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 686.600 m2 | 1.50000 1029.90| 6.40000 4394.24| 6.30000 4325.58 SEAL COAT, 2 | | | 0022 405-05518 686.600 m2 | 0.60000 411.96| 0.65000 446.29| 1.50000 1029.90 ASPHALT FOR PRIME COAT | | | 0023 406-05521 5670.100 m2 | 0.05000 283.51| 0.24000 1360.82| 0.25000 1417.53 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1165.00000 4660.00| 1246.77000 4987.08| 1165.00000 4660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02207 4.000 EACH| 55.00000 220.00| 58.86000 235.44| 55.00000 220.00 TEMPORARY GUARD RAIL TRANSITION, VH, | | | 1.905 m SPACING | | | 0027 601-94689 1.000 EACH| 2025.00000 2025.00| 2167.13000 2167.13| 2025.00000 2025.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-94689 3.000 EACH| 1990.00000 5970.00| 2129.68000 6389.04| 1990.00000 5970.00 GUARDRAIL END TREATMENT, OS , FOR | | | TEMPORARY BRIDGE AND APPROACHES | | | 0029 601-97774 1.000 EACH| 875.00000 875.00| 936.42000 936.42| 875.00000 875.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 330.860 m | 30.00000 9925.80| 32.12000 10627.22| 30.00000 9925.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 8.000 EACH| 7.00000 56.00| 7.75000 62.00| 7.00000 56.00 BARRIER DELINEATOR | | | 0032 610-06259 210.400 m2 | 65.15100 13707.77| 95.25000 20040.60| 60.00000 12624.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 610-06460 900.400 Mg | 15.01700 13521.31| 18.58000 16729.43| 17.00000 15306.80 COMPACTED AGGREGATE, O | | | 0034 615-06490 8.000 EACH| 108.00000 864.00| 115.58000 924.64| 108.00000 864.00 RIGHT OF WAY MARKER | | | 0035 615-06505 3.000 EACH| 420.00000 1260.00| 449.48000 1348.44| 420.00000 1260.00 MONUMENT, B | | | 0036 615-06530 1.000 EACH| 450.00000 450.00| 481.58000 481.58| 450.00000 450.00 POST, BENCHMARK | | | 0037 616-02320 1408.100 m2 | 2.46300 3468.15| 3.76000 5294.46| 2.00000 2816.20 GEOTEXTILES | | | 0038 616-06405 833.900 Mg | 15.24100 12709.47| 26.82000 22365.20| 19.50000 16261.05 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-0906416 |(6) 35-0918397 |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 475.00000 950.00| 508.34000 1016.68| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.590 Mg | 643.00000 379.37| 688.88000 406.44| 643.00000 379.37 FERTILIZER | | | 0041 621-06548 4.200 kg | 49.60000 208.32| 53.09000 222.98| 49.60000 208.32 SEED MIXTURE, CV | | | 0042 621-06553 108.300 kg | 6.77000 733.19| 7.32000 792.76| 6.77000 733.19 SEED MIXTURE, R | | | 0043 621-06557 31.000 kg | 9.88000 306.28| 10.63000 329.53| 9.88000 306.28 SEED MIXTURE, T | | | 0044 621-06565 4.200 Mg | 491.00000 2062.20| 526.13000 2209.75| 491.00000 2062.20 MULCHING MATERIAL | | | 0045 621-06567 0.580 kL | 0.55000 0.32| 2.83000 1.64| 0.55000 0.32 WATER | | | 0046 621-06574 317.100 m2 | 5.20000 1648.92| 6.85000 2172.14| 5.20000 1648.92 SODDING | | | 0047 622-52436 5.000 EACH| 25.00000 125.00| 26.75000 133.75| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 250.000 EACH| 8.50000 2125.00| 9.10000 2275.00| 8.50000 2125.00 SEEDLING | | | 0049 701-91792 16.000 EACH| 81.67100 1306.74| 78.63000 1258.08| 80.00000 1280.00 PILE TIP, STEEL H | | | 0050 701-93658 209.000 m | 93.80300 19604.83| 134.55000 28120.95| 175.00000 36575.00 PILE, STEEL H, HP 310 X 93 , EPOXY | | | COATED | | | 0051 702-52376 140.000 m3 | 652.10200 91294.28| 658.62000 92206.80| 640.00000 89600.00 CONCRETE, C, STRUCTURES | | | 0052 703-51030 219.800 kg | 1.59600 350.80| 1.87000 411.03| 1.40000 307.72 REINFORCING STEEL | | | 0053 703-51032 24353.300 kg | 1.28300 31245.28| 1.39000 33851.09| 1.20000 29223.96 REINFORCING STEEL, EPOXY COATED | | | 0054 703-90512 8.000 EACH| 22.17400 177.39| 16.67000 133.36| 18.00000 144.00 THREADED BAR SPLICE | | | 0055 706-05732 4.000 EACH| 1229.72000 4918.88| 1284.23000 5136.92| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 15.300 m3 | 431.88800 6607.89| 529.11000 8095.38| 494.00000 7558.20 CONCRETE, C, RAILING | | | 0057 707-05985 175.800 m | 563.00000 98975.40| 423.00000 74363.40| 485.00000 85263.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-0906416 |(6) 35-0918397 |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 709-51821 LUMP| 5500.00000 5500.00| 2568.45000 2568.45| 2210.00000 2210.00 SURFACE SEAL | | | 0059 713-51335 LUMP| 256757.70000 256757.70| 325961.88000 325961.88| 366600.00000 366600.00 TEMPORARY BRIDGE AND APPROACHES | | | 0060 713-99365 351.140 m | 19.75000 6935.02| 21.23000 7454.70| 19.75000 6935.02 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0061 715-05407 35.000 m | 24.70700 864.75| 23.92000 837.20| 24.00000 840.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 801-04308 2.000 EACH| 337.50000 675.00| 256.85000 513.70| 240.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 492.000 m | 1.25000 615.00| 0.56000 275.52| 0.50000 246.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 1018.000 m | 3.20000 3257.60| 3.44000 3501.92| 3.21000 3267.78 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 6.000 EACH| 110.00000 660.00| 96.32000 577.92| 90.00000 540.00 BARRICADE, IIIA | | | 0066 801-06640 12.000 EACH| 135.00000 1620.00| 85.62000 1027.44| 80.00000 960.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 24.000 EACH| 50.00000 1200.00| 37.46000 899.04| 35.00000 840.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 38.000 EACH| 4.75000 180.50| 10.70000 406.60| 10.00000 380.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 26687.97000 26687.97| 29955.69000 29955.69| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0070 804-06740 58.000 EACH| 18.75000 1087.50| 20.33000 1179.14| 18.75000 1087.50 DELINEATOR WITH POST, D2 | | | 0071 808-06703 589.600 m | 1.15000 678.04| 1.15000 678.04| 1.05000 619.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06716 490.000 m | 2.40000 1176.00| 1.61000 788.90| 1.48000 725.20 LINE, REMOVE | | | 0073 808-75051 90.400 m | 6.50000 587.60| 3.77000 340.81| 3.51000 317.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0074 808-75054 90.400 m | 6.50000 587.60| 3.77000 340.81| 3.51000 317.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0075 808-75245 2025.000 m | 1.15000 2328.75| 1.15000 2328.75| 1.05000 2126.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 451 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 926,749.67 ROUTE : NSR 46 CALL ORDER : 451 CONTRACT ID : B -25417-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-0906416 |(6) 35-0918397 |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75994 15.000 EACH| 15.00000 225.00| 12.84000 192.60| 12.00000 180.00 PRISMATIC REFLECTOR | | | 0077 808-75996 19.000 EACH| 19.00000 361.00| 17.24000 327.56| 10.00000 190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 15.000 EACH| 98.00000 1470.00| 69.56000 1043.40| 65.00000 975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 203-06499 1580.100 m2 | 10.00000 15801.00| 5.12000 8090.11| 7.00000 11060.70 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 953,434.65| $ 1,018,361.84| $ 1,044,354.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 953,434.65| $ 1,018,361.84| $ 1,044,354.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4321004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 258,472.35 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 272,519.60 105.4347% 3 35-1609544 SCHUTT-LOOKABILL CO $ 288,698.90 111.6943% 4 35-1447641 STRUCTURE CONTRACTORS $ 292,952.35 113.3399% 5 35-1996475 C & H/M EXCAVATING, INC. $ 294,578.30 113.9689% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 318,629.04 123.2739% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1609544 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL 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 | 1000.00000 6000.00| 1000.00000 6000.00| 2000.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 50.00000 50.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 13500.00000 13500.00| 14400.00000 14400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 494.000 LFT | 4.00000 1976.00| 5.00000 2470.00| 5.00000 2470.00 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 48330.00000 48330.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 200.000 SYS | 5.50000 1100.00| 10.00000 2000.00| 7.71000 1542.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 407.000 CYS | 18.00000 7326.00| 7.50000 3052.50| 8.00000 3256.00 EXCAVATION, COMMON | | | 0008 211-02060 15.800 CYS | 50.00000 790.00| 25.00000 395.00| 40.00000 632.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 54.000 TON | 30.00000 1620.00| 22.50000 1215.00| 35.00000 1890.00 COMPACTED AGGREGATE, O, 53 | | | 0010 406-05521 147.000 SYS | 1.00000 147.00| 1.00000 147.00| 0.11000 16.17 ASPHALT FOR TACK COAT | | | 0011 601-01522 4.000 EACH| 1150.00000 4600.00| 1225.00000 4900.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-07023 2.000 EACH| 5400.00000 10800.00| 4950.00000 9900.00| 6100.00000 12200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0013 601-94689 4.000 EACH| 2025.00000 8100.00| 2200.00000 8800.00| 2280.00000 9120.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1609544 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 1017.00000 1017.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0015 601-99105 350.000 LFT | 9.75000 3412.50| 10.75000 3762.50| 11.00000 3850.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 420.000 LFT | 21.00000 8820.00| 18.50000 7770.00| 18.00000 7560.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 26.000 EACH| 7.00000 182.00| 8.00000 208.00| 6.00000 156.00 BARRIER DELINEATOR | | | 0018 610-05527 234.000 TON | 77.00000 18018.00| 95.00000 22230.00| 99.00000 23166.00 HMA FOR APPROACHES | | | 0019 610-06259 162.400 SYS | 75.00000 12180.00| 55.00000 8932.00| 76.00000 12342.40 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0020 616-02320 528.000 SYS | 3.00000 1584.00| 3.00000 1584.00| 1.85000 976.80 GEOTEXTILES | | | 0021 616-05689 640.000 TON | 23.00000 14720.00| 20.00000 12800.00| 22.66000 14502.40 RIPRAP, CLASS 2 | | | 0022 616-06405 16.000 TON | 23.00000 368.00| 25.00000 400.00| 60.00000 960.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 425.00000 425.00| 600.00000 600.00| 480.00000 480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 SYS | 1.22000 1220.00| 1.50000 1500.00| 1.38000 1380.00 MULCHED SEEDING, R | | | 0025 703-51032 16059.000 LBS | 0.70000 11241.30| 1.00000 16059.00| 0.79000 12686.61 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 26.000 EACH| 10.00000 260.00| 12.50000 325.00| 10.64000 276.64 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 8.200 CYS | 600.00000 4920.00| 800.00000 6560.00| 1120.00000 9184.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 392.000 LFT | 39.00000 15288.00| 42.50000 16660.00| 38.47000 15080.24 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 4560.00000 4560.00| 3000.00000 3000.00| 2270.00000 2270.00 SURFACE SEAL | | | 0031 722-51842 724.000 SYS | 55.00000 39820.00| 50.00000 36200.00| 42.30000 30625.20 BRIDGE DECK OVERLAY | | | 0032 722-51846 1.300 CYS | 300.00000 390.00| 300.00000 390.00| 300.00000 390.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1609544 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 722-51852 657.000 SFT | 6.00000 3942.00| 8.00000 5256.00| 7.17000 4710.69 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 724.000 SYS | 7.00000 5068.00| 8.50000 6154.00| 7.71000 5582.04 SURFACE MILLING | | | 0035 801-01851 LUMP| 11500.00000 11500.00| 14500.00000 14500.00| 12650.00000 12650.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0036 801-06207 2367.000 LFT | 0.95000 2248.65| 1.00000 2367.00| 1.07000 2532.69 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 23.000 EACH| 75.00000 1725.00| 100.00000 2300.00| 85.00000 1955.00 CONSTRUCTION SIGN, A | | | 0038 801-06645 12.000 EACH| 35.00000 420.00| 35.00000 420.00| 39.00000 468.00 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 2000.00000 2000.00| 6500.00000 6500.00| 5490.00000 5490.00 MAINTAINING TRAFFIC | | | 0040 808-06713 1104.000 LFT | 0.30000 331.20| 0.40000 441.60| 0.34000 375.36 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 1285.000 LFT | 0.30000 385.50| 0.40000 514.00| 0.34000 436.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-06716 1307.000 LFT | 0.60000 784.20| 1.00000 1307.00| 0.68000 888.76 LINE, REMOVE | | | SECTION TOTALS | $ 258,472.35| $ 272,519.60| $ 288,698.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,472.35| $ 272,519.60| $ 288,698.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1996475 |(6) 35-1618530 |STRUCTURE CONTRACTORS |C & H/M EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI 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 | 1200.00000 7200.00| 1725.00000 10350.00| 1500.00000 9000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 1800.00000 1800.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 13755.00000 13755.00| 15900.00000 15900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 494.000 LFT | 5.00000 2470.00| 4.20000 2074.80| 4.50000 2223.00 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 42000.00000 42000.00| 19122.00000 19122.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 200.000 SYS | 10.00000 2000.00| 7.25000 1450.00| 5.00000 1000.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 407.000 CYS | 4.00000 1628.00| 10.00000 4070.00| 15.00000 6105.00 EXCAVATION, COMMON | | | 0008 211-02060 15.800 CYS | 80.00000 1264.00| 60.00000 948.00| 100.00000 1580.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 54.000 TON | 32.00000 1728.00| 20.00000 1080.00| 40.00000 2160.00 COMPACTED AGGREGATE, O, 53 | | | 0010 406-05521 147.000 SYS | 0.10000 14.70| 2.30000 338.10| 0.12000 17.64 ASPHALT FOR TACK COAT | | | 0011 601-01522 4.000 EACH| 1200.00000 4800.00| 1344.00000 5376.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-07023 2.000 EACH| 5500.00000 11000.00| 6600.00000 13200.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0013 601-94689 4.000 EACH| 2100.00000 8400.00| 2490.00000 9960.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-97774 1.000 EACH| 1000.00000 1000.00| 1230.00000 1230.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0015 601-99105 350.000 LFT | 12.00000 4200.00| 30.60000 10710.00| 10.25000 3587.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 420.000 LFT | 30.00000 12600.00| 26.00000 10920.00| 30.00000 12600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 26.000 EACH| 10.00000 260.00| 8.40000 218.40| 7.50000 195.00 BARRIER DELINEATOR | | | 0018 610-05527 234.000 TON | 90.00000 21060.00| 63.25000 14800.50| 90.00000 21060.00 HMA FOR APPROACHES | | | 0019 610-06259 162.400 SYS | 62.00000 10068.80| 60.00000 9744.00| 100.00000 16240.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1996475 |(6) 35-1618530 |STRUCTURE CONTRACTORS |C & H/M EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 528.000 SYS | 5.00000 2640.00| 3.50000 1848.00| 4.00000 2112.00 GEOTEXTILES | | | 0021 616-05689 640.000 TON | 35.00000 22400.00| 18.00000 11520.00| 38.00000 24320.00 RIPRAP, CLASS 2 | | | 0022 616-06405 16.000 TON | 95.00000 1520.00| 50.00000 800.00| 65.00000 1040.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 804.00000 804.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 SYS | 1.30000 1300.00| 2.30000 2300.00| 1.25000 1250.00 MULCHED SEEDING, R | | | 0025 703-51032 16059.000 LBS | 1.25000 20073.75| 1.00000 16059.00| 0.80000 12847.20 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 26.000 EACH| 15.00000 390.00| 24.50000 637.00| 25.00000 650.00 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 8.200 CYS | 350.00000 2870.00| 710.00000 5822.00| 565.00000 4633.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 800.00000 3200.00| 1425.00000 5700.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 392.000 LFT | 50.00000 19600.00| 60.25000 23618.00| 50.00000 19600.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 4600.00000 4600.00| 3500.00000 3500.00| 2700.00000 2700.00 SURFACE SEAL | | | 0031 722-51842 724.000 SYS | 46.00000 33304.00| 54.75000 39639.00| 50.00000 36200.00 BRIDGE DECK OVERLAY | | | 0032 722-51846 1.300 CYS | 300.00000 390.00| 300.00000 390.00| 300.00000 390.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 657.000 SFT | 7.00000 4599.00| 8.80000 5781.60| 8.00000 5256.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 724.000 SYS | 5.00000 3620.00| 7.25000 5249.00| 5.00000 3620.00 SURFACE MILLING | | | 0035 801-01851 LUMP| 12000.00000 12000.00| 23963.00000 23963.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0036 801-06207 2367.000 LFT | 1.00000 2367.00| 1.15000 2722.05| 1.00000 2367.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 23.000 EACH| 75.00000 1725.00| 136.00000 3128.00| 90.00000 2070.00 CONSTRUCTION SIGN, A | | | 0038 801-06645 12.000 EACH| 35.00000 420.00| 62.00000 744.00| 35.00000 420.00 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 6500.00000 6500.00| 6640.00000 6640.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,460.52 ROUTE : SR 121 CALL ORDER : 461 CONTRACT ID : B -25710-A COUNTIES : FAYETTE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1996475 |(6) 35-1618530 |STRUCTURE CONTRACTORS |C & H/M EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06713 1104.000 LFT | 0.50000 552.00| 0.50000 552.00| 0.35000 386.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 1285.000 LFT | 0.50000 642.50| 0.50000 642.50| 0.35000 449.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-06716 1307.000 LFT | 0.80000 1045.60| 1.05000 1372.35| 0.65000 849.55 LINE, REMOVE | | | SECTION TOTALS | $ 292,952.35| $ 294,578.30| $ 318,629.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 292,952.35| $ 294,578.30| $ 318,629.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0425032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 391,363.15 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 401,648.43 102.6280% 3 35-1878024 RAGLE, INC. $ 409,754.96 104.6994% 4 35-1801998 CLR, INC. $ 410,400.25 104.8643% 5 35-0626844 RUDOLPH, J.H. & CO $ 457,913.18 117.0046% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 487,611.23 124.5930% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|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 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 1000.00000 6000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 2200.00000 2200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 130.000 SYS | 17.50000 2275.00| 12.00000 1560.00| 12.50000 1625.00 PAVEMENT, REMOVE | | | 0006 202-02241 591.000 LFT | 5.00000 2955.00| 3.60000 2127.60| 3.50000 2068.50 GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 LFT | 10.00000 700.00| 8.00000 560.00| 5.50000 385.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 55000.00000 55000.00| 33000.00000 33000.00| 26500.00000 26500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 570.000 SYS | 6.00000 3420.00| 4.00000 2280.00| 5.00000 2850.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 380.000 CYS | 15.00000 5700.00| 25.00000 9500.00| 20.00000 7600.00 BORROW | | | 0011 303-52308 50.000 TON | 20.00000 1000.00| 27.00000 1350.00| 16.00000 800.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 830.000 SYS | 0.90000 747.00| 0.80000 664.00| 0.86000 713.80 ASPHALT FOR TACK COAT | | | 0013 601-01522 2.000 EACH| 1500.00000 3000.00| 1190.00000 2380.00| 1190.00000 2380.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-06224 2.000 EACH| 36000.00000 72000.00| 32950.00000 65900.00| 32950.00000 65900.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0015 601-07023 2.000 EACH| 3800.00000 7600.00| 5300.00000 10600.00| 5300.00000 10600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0016 601-94689 2.000 EACH| 2100.00000 4200.00| 2275.00000 4550.00| 2275.00000 4550.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 56.250 LFT | 15.00000 843.75| 13.60000 765.00| 13.60000 765.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 590.000 LFT | 16.50000 9735.00| 19.00000 11210.00| 30.00000 17700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 24.000 EACH| 8.00000 192.00| 7.00000 168.00| 7.00000 168.00 BARRIER DELINEATOR | | | 0020 610-05527 65.000 TON | 110.00000 7150.00| 150.00000 9750.00| 90.00000 5850.00 HMA FOR APPROACHES | | | 0021 610-06259 148.900 SYS | 53.50000 7966.15| 85.00000 12656.50| 50.00000 7445.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0022 616-02320 59.000 SYS | 3.00000 177.00| 3.25000 191.75| 2.00000 118.00 GEOTEXTILES | | | 0023 616-06405 20.000 TON | 24.00000 480.00| 42.00000 840.00| 22.00000 440.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 500.00000 500.00| 660.00000 660.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1000.000 SYS | 1.00000 1000.00| 1.90000 1900.00| 1.35000 1350.00 MULCHED SEEDING, R | | | 0026 702-51005 3.000 CYS | 350.00000 1050.00| 900.00000 2700.00| 625.00000 1875.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51110 2576.000 LBS | 2.75000 7084.00| 2.00000 5152.00| 2.50000 6440.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 703-51030 3078.000 LBS | 0.65000 2000.70| 0.65000 2000.70| 0.52000 1600.56 REINFORCING STEEL | | | 0029 703-51032 57471.000 LBS | 0.65000 37356.15| 0.63000 36206.73| 0.60000 34482.60 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 700.000 EACH| 8.80000 6160.00| 6.00000 4200.00| 7.00000 4900.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 179.100 CYS | 300.00000 53730.00| 400.00000 71640.00| 475.00000 85072.50 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 900.00000 1800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 42.600 CYS | 380.00000 16188.00| 425.00000 18105.00| 310.00000 13206.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1878024 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 5000.00000 5000.00| 4710.00000 4710.00| 4710.00000 4710.00 SURFACE SEAL | | | 0035 710-51870 75.000 SFT | 60.00000 4500.00| 50.00000 3750.00| 50.00000 3750.00 REPOINTING MASONRY IN STRUCTURES | | | 0036 711-01373 240.000 EACH| 15.00000 3600.00| 20.00000 4800.00| 9.00000 2160.00 BOLT , REMOVE | | | 0037 711-96800 2664.000 EACH| 1.85000 4928.40| 1.65000 4395.60| 1.65000 4395.60 STUD SHEAR CONNECTOR | | | 0038 715-03584 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| 650.00000 1300.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0039 715-05171 80.000 LFT | 20.00000 1600.00| 30.00000 2400.00| 22.00000 1760.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0040 715-46010 2.000 EACH| 205.00000 410.00| 350.00000 700.00| 265.00000 530.00 PIPE END SECTION, 18 IN. | | | 0041 715-91361 20.000 LFT | 20.00000 400.00| 100.00000 2000.00| 40.00000 800.00 PIPE, PVC, 6 IN. | | | 0042 724-03276 58.000 LFT | 74.00000 4292.00| 90.00000 5220.00| 90.00000 5220.00 EXPANSION JOINT SEALING SYSTEM | | | 0043 801-01851 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 32000.00000 32000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0044 801-06207 2644.000 LFT | 1.00000 2644.00| 0.95000 2511.80| 0.95000 2511.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 16.000 EACH| 125.00000 2000.00| 75.00000 1200.00| 159.00000 2544.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 6.000 EACH| 45.00000 270.00| 45.00000 270.00| 59.00000 354.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 4500.00000 4500.00| 2500.00000 2500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0048 808-06713 1520.000 LFT | 0.35000 532.00| 1.00000 1520.00| 0.44000 668.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-06714 1520.000 LFT | 0.35000 532.00| 1.00000 1520.00| 0.44000 668.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0050 808-06716 1245.000 LFT | 1.00000 1245.00| 0.75000 933.75| 0.60000 747.00 LINE, REMOVE | | | SECTION TOTALS | $ 391,363.15| $ 401,648.43| $ 409,754.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,363.15| $ 401,648.43| $ 409,754.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-0626844 |(6) 35-1618530 |CLR, INC. |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI 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| 3000.00000 18000.00| 1200.00000 7200.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20500.00000 20500.00| 22800.00000 22800.00| 24380.00000 24380.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 4570.00000 4570.00| 5800.00000 5800.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 130.000 SYS | 15.00000 1950.00| 38.00000 4940.00| 54.00000 7020.00 PAVEMENT, REMOVE | | | 0006 202-02241 591.000 LFT | 3.50000 2068.50| 5.20000 3073.20| 3.60000 2127.60 GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 LFT | 18.00000 1260.00| 11.00000 770.00| 10.00000 700.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 16000.00000 16000.00| 19000.00000 19000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 570.000 SYS | 4.75000 2707.50| 5.00000 2850.00| 5.50000 3135.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 380.000 CYS | 10.00000 3800.00| 29.00000 11020.00| 26.00000 9880.00 BORROW | | | 0011 303-52308 50.000 TON | 70.00000 3500.00| 35.00000 1750.00| 30.00000 1500.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 830.000 SYS | 0.83000 688.90| 1.00000 830.00| 0.82000 680.60 ASPHALT FOR TACK COAT | | | 0013 601-01522 2.000 EACH| 1545.00000 3090.00| 1625.00000 3250.00| 1400.00000 2800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-06224 2.000 EACH| 32600.00000 65200.00| 32000.00000 64000.00| 35000.00000 70000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0015 601-07023 2.000 EACH| 3700.00000 7400.00| 3850.00000 7700.00| 4000.00000 8000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0016 601-94689 2.000 EACH| 2875.00000 5750.00| 3000.00000 6000.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 56.250 LFT | 55.00000 3093.75| 51.50000 2896.88| 12.50000 703.13 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 590.000 LFT | 18.50000 10915.00| 29.50000 17405.00| 30.00000 17700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 24.000 EACH| 13.00000 312.00| 6.65000 159.60| 8.50000 204.00 BARRIER DELINEATOR | | | 0020 610-05527 65.000 TON | 100.00000 6500.00| 100.00000 6500.00| 95.00000 6175.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-0626844 |(6) 35-1618530 |CLR, INC. |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06259 148.900 SYS | 100.00000 14890.00| 60.00000 8934.00| 70.00000 10423.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0022 616-02320 59.000 SYS | 9.25000 545.75| 3.50000 206.50| 1.80000 106.20 GEOTEXTILES | | | 0023 616-06405 20.000 TON | 70.00000 1400.00| 30.00000 600.00| 26.00000 520.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 200.00000 200.00| 715.00000 715.00| 670.00000 670.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1000.000 SYS | 1.00000 1000.00| 2.00000 2000.00| 2.00000 2000.00 MULCHED SEEDING, R | | | 0026 702-51005 3.000 CYS | 1000.00000 3000.00| 745.00000 2235.00| 2500.00000 7500.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51110 2576.000 LBS | 2.25000 5796.00| 2.50000 6440.00| 4.10000 10561.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 703-51030 3078.000 LBS | 0.50000 1539.00| 1.00000 3078.00| 0.50000 1539.00 REINFORCING STEEL | | | 0029 703-51032 57471.000 LBS | 0.65000 37356.15| 0.95000 54597.45| 0.70000 40229.70 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 700.000 EACH| 5.50000 3850.00| 6.50000 4550.00| 13.95000 9765.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 179.100 CYS | 565.00000 101191.50| 541.50000 96982.65| 600.00000 107460.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 2.000 EACH| 1525.00000 3050.00| 1400.00000 2800.00| 1300.00000 2600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 42.600 CYS | 365.00000 15549.00| 365.00000 15549.00| 350.00000 14910.00 CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 4850.00000 4850.00| 5000.00000 5000.00| 4800.00000 4800.00 SURFACE SEAL | | | 0035 710-51870 75.000 SFT | 15.00000 1125.00| 50.00000 3750.00| 90.00000 6750.00 REPOINTING MASONRY IN STRUCTURES | | | 0036 711-01373 240.000 EACH| 2.15000 516.00| 12.00000 2880.00| 11.00000 2640.00 BOLT , REMOVE | | | 0037 711-96800 2664.000 EACH| 1.55000 4129.20| 1.75000 4662.00| 1.70000 4528.80 STUD SHEAR CONNECTOR | | | 0038 715-03584 2.000 EACH| 460.00000 920.00| 450.00000 900.00| 600.00000 1200.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0039 715-05171 80.000 LFT | 27.35000 2188.00| 22.75000 1820.00| 35.00000 2800.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0040 715-46010 2.000 EACH| 280.00000 560.00| 270.00000 540.00| 450.00000 900.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,200.08 ROUTE : SR 650 CALL ORDER : 481 CONTRACT ID : B -25799-A COUNTIES : MARTIN LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-0626844 |(6) 35-1618530 |CLR, INC. |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-91361 20.000 LFT | 15.00000 300.00| 18.50000 370.00| 22.00000 440.00 PIPE, PVC, 6 IN. | | | 0042 724-03276 58.000 LFT | 165.00000 9570.00| 49.50000 2871.00| 70.00000 4060.00 EXPANSION JOINT SEALING SYSTEM | | | 0043 801-01851 LUMP| 10150.00000 10150.00| 19350.00000 19350.00| 14018.00000 14018.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0044 801-06207 2644.000 LFT | 1.00000 2644.00| 1.10000 2908.40| 1.00000 2644.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 16.000 EACH| 100.00000 1600.00| 110.00000 1760.00| 170.00000 2720.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 6.000 EACH| 40.00000 240.00| 45.00000 270.00| 65.00000 390.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 6500.00000 6500.00| 9500.00000 9500.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0048 808-06713 1520.000 LFT | 0.25000 380.00| 0.25000 380.00| 0.49000 744.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-06714 1520.000 LFT | 0.25000 380.00| 0.25000 380.00| 0.49000 744.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0050 808-06716 1245.000 LFT | 1.00000 1245.00| 1.10000 1369.50| 1.80000 2241.00 LINE, REMOVE | | | SECTION TOTALS | $ 410,400.25| $ 457,913.18| $ 487,611.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,400.25| $ 457,913.18| $ 487,611.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,983.84 ROUTE : US 231 CALL ORDER : 491 CONTRACT ID : B -25800-A COUNTIES : JASPER LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3737017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 215,880.05 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 241,350.36 117.0093% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE 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 5.000 MOS | 1500.00000 7500.00| 1050.00000 5250.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1106.90000 1106.90| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 12170.50000 12170.50| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 234.000 m2 | 15.00000 3510.00| 11.28000 2639.52| PAVEMENT, REMOVE | | | 0005 202-02241 136.000 m | 4.20000 571.20| 3.65000 496.40| GUARDRAIL, REMOVE | | | 0006 202-51133 32.000 m | 2.60000 83.20| 2.25000 72.00| RAILING, REMOVE | | | 0007 202-51328 LUMP| 40000.00000 40000.00| 45666.34000 45666.34| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 364.000 m2 | 9.00000 3276.00| 5.75000 2093.00| SURFACE MILLING, ASPHALT | | | 0009 202-96133 30.000 m | 32.67000 980.10| 50.27000 1508.10| PIPE, REMOVE | | | 0010 203-02000 63.000 m3 | 13.00000 819.00| 21.94000 1382.22| EXCAVATION, COMMON | | | 0011 203-02070 33.000 m3 | 15.64000 516.12| 117.57000 3879.81| BORROW | | | 0012 206-51230 2.000 m3 | 130.00000 260.00| 144.47000 288.94| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 5.000 m3 | 39.00000 195.00| 56.55000 282.75| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 158.000 Mg | 16.50000 2607.00| 27.46000 4338.68| COMPACTED AGGREGATE, O, 53 | | | 0015 406-05521 734.000 m2 | 1.00000 734.00| 1.00000 734.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,983.84 ROUTE : US 231 CALL ORDER : 491 CONTRACT ID : B -25800-A COUNTIES : JASPER LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01522 3.000 EACH| 1300.00000 3900.00| 1145.00000 3435.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06242 1.000 EACH| 15647.00000 15647.00| 14225.00000 14225.00| IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0018 601-06424 1.000 EACH| 7810.00000 7810.00| 7100.00000 7100.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-2 | | | 0019 601-94689 3.000 EACH| 2200.00000 6600.00| 2000.00000 6000.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-97774 1.000 EACH| 952.00000 952.00| 850.00000 850.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 601-99105 76.000 m | 35.00000 2660.00| 30.00000 2280.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06729 6.000 EACH| 15.00000 90.00| 4.50000 27.00| BARRIER DELINEATOR | | | 0023 610-05527 93.000 Mg | 120.00000 11160.00| 150.00000 13950.00| HMA FOR APPROACHES | | | 0024 610-06257 234.000 m2 | 48.00000 11232.00| 73.97000 17308.98| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 36.000 m2 | 7.20000 259.20| 10.40000 374.40| GEOTEXTILES | | | 0026 616-06405 20.000 Mg | 40.00000 800.00| 54.72000 1094.40| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 450.00000 450.00| 375.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06560 500.000 m2 | 1.30000 650.00| 1.04000 520.00| MULCHED SEEDING, U | | | 0029 621-06574 30.000 m2 | 42.00000 1260.00| 35.00000 1050.00| SODDING | | | 0030 702-51863 76.000 EACH| 7.00000 532.00| 10.44000 793.44| FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 3236.000 kg | 1.32000 4271.52| 0.85000 2750.60| REINFORCING STEEL | | | 0032 703-51032 4485.000 kg | 1.32000 5920.20| 1.32000 5920.20| REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 11.200 m3 | 937.50000 10500.00| 1999.45000 22393.84| CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,983.84 ROUTE : US 231 CALL ORDER : 491 CONTRACT ID : B -25800-A COUNTIES : JASPER LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 709-51821 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| SURFACE SEAL | | | 0037 715-02628 1.000 EACH| 500.00000 500.00| 837.94000 837.94| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0038 715-05119 56.000 m | 40.00000 2240.00| 67.58000 3784.48| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-46005 1.000 EACH| 150.00000 150.00| 445.70000 445.70| PIPE END SECTION, 375 mm | | | 0040 722-51842 210.000 m2 | 55.00000 11550.00| 97.16000 20403.60| BRIDGE DECK OVERLAY | | | 0041 722-51846 2.100 m3 | 395.00000 829.50| 395.00000 829.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 81.730 m2 | 64.60000 5279.76| 73.56000 6012.06| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 195.000 m2 | 9.00000 1755.00| 15.07000 2938.65| SURFACE MILLING | | | 0044 801-04308 16.000 EACH| 350.00000 5600.00| 110.00000 1760.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 8.000 EACH| 140.00000 1120.00| 64.00000 512.00| BARRICADE, IIIA | | | 0046 801-06606 6.000 EACH| 170.00000 1020.00| 78.00000 468.00| BARRICADE, IIIB | | | 0047 801-06625 20.000 EACH| 100.00000 2000.00| 56.00000 1120.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 26.000 EACH| 140.00000 3640.00| 64.00000 1664.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 10.000 EACH| 70.00000 700.00| 21.00000 210.00| CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 5000.00000 5000.00| 1242.33000 1242.33| MAINTAINING TRAFFIC | | | 0051 808-06712 22.000 m | 4.75000 104.50| 1.12000 24.64| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 176.000 m | 4.75000 836.00| 1.12000 197.12| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 21.000 m | 4.75000 99.75| 1.12000 23.52| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-75996 5.000 EACH| 30.00000 150.00| 68.96000 344.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 5.000 EACH| 300.00000 1500.00| 135.00000 675.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 220,983.84 ROUTE : US 231 CALL ORDER : 491 CONTRACT ID : B -25800-A COUNTIES : JASPER LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 | |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 706-51025 22.000 m | 230.00000 5060.00| 400.00000 8800.00| CONCRETE, C, RAILING | | | SECTION TOTALS | $ 215,880.05| $ 241,350.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,880.05| $ 241,350.36| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5550013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 257,607.00 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 302,183.37 117.3040% 3 35-1561256 KASER-SPRAKER CONSTRUCTION $ 306,230.20 118.8749% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 307,668.98 119.4334% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |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 | 900.00000 5400.00| 993.00000 5958.00| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3970.00000 3970.00| 1143.00000 1143.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13215.00000 13215.00| 10302.12000 10302.12| 25700.00000 25700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 272.000 m2 | 21.05000 5725.60| 36.91000 10039.52| 50.00000 13600.00 PAVEMENT, REMOVE | | | 0005 202-02241 171.880 m | 9.90000 1701.61| 25.00000 4297.00| 25.00000 4297.00 GUARDRAIL, REMOVE | | | 0006 202-51133 57.000 m | 17.60000 1003.20| 13.93000 794.01| 37.00000 2109.00 RAILING, REMOVE | | | 0007 202-51328 LUMP| 19312.49000 19312.49| 18714.99000 18714.99| 12300.00000 12300.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 414.000 m2 | 12.75000 5278.50| 15.10000 6251.40| 16.00000 6624.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 144.000 m2 | 13.05000 1879.20| 28.99000 4174.56| 9.00000 1296.00 SURFACE MILLING, ASPHALT | | | 0010 202-60822 414.000 m2 | 16.25000 6727.50| 12.48000 5166.72| 3.00000 1242.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 303-52308 96.000 Mg | 34.15000 3278.40| 34.22000 3285.12| 35.00000 3360.00 COMPACTED AGGREGATE, O, 53 | | | 0012 404-05511 278.000 m2 | 6.00000 1668.00| 6.00000 1668.00| 6.50000 1807.00 SEAL COAT, 2 | | | 0013 406-05521 144.000 m2 | 2.00000 288.00| 2.00000 288.00| 2.00000 288.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1275.00000 5100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 4600.00000 9200.00| 4600.00000 9200.00| 4900.00000 9800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 144.780 m | 32.00000 4632.96| 32.00000 4632.96| 35.00000 5067.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 18.000 m | 50.65000 911.70| 295.79000 5324.22| 100.00000 1800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 75.000 m | 50.65000 3798.75| 119.34000 8950.50| 80.00000 6000.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 14.000 EACH| 5.00000 70.00| 5.00000 70.00| 10.00000 140.00 BARRIER DELINEATOR | | | 0023 610-05527 156.700 Mg | 95.00000 14886.50| 95.00000 14886.50| 100.00000 15670.00 HMA FOR APPROACHES | | | 0024 610-06259 266.000 m2 | 62.60000 16651.60| 96.90000 25775.40| 60.00000 15960.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 444.000 m2 | 4.35000 1931.40| 4.62000 2051.28| 4.50000 1998.00 GEOTEXTILES | | | 0026 616-06405 245.800 Mg | 30.90000 7595.22| 63.19000 15532.10| 45.00000 11061.00 RIPRAP, REVETMENT | | | 0027 619-93790 LUMP| 9086.00000 9086.00| 13500.00000 13500.00| 11000.00000 11000.00 CLEAN AND EPOXY COAT EXISTING PILES | | | 0028 702-51863 390.000 EACH| 7.70000 3003.00| 14.71000 5736.90| 8.00000 3120.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-01540 34.000 EACH| 10.60000 360.40| 59.73000 2030.82| 28.00000 952.00 THREADED TIE BAR ASSEMBLY | | | 0030 703-51030 3662.000 kg | 1.15000 4211.30| 0.97000 3552.14| 1.40000 5126.80 REINFORCING STEEL | | | 0031 703-51032 2298.000 kg | 1.35000 3102.30| 1.73000 3975.54| 2.20000 5055.60 REINFORCING STEEL, EPOXY COATED | | | 0032 706-05732 4.000 EACH| 1340.00000 5360.00| 1050.00000 4200.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 14.100 m3 | 600.00000 8460.00| 425.00000 5992.50| 775.00000 10927.50 CONCRETE, C, RAILING | | | 0034 708-51813 10.000 m2 | 1250.00000 12500.00| 1050.00000 10500.00| 800.00000 8000.00 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 709-51821 LUMP| 1690.00000 1690.00| 2500.00000 2500.00| 3900.00000 3900.00 SURFACE SEAL | | | 0036 722-51842 414.000 m2 | 75.00000 31050.00| 110.38000 45697.32| 100.00000 41400.00 BRIDGE DECK OVERLAY | | | 0037 722-51846 3.200 m3 | 395.00000 1264.00| 395.00000 1264.00| 395.00000 1264.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 41.000 m2 | 135.00000 5535.00| 72.54000 2974.14| 125.00000 5125.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 727-90308 37.000 m | 88.85000 3287.45| 100.00000 3700.00| 80.00000 2960.00 EPOXY INJECTION, CRACK PREPARATION | | | 0040 727-90309 13.600 L | 115.00000 1564.00| 24.00000 326.40| 40.00000 544.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0041 727-93560 LUMP| 1735.00000 1735.00| 2000.00000 2000.00| 1000.00000 1000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0042 801-01851 LUMP| 14600.00000 14600.00| 13900.00000 13900.00| 17500.00000 17500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 140.000 m | 0.25000 35.00| 0.25000 35.00| 0.50000 70.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1422.000 m | 2.62000 3725.64| 2.62000 3725.64| 3.00000 4266.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06577 10.800 m | 2.62000 28.30| 2.62000 28.30| 5.00000 54.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0046 801-06606 6.000 EACH| 75.00000 450.00| 75.00000 450.00| 100.00000 600.00 BARRICADE, IIIB | | | 0047 801-06640 17.000 EACH| 60.00000 1020.00| 60.00000 1020.00| 75.00000 1275.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 20.00000 40.00| 20.00000 40.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 1300.00000 1300.00| 1455.29000 1455.29| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0050 808-06712 116.000 m | 0.65000 75.40| 0.65000 75.40| 1.00000 116.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 330.000 m | 0.65000 214.50| 0.65000 214.50| 0.80000 264.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 594.000 m | 1.32000 784.08| 1.32000 784.08| 1.50000 891.00 LINE, REMOVE | | | 0053 601-01701 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 35-1561256 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 257,607.00| $ 302,183.37| $ 306,230.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,607.00| $ 302,183.37| $ 306,230.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, 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 | 1000.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15120.00000 15120.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 272.000 m2 | 22.10000 6011.20| | PAVEMENT, REMOVE | | | 0005 202-02241 171.880 m | 25.00000 4297.00| | GUARDRAIL, REMOVE | | | 0006 202-51133 57.000 m | 30.00000 1710.00| | RAILING, REMOVE | | | 0007 202-51328 LUMP| 32973.00000 32973.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 414.000 m2 | 20.00000 8280.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 144.000 m2 | 24.50000 3528.00| | SURFACE MILLING, ASPHALT | | | 0010 202-60822 414.000 m2 | 15.70000 6499.80| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 303-52308 96.000 Mg | 40.00000 3840.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 404-05511 278.000 m2 | 10.00000 2780.00| | SEAL COAT, 2 | | | 0013 406-05521 144.000 m2 | 2.00000 288.00| | ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 4600.00000 9200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 3.000 EACH| 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 900.00000 900.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 144.780 m | 32.00000 4632.96| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 18.000 m | 95.70000 1722.60| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06646 75.000 m | 80.90000 6067.50| | TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 14.000 EACH| 5.00000 70.00| | BARRIER DELINEATOR | | | 0023 610-05527 156.700 Mg | 95.00000 14886.50| | HMA FOR APPROACHES | | | 0024 610-06259 266.000 m2 | 63.00000 16758.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 616-02320 444.000 m2 | 3.50000 1554.00| | GEOTEXTILES | | | 0026 616-06405 245.800 Mg | 89.50000 21999.10| | RIPRAP, REVETMENT | | | 0027 619-93790 LUMP| 9600.00000 9600.00| | CLEAN AND EPOXY COAT EXISTING PILES | | | 0028 702-51863 390.000 EACH| 7.90000 3081.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-01540 34.000 EACH| 12.00000 408.00| | THREADED TIE BAR ASSEMBLY | | | 0030 703-51030 3662.000 kg | 1.30000 4760.60| | REINFORCING STEEL | | | 0031 703-51032 2298.000 kg | 1.60000 3676.80| | REINFORCING STEEL, EPOXY COATED | | | 0032 706-05732 4.000 EACH| 1460.00000 5840.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 14.100 m3 | 590.00000 8319.00| | CONCRETE, C, RAILING | | | 0034 708-51813 10.000 m2 | 1000.00000 10000.00| | PNEUMATICALLY PLACED MORTAR | | | 0035 709-51821 LUMP| 4250.00000 4250.00| | SURFACE SEAL | | | 0036 722-51842 414.000 m2 | 79.10000 32747.40| | BRIDGE DECK OVERLAY | | | 0037 722-51846 3.200 m3 | 395.00000 1264.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 41.000 m2 | 66.60000 2730.60| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 727-90308 37.000 m | 75.00000 2775.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0040 727-90309 13.600 L | 35.00000 476.00| | EPOXY INJECTION, EPOXY MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,477.05 ROUTE : SR 331 CALL ORDER : 501 CONTRACT ID : B -25801-A COUNTIES : ST. JOSEPH LETTING DATE : 12/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 727-93560 LUMP| 900.00000 900.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0042 801-01851 LUMP| 13900.00000 13900.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 140.000 m | 0.25000 35.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1422.000 m | 2.62000 3725.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06577 10.800 m | 2.62000 28.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0046 801-06606 6.000 EACH| 75.00000 450.00| | BARRICADE, IIIB | | | 0047 801-06640 17.000 EACH| 60.00000 1020.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 20.00000 40.00| | CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 9350.00000 9350.00| | MAINTAINING TRAFFIC | | | 0050 808-06712 116.000 m | 0.65000 75.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 330.000 m | 0.65000 214.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 594.000 m | 1.32000 784.08| | LINE, REMOVE | | | 0053 601-01701 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | SECTION TOTALS | $ 307,668.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,668.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0432020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 466,771.34 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 473,570.56 101.4566% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 476,347.09 102.0514% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 498,731.30 106.8470% 5 35-1447641 STRUCTURE CONTRACTORS $ 498,988.90 106.9022% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 553,896.48 118.6654% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-0906416 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|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 105-06790 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| 1291.02000 6455.10 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 2347.31000 2347.31 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 23500.00000 23500.00| 23817.35000 23817.35 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 92.000 m2 | 18.00000 1656.00| 25.00000 2300.00| 28.07000 2582.44 PAVEMENT, REMOVE | | | 0005 202-02241 263.000 m | 9.00000 2367.00| 7.00000 1841.00| 7.93000 2085.59 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 18897.28000 18897.28 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 1669.000 m2 | 4.00000 6676.00| 4.00000 6676.00| 4.79000 7994.51 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 268.000 m2 | 4.00000 1072.00| 4.00000 1072.00| 7.02000 1881.36 SURFACE MILLING, ASPHALT | | | 0009 211-06467 4.000 m3 | 37.50000 150.00| 150.00000 600.00| 76.75000 307.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 62.000 Mg | 15.35000 951.70| 30.00000 1860.00| 27.46000 1702.52 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 343.000 m2 | 0.20000 68.60| 0.12000 41.16| 0.11000 37.73 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1300.00000 5200.00| 1250.00000 5000.00| 1219.47000 4877.88 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01625 2.000 EACH| 1975.00000 3950.00| 1900.00000 3800.00| 1862.93000 3725.86 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-0906416 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01700 2.000 EACH| 1750.00000 3500.00| 1675.00000 3350.00| 1634.60000 3269.20 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-04746 2.000 EACH| 5300.00000 10600.00| 5000.00000 10000.00| 5033.55000 10067.10 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2210.61000 8842.44 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 625.000 m | 32.50000 20312.50| 31.00000 19375.00| 30.48000 19050.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 262.000 m | 65.00000 17030.00| 80.00000 20960.00| 54.33000 14234.46 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 20.000 EACH| 14.00000 280.00| 7.50000 150.00| 8.22000 164.40 BARRIER DELINEATOR | | | 0020 610-05527 230.000 Mg | 147.00000 33810.00| 85.00000 19550.00| 83.51000 19207.30 HMA FOR APPROACHES | | | 0021 610-06257 176.000 m2 | 50.00000 8800.00| 70.00000 12320.00| 66.99000 11790.24 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 2442.000 m2 | 4.00000 9768.00| 2.25000 5494.50| 1.82000 4444.44 GEOTEXTILES | | | 0023 616-05688 544.000 Mg | 22.06000 12000.64| 23.00000 12512.00| 36.87000 20057.28 RIPRAP, CLASS 1 | | | 0024 616-06405 942.000 Mg | 22.04000 20761.68| 19.00000 17898.00| 18.76000 17671.92 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 285.41000 570.82 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 500.000 m2 | 4.00000 2000.00| 2.50000 1250.00| 2.55000 1275.00 MULCHED SEEDING, R | | | 0027 621-06574 42.000 m2 | 22.00000 924.00| 19.00000 798.00| 18.68000 784.56 SODDING | | | 0028 702-51005 7.600 m3 | 921.00000 6999.60| 850.00000 6460.00| 1414.38000 10749.29 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 1180.000 EACH| 5.00000 5900.00| 9.00000 10620.00| 5.46000 6442.80 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2132.000 kg | 1.21000 2579.72| 1.25000 2665.00| 1.32000 2814.24 REINFORCING STEEL | | | 0031 703-51032 10840.000 kg | 1.37000 14850.80| 1.40000 15176.00| 1.47000 15934.80 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 80.000 EACH| 12.00000 960.00| 17.50000 1400.00| 12.91000 1032.80 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-0906416 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51002 8.400 m3 | 1047.62000 8800.01| 600.00000 5040.00| 1677.44000 14090.50 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 985.95000 3943.80 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 242.000 m | 131.00000 31702.00| 100.00000 24200.00| 97.08000 23493.36 CONCRETE, C, RAILING | | | 0036 708-51813 20.000 m2 | 1600.00000 32000.00| 1350.00000 27000.00| 1351.73000 27034.60 PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 5000.00000 5000.00| 4800.00000 4800.00| 4255.16000 4255.16 SURFACE SEAL | | | 0038 722-51401 5.000 m2 | 216.00000 1080.00| 200.00000 1000.00| 395.29000 1976.45 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 1602.000 m2 | 34.00000 54468.00| 40.00000 64080.00| 49.85000 79859.70 BRIDGE DECK OVERLAY | | | 0040 722-51846 17.000 m3 | 395.00000 6715.00| 395.00000 6715.00| 395.00000 6715.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 251.000 m2 | 65.00000 16315.00| 100.00000 25100.00| 80.55000 20218.05 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 1669.000 m2 | 4.00000 6676.00| 2.50000 4172.50| 0.28000 467.32 SURFACE MILLING | | | 0043 724-51925 30.000 m | 280.00000 8400.00| 450.00000 13500.00| 296.49000 8894.70 STRUCTURAL EXPANSION JOINT, SS | | | 0044 801-01851 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 11416.28000 11416.28 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-04308 2.000 EACH| 400.00000 800.00| 175.00000 350.00| 166.06000 332.12 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 308.000 m | 1.44000 443.52| 0.55000 169.40| 0.56000 172.48 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1165.000 m | 3.68000 4287.20| 3.25000 3786.25| 3.28000 3821.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 2.000 EACH| 200.00000 400.00| 80.00000 160.00| 72.65000 145.30 BARRICADE, IIIA | | | 0049 801-06640 37.000 EACH| 140.00000 5180.00| 70.00000 2590.00| 93.41000 3456.17 CONSTRUCTION SIGN, A | | | 0050 801-06645 10.000 EACH| 80.00000 800.00| 30.00000 300.00| 32.17000 321.70 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 17487.42000 17487.42 MAINTAINING TRAFFIC | | | 0052 808-06368 3.700 m | 35.00000 129.50| 9.00000 33.30| 9.19000 34.00 TRANSVERSE MARKING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-0906416 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06713 615.000 m | 0.86000 528.90| 0.35000 215.25| 0.36000 221.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 758.000 m | 0.86000 651.88| 0.35000 265.30| 0.36000 272.88 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 910.000 m | 1.85000 1683.50| 1.55000 1410.50| 1.57000 1428.70 LINE, REMOVE | | | 0056 808-75297 3.700 m | 0.70000 2.59| 12.00000 44.40| 10.93000 40.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75996 8.000 EACH| 20.00000 160.00| 40.00000 320.00| 14.53000 116.24 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 14.000 EACH| 120.00000 1680.00| 75.00000 1050.00| 72.65000 1017.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 466,771.34| $ 473,570.56| $ 476,347.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,771.34| $ 473,570.56| $ 476,347.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |HARVEY, GEORGE R. & SON, 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 5.000 MOS | 1000.00000 5000.00| 1150.00000 5750.00| 1500.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 1500.00000 1500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 24500.00000 24500.00| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 92.000 m2 | 20.00000 1840.00| 65.00000 5980.00| 30.00000 2760.00 PAVEMENT, REMOVE | | | 0005 202-02241 263.000 m | 6.50000 1709.50| 7.50000 1972.50| 7.75000 2038.25 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 27000.00000 27000.00| 46000.00000 46000.00| 44650.00000 44650.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 1669.000 m2 | 6.00000 10014.00| 8.00000 13352.00| 7.75000 12934.75 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 268.000 m2 | 3.50000 938.00| 8.00000 2144.00| 8.30000 2224.40 SURFACE MILLING, ASPHALT | | | 0009 211-06467 4.000 m3 | 28.00000 112.00| 185.00000 740.00| 50.00000 200.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 62.000 Mg | 24.00000 1488.00| 32.00000 1984.00| 40.00000 2480.00 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 343.000 m2 | 0.15000 51.45| 0.10000 34.30| 0.30000 102.90 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1225.00000 4900.00| 1200.00000 4800.00| 1316.00000 5264.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01625 2.000 EACH| 1850.00000 3700.00| 1850.00000 3700.00| 2010.00000 4020.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0014 601-01700 2.000 EACH| 1650.00000 3300.00| 1625.00000 3250.00| 1764.00000 3528.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-04746 2.000 EACH| 4800.00000 9600.00| 5000.00000 10000.00| 5432.00000 10864.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2162.00000 8648.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 625.000 m | 35.00000 21875.00| 30.50000 19062.50| 32.75000 20468.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 262.000 m | 50.00000 13100.00| 57.00000 14934.00| 85.00000 22270.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 20.000 EACH| 8.00000 160.00| 12.00000 240.00| 8.00000 160.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 230.000 Mg | 100.00000 23000.00| 82.50000 18975.00| 150.00000 34500.00 HMA FOR APPROACHES | | | 0021 610-06257 176.000 m2 | 57.50000 10120.00| 62.00000 10912.00| 70.00000 12320.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 2442.000 m2 | 3.00000 7326.00| 4.00000 9768.00| 3.00000 7326.00 GEOTEXTILES | | | 0023 616-05688 544.000 Mg | 35.00000 19040.00| 55.00000 29920.00| 53.00000 28832.00 RIPRAP, CLASS 1 | | | 0024 616-06405 942.000 Mg | 24.00000 22608.00| 21.00000 19782.00| 23.00000 21666.00 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 500.000 m2 | 1.00000 500.00| 3.25000 1625.00| 2.85000 1425.00 MULCHED SEEDING, R | | | 0027 621-06574 42.000 m2 | 10.00000 420.00| 20.00000 840.00| 20.70000 869.40 SODDING | | | 0028 702-51005 7.600 m3 | 900.00000 6840.00| 1400.00000 10640.00| 650.00000 4940.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 1180.000 EACH| 7.50000 8850.00| 6.50000 7670.00| 5.50000 6490.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2132.000 kg | 1.80000 3837.60| 1.30000 2771.60| 1.30000 2771.60 REINFORCING STEEL | | | 0031 703-51032 10840.000 kg | 1.80000 19512.00| 1.55000 16802.00| 1.45000 15718.00 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 80.000 EACH| 12.00000 960.00| 12.00000 960.00| 12.00000 960.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 8.400 m3 | 1000.00000 8400.00| 1400.00000 11760.00| 750.00000 6300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1320.00000 5280.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 242.000 m | 128.00000 30976.00| 125.00000 30250.00| 140.00000 33880.00 CONCRETE, C, RAILING | | | 0036 708-51813 20.000 m2 | 1550.00000 31000.00| 450.00000 9000.00| 1700.00000 34000.00 PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5300.00000 5300.00 SURFACE SEAL | | | 0038 722-51401 5.000 m2 | 250.00000 1250.00| 220.00000 1100.00| 500.00000 2500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 1602.000 m2 | 44.00000 70488.00| 38.00000 60876.00| 46.00000 73692.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51846 17.000 m3 | 395.00000 6715.00| 395.00000 6715.00| 395.00000 6715.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 251.000 m2 | 75.00000 18825.00| 70.00000 17570.00| 60.00000 15060.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 1669.000 m2 | 2.50000 4172.50| 4.00000 6676.00| 4.00000 6676.00 SURFACE MILLING | | | 0043 724-51925 30.000 m | 300.00000 9000.00| 300.00000 9000.00| 297.00000 8910.00 STRUCTURAL EXPANSION JOINT, SS | | | 0044 801-01851 LUMP| 24000.00000 24000.00| 12000.00000 12000.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-04308 2.000 EACH| 200.00000 400.00| 160.00000 320.00| 188.00000 376.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 308.000 m | 1.00000 308.00| 0.50000 154.00| 0.60000 184.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1165.000 m | 3.25000 3786.25| 3.12000 3634.80| 3.68000 4287.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 2.000 EACH| 100.00000 200.00| 70.00000 140.00| 83.00000 166.00 BARRICADE, IIIA | | | 0049 801-06640 37.000 EACH| 90.00000 3330.00| 60.00000 2220.00| 70.00000 2590.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 10.000 EACH| 30.00000 300.00| 30.00000 300.00| 35.00000 350.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0052 808-06368 3.700 m | 10.00000 37.00| 9.00000 33.30| 10.50000 38.85 TRANSVERSE MARKING, REMOVE | | | 0053 808-06713 615.000 m | 0.50000 307.50| 0.50000 307.50| 0.40000 246.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 758.000 m | 0.50000 379.00| 0.50000 379.00| 0.40000 303.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 910.000 m | 2.00000 1820.00| 1.60000 1456.00| 1.75000 1592.50 LINE, REMOVE | | | 0056 808-75297 3.700 m | 15.00000 55.50| 12.00000 44.40| 12.40000 45.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75996 8.000 EACH| 20.00000 160.00| 8.00000 64.00| 20.00000 160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 14.000 EACH| 80.00000 1120.00| 70.00000 980.00| 83.00000 1162.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,685.39 ROUTE : US 231 CALL ORDER : 511 CONTRACT ID : B -25802-A COUNTIES : PUTNAM LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1447641 |(6) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 498,731.30| $ 498,988.90| $ 553,896.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,731.30| $ 498,988.90| $ 553,896.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1051018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID --------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 183,932.24 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 187,248.06 101.8027% 3 35-0974806 SOUTHWEST ENGINEERING INC. $ 198,801.66 108.0841% 4 35-2072438 T D & O LLC $ 199,999.60 108.7354% 5 35-1801998 CLR, INC. $ 200,604.22 109.0641% 6 35-1878024 RAGLE, INC. $ 214,456.01 116.5951% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 233,030.20 126.6935% 8 35-0626844 RUDOLPH, J.H. & CO $ 239,253.29 130.0768% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0974806 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SOUTHWEST ENGINEERING 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 | 1000.00000 6000.00| 1000.00000 6000.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 38.400 m | 12.50000 480.00| 20.00000 768.00| 9.00000 345.60 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 8500.00000 8500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 335.300 m2 | 8.50000 2850.05| 8.00000 2682.40| 10.00000 3353.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 15.00000 900.00| 25.00000 1500.00| 15.00000 900.00 EXCAVATION, COMMON | | | 0009 213-52830 2.000 m3 | 120.00000 240.00| 160.00000 320.00| 100.00000 200.00 FLOWABLE MORTAR | | | 0010 303-52308 270.000 Mg | 17.50000 4725.00| 28.00000 7560.00| 24.00000 6480.00 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 1481.000 m2 | 0.75000 1110.75| 0.40000 592.40| 0.50000 740.50 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1350.00000 5400.00| 1265.00000 5060.00| 1365.00000 5460.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0974806 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SOUTHWEST ENGINEERING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-07023 2.000 EACH| 3800.00000 7600.00| 5450.00000 10900.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2250.00000 9000.00| 2150.00000 8600.00| 3000.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 62.870 m | 45.00000 2829.15| 33.00000 2074.71| 35.00000 2200.45 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 97.600 m | 50.00000 4880.00| 75.00000 7320.00| 60.00000 5856.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 12.000 EACH| 8.00000 96.00| 7.00000 84.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0018 610-05527 261.000 Mg | 90.00000 23490.00| 65.00000 16965.00| 90.00000 23490.00 HMA FOR APPROACHES | | | 0019 610-06259 111.800 m2 | 55.00000 6149.00| 90.00000 10062.00| 135.00000 15093.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0020 616-02320 204.000 m2 | 3.00000 612.00| 3.00000 612.00| 5.00000 1020.00 GEOTEXTILES | | | 0021 616-05689 124.000 Mg | 20.00000 2480.00| 26.00000 3224.00| 45.00000 5580.00 RIPRAP, CLASS 2 | | | 0022 616-06405 286.000 Mg | 20.00000 5720.00| 24.00000 6864.00| 26.00000 7436.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 350.00000 350.00| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 0.80000 800.00| 0.60000 600.00| 0.65000 650.00 MULCHED SEEDING, R | | | 0025 703-51030 1328.000 kg | 1.60000 2124.80| 1.40000 1859.20| 2.20000 2921.60 REINFORCING STEEL | | | 0026 703-51032 2224.000 kg | 2.00000 4448.00| 1.70000 3780.80| 3.00000 6672.00 REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 82.000 EACH| 12.00000 984.00| 10.00000 820.00| 17.00000 1394.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 1.900 m3 | 500.00000 950.00| 1200.00000 2280.00| 1000.00000 1900.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 43.130 m | 138.00000 5951.94| 130.00000 5606.90| 77.00000 3321.01 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 1500.00000 1500.00| 1275.00000 1275.00| 1300.00000 1300.00 SURFACE SEAL | | | 0032 715-05021 44.000 m | 45.00000 1980.00| 90.00000 3960.00| 45.00000 1980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0974806 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SOUTHWEST ENGINEERING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-46005 2.000 EACH| 185.00000 370.00| 330.00000 660.00| 200.00000 400.00 PIPE END SECTION, 375 mm | | | 0034 722-51842 178.900 m2 | 79.50000 14222.55| 90.00000 16101.00| 84.00000 15027.60 BRIDGE DECK OVERLAY | | | 0035 722-51846 2.900 m3 | 395.00000 1145.50| 395.00000 1145.50| 395.00000 1145.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 33.000 m2 | 87.50000 2887.50| 90.00000 2970.00| 65.00000 2145.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 163.200 m2 | 10.00000 1632.00| 8.00000 1305.60| 10.00000 1632.00 SURFACE MILLING | | | 0038 801-01851 LUMP| 12000.00000 12000.00| 11500.00000 11500.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06207 622.000 m | 3.00000 1866.00| 3.25000 2021.50| 3.20000 1990.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06640 21.000 EACH| 100.00000 2100.00| 80.00000 1680.00| 75.00000 1575.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 6.000 EACH| 40.00000 240.00| 45.00000 270.00| 45.00000 270.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0043 808-06713 348.000 m | 1.00000 348.00| 1.35000 469.80| 1.50000 522.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 348.000 m | 1.00000 348.00| 1.35000 469.80| 1.50000 522.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 361.000 m | 2.00000 722.00| 2.45000 884.45| 3.00000 1083.00 LINE, REMOVE | | | SECTION TOTALS | $ 183,932.24| $ 187,248.06| $ 198,801.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,932.24| $ 187,248.06| $ 198,801.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1801998 |(6) 35-1878024 |T D & O LLC |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1600.00000 9600.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 500.00000 500.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5880.00000 5880.00| 10300.00000 10300.00| 10500.00000 10500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5325.00000 5325.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 38.400 m | 12.00000 460.80| 9.00000 345.60| 10.00000 384.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 10000.00000 10000.00| 4800.00000 4800.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 335.300 m2 | 4.50000 1508.85| 13.00000 4358.90| 12.00000 4023.60 SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 10.00000 600.00| 75.00000 4500.00| 15.00000 900.00 EXCAVATION, COMMON | | | 0009 213-52830 2.000 m3 | 250.00000 500.00| 550.00000 1100.00| 220.00000 440.00 FLOWABLE MORTAR | | | 0010 303-52308 270.000 Mg | 25.00000 6750.00| 29.00000 7830.00| 16.00000 4320.00 COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 1481.000 m2 | 0.65000 962.65| 0.35000 518.35| 0.45000 666.45 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1265.00000 5060.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-07023 2.000 EACH| 4000.00000 8000.00| 3750.00000 7500.00| 5450.00000 10900.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2500.00000 10000.00| 2375.00000 9500.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 62.870 m | 70.00000 4400.90| 69.00000 4338.03| 33.00000 2074.71 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 97.600 m | 100.00000 9760.00| 70.00000 6832.00| 115.00000 11224.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 12.000 EACH| 10.00000 120.00| 15.00000 180.00| 7.00000 84.00 BARRIER DELINEATOR | | | 0018 610-05527 261.000 Mg | 85.00000 22185.00| 90.00000 23490.00| 84.00000 21924.00 HMA FOR APPROACHES | | | 0019 610-06259 111.800 m2 | 70.00000 7826.00| 110.00000 12298.00| 75.00000 8385.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1801998 |(6) 35-1878024 |T D & O LLC |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 204.000 m2 | 4.00000 816.00| 8.00000 1632.00| 2.35000 479.40 GEOTEXTILES | | | 0021 616-05689 124.000 Mg | 30.00000 3720.00| 29.00000 3596.00| 20.00000 2480.00 RIPRAP, CLASS 2 | | | 0022 616-06405 286.000 Mg | 30.00000 8580.00| 16.00000 4576.00| 20.00000 5720.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 2.25000 2250.00| 2.00000 2000.00| 1.60000 1600.00 MULCHED SEEDING, R | | | 0025 703-51030 1328.000 kg | 1.40000 1859.20| 1.60000 2124.80| 1.65000 2191.20 REINFORCING STEEL | | | 0026 703-51032 2224.000 kg | 1.50000 3336.00| 1.70000 3780.80| 1.80000 4003.20 REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 82.000 EACH| 25.00000 2050.00| 9.00000 738.00| 12.00000 984.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 1.900 m3 | 500.00000 950.00| 850.00000 1615.00| 500.00000 950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1250.00000 5000.00| 745.00000 2980.00| 600.00000 2400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 43.130 m | 150.00000 6469.50| 155.00000 6685.15| 80.00000 3450.40 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 5000.00000 5000.00| 1350.00000 1350.00| 1230.00000 1230.00 SURFACE SEAL | | | 0032 715-05021 44.000 m | 50.00000 2200.00| 40.00000 1760.00| 46.00000 2024.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0033 715-46005 2.000 EACH| 600.00000 1200.00| 245.00000 490.00| 190.00000 380.00 PIPE END SECTION, 375 mm | | | 0034 722-51842 178.900 m2 | 60.00000 10734.00| 130.00000 23257.00| 80.00000 14312.00 BRIDGE DECK OVERLAY | | | 0035 722-51846 2.900 m3 | 395.00000 1145.50| 395.00000 1145.50| 395.00000 1145.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 33.000 m2 | 80.00000 2640.00| 86.00000 2838.00| 60.00000 1980.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 163.200 m2 | 6.00000 979.20| 12.00000 1958.40| 13.00000 2121.60 SURFACE MILLING | | | 0038 801-01851 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 32000.00000 32000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06207 622.000 m | 3.50000 2177.00| 2.90000 1803.80| 3.25000 2021.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1801998 |(6) 35-1878024 |T D & O LLC |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06640 21.000 EACH| 100.00000 2100.00| 70.00000 1470.00| 115.00000 2415.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 6.000 EACH| 60.00000 360.00| 40.00000 240.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0043 808-06713 348.000 m | 1.00000 348.00| 0.93000 323.64| 1.35000 469.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 348.000 m | 1.00000 348.00| 0.93000 323.64| 1.35000 469.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 361.000 m | 3.00000 1083.00| 2.01000 725.61| 1.85000 667.85 LINE, REMOVE | | | SECTION TOTALS | $ 199,999.60| $ 200,604.22| $ 214,456.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,999.60| $ 200,604.22| $ 214,456.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0626844 | |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & 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 | 1200.00000 7200.00| 1800.00000 10800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 2100.00000 2100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11650.00000 11650.00| 11800.00000 11800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 38.400 m | 40.00000 1536.00| 10.72000 411.65| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 20000.00000 20000.00| 10600.00000 10600.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 335.300 m2 | 11.00000 3688.30| 5.35000 1793.86| SURFACE MILLING, ASPHALT | | | 0008 203-02000 60.000 m3 | 18.00000 1080.00| 44.50000 2670.00| EXCAVATION, COMMON | | | 0009 213-52830 2.000 m3 | 140.00000 280.00| 155.00000 310.00| FLOWABLE MORTAR | | | 0010 303-52308 270.000 Mg | 30.00000 8100.00| 25.50000 6885.00| COMPACTED AGGREGATE, O, 53 | | | 0011 406-05521 1481.000 m2 | 0.72000 1066.32| 0.45000 666.45| ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1300.00000 5200.00| 1429.42000 5717.68| GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-07023 2.000 EACH| 4500.00000 9000.00| 4000.00000 8000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2200.00000 8800.00| 2733.76000 10935.04| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 62.870 m | 34.00000 2137.58| 79.75000 5013.88| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 97.600 m | 80.00000 7808.00| 143.54000 14009.50| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 12.000 EACH| 7.10000 85.20| 6.75000 81.00| BARRIER DELINEATOR | | | 0018 610-05527 261.000 Mg | 68.00000 17748.00| 88.00000 22968.00| HMA FOR APPROACHES | | | 0019 610-06259 111.800 m2 | 80.00000 8944.00| 119.77000 13390.29| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0626844 | |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 204.000 m2 | 3.00000 612.00| 4.48000 913.92| GEOTEXTILES | | | 0021 616-05689 124.000 Mg | 36.00000 4464.00| 27.00000 3348.00| RIPRAP, CLASS 2 | | | 0022 616-06405 286.000 Mg | 28.00000 8008.00| 25.00000 7150.00| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 625.00000 625.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 1000.000 m2 | 0.65000 650.00| 0.71000 710.00| MULCHED SEEDING, R | | | 0025 703-51030 1328.000 kg | 3.00000 3984.00| 2.41000 3200.48| REINFORCING STEEL | | | 0026 703-51032 2224.000 kg | 4.00000 8896.00| 2.49000 5537.76| REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 82.000 EACH| 13.00000 1066.00| 20.64000 1692.48| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 1.900 m3 | 650.00000 1235.00| 590.99000 1122.88| CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1200.00000 4800.00| 1608.53000 6434.12| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 43.130 m | 150.00000 6469.50| 224.28000 9673.20| CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 4500.00000 4500.00| 5145.90000 5145.90| SURFACE SEAL | | | 0032 715-05021 44.000 m | 130.00000 5720.00| 41.65000 1832.60| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0033 715-46005 2.000 EACH| 350.00000 700.00| 239.84000 479.68| PIPE END SECTION, 375 mm | | | 0034 722-51842 178.900 m2 | 140.00000 25046.00| 122.93000 21992.18| BRIDGE DECK OVERLAY | | | 0035 722-51846 2.900 m3 | 395.00000 1145.50| 395.00000 1145.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 33.000 m2 | 125.00000 4125.00| 134.17000 4427.61| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 163.200 m2 | 7.00000 1142.40| 10.76000 1756.03| SURFACE MILLING | | | 0038 801-01851 LUMP| 14000.00000 14000.00| 19058.88000 19058.88| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06207 622.000 m | 3.50000 2177.00| 3.45000 2145.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 238,056.19 ROUTE : SR 145 CALL ORDER : 521 CONTRACT ID : B -25803-A COUNTIES : DUBOIS LETTING DATE : 12/19/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-0626844 | |AMERICAN CONTRACTING & SERVI|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06640 21.000 EACH| 135.00000 2835.00| 83.38000 1750.98| CONSTRUCTION SIGN, A | | | 0041 801-06645 6.000 EACH| 55.00000 330.00| 47.65000 285.90| CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 9980.00000 9980.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0043 808-06713 348.000 m | 1.40000 487.20| 1.06000 368.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 348.000 m | 1.40000 487.20| 1.06000 368.88| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 361.000 m | 2.00000 722.00| 2.38000 859.18| LINE, REMOVE | | | SECTION TOTALS | $ 233,030.20| $ 239,253.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,030.20| $ 239,253.29| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2632008 SET-ASIDE : VENDOR RANKING : --------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 702,137.89 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 719,245.36 102.4364% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 721,000.00 102.6863% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 779,444.66 111.0101% 5 35-1549010 MCALISTER EXCAVATING CO $ 789,266.40 112.4090% 6 35-1315965 FOX CONTRACTORS CORP. $ 818,163.14 116.5245% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1385672 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 2000.00000 14000.00| 1520.33100 10642.32| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 8271.80000 8271.80| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35100.00000 35100.00| 61872.87000 61872.87| 35500.00000 35500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 4102.55000 4102.55| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 252.000 m2 | 9.00000 2268.00| 12.98100 3271.21| 12.00000 3024.00 PAVEMENT, REMOVE | | | 0006 202-02241 165.000 m | 12.60000 2079.00| 11.15000 1839.75| 11.75000 1938.75 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 45306.00000 45306.00| 13053.21000 13053.21| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 1224.000 m2 | 2.83000 3463.92| 2.25000 2754.00| 2.75000 3366.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 767.000 m3 | 12.00000 9204.00| 14.66500 11248.06| 20.00000 15340.00 EXCAVATION, COMMON | | | 0010 203-02045 437.000 m3 | 2.00000 874.00| 13.09300 5721.64| 15.00000 6555.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 1566.000 m3 | 1.00000 1566.00| 11.46400 17952.62| 10.00000 15660.00 BORROW | | | 0012 205-02229 62.000 m | 15.16000 939.92| 13.42000 832.04| 14.10000 874.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1385672 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 99.000 m | 14.00000 1386.00| 16.51100 1634.59| 71.00000 7029.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-03371 25.000 m3 | 15.00000 375.00| 63.53700 1588.43| 11.00000 275.00 SEDIMENT REMOVE | | | 0015 205-06936 100.000 Mg | 18.00000 1800.00| 41.72300 4172.30| 24.00000 2400.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 220.000 m | 6.51000 1432.20| 5.76000 1267.20| 6.00000 1320.00 TEMPORARY SILT FENCE | | | 0017 211-02060 445.000 m3 | 19.00000 8455.00| 25.60100 11392.45| 20.00000 8900.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 2962.000 Mg | 15.89000 47066.18| 12.70200 37623.32| 16.00000 47392.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 128.000 Mg | 84.00000 10752.00| 74.00000 9472.00| 74.00000 9472.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 175.000 Mg | 74.00000 12950.00| 65.00000 11375.00| 65.00000 11375.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 112.000 Mg | 88.14000 9871.68| 78.00000 8736.00| 78.00000 8736.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 392.000 Mg | 69.00000 27048.00| 61.00000 23912.00| 61.00000 23912.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 23.000 Mg | 75.00000 1725.00| 66.00000 1518.00| 66.00000 1518.00 HMA WEDGE AND LEVEL | | | 0024 404-05511 1450.000 m2 | 2.70000 3915.00| 2.40000 3480.00| 2.40000 3480.00 SEAL COAT, 2 | | | 0025 405-05518 1519.000 m2 | 0.79000 1200.01| 0.70000 1063.30| 0.70000 1063.30 ASPHALT FOR PRIME COAT | | | 0026 406-05521 3031.000 m2 | 0.06000 181.86| 0.05000 151.55| 0.05000 151.55 ASPHALT FOR TACK COAT | | | 0027 601-02206 99.100 m | 13.56000 1343.80| 12.00000 1189.20| 12.50000 1238.75 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-02636 2.000 m | 52.00000 104.00| 46.00000 92.00| 50.00000 100.00 GUARDRAIL, W BEAM, NESTED ,TEMPORARY | | | 0029 601-06854 2.000 EACH| 2200.00000 4400.00| 1955.00000 3910.00| 2000.00000 4000.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-94689 4.000 EACH| 2320.00000 9280.00| 2050.00000 8200.00| 2700.00000 10800.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97080 4.000 EACH| 1940.00000 7760.00| 1720.00000 6880.00| 2400.00000 9600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1130.00000 1130.00| 1000.00000 1000.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1385672 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 177.200 m | 34.00000 6024.80| 30.05000 5324.86| 31.50000 5581.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 610-05527 1196.000 Mg | 63.28000 75682.88| 56.00000 66976.00| 56.00000 66976.00 HMA FOR APPROACHES | | | 0035 611-06497 1.000 EACH| 210.00000 210.00| 185.00000 185.00| 195.00000 195.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 13.000 EACH| 122.00000 1586.00| 108.00000 1404.00| 110.00000 1430.00 RIGHT OF WAY MARKER | | | 0037 615-06500 2.000 EACH| 460.00000 920.00| 410.00000 820.00| 430.00000 860.00 MONUMENT, A | | | 0038 616-02320 1097.000 m2 | 1.85000 2029.45| 2.45600 2694.23| 3.50000 3839.50 GEOTEXTILES | | | 0039 616-05688 672.000 Mg | 24.91000 16739.52| 17.10500 11494.56| 26.00000 17472.00 RIPRAP, CLASS 1 | | | 0040 616-06451 273.000 Mg | 26.51000 7237.23| 19.50900 5325.96| 25.50000 6961.50 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH| 630.00000 1260.00| 555.00000 1110.00| 580.00000 1160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01882 80.000 kg | 9.00000 720.00| 7.98000 638.40| 8.40000 672.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0043 621-06545 1.000 Mg | 705.00000 705.00| 624.00000 624.00| 650.00000 650.00 FERTILIZER | | | 0044 621-06548 1.000 kg | 62.00000 62.00| 55.00000 55.00| 57.00000 57.00 SEED MIXTURE, CV | | | 0045 621-06553 168.000 kg | 7.41000 1244.88| 6.56000 1102.08| 6.90000 1159.20 SEED MIXTURE, R | | | 0046 621-06565 8.000 Mg | 538.00000 4304.00| 476.00000 3808.00| 500.00000 4000.00 MULCHING MATERIAL | | | 0047 621-06567 19.000 kL | 0.62000 11.78| 0.55000 10.45| 0.60000 11.40 WATER | | | 0048 621-06574 819.000 m2 | 4.71000 3857.49| 4.17000 3415.23| 4.30000 3521.70 SODDING | | | 0049 621-06575 220.000 m2 | 4.71000 1036.20| 4.17000 917.40| 4.30000 946.00 SODDING, NURSERY | | | 0050 622-52436 7.000 EACH| 28.00000 196.00| 25.00000 175.00| 26.30000 184.10 SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 356.000 EACH| 9.60000 3417.60| 8.50000 3026.00| 8.95000 3186.20 SEEDLING | | | 0052 713-51334 LUMP| 117931.00000 117931.00| 141891.15000 141891.15| 133000.00000 133000.00 TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1385672 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05169 26.000 m | 75.90000 1973.40| 115.80000 3010.80| 85.00000 2210.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 4.000 EACH| 203.12000 812.48| 365.47500 1461.90| 300.00000 1200.00 PIPE END SECTION, 375 mm | | | 0055 723-06660 74.800 m2 | 602.00000 45029.60| 514.86300 38511.75| 300.00000 22440.00 WINGWALL | | | 0056 723-07033 18.000 m | 5936.00000 106848.00| 7111.46300 128006.33| 7725.00000 139050.00 STRUCTURE, PRECAST THREE-SIDED, 7920 mm | | | X 3000 mm | | | 0057 801-04308 2.000 EACH| 270.00000 540.00| 325.00000 650.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06207 320.000 m | 3.50000 1120.00| 3.30000 1056.00| 3.25000 1040.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06605 4.000 EACH| 107.00000 428.00| 124.00000 496.00| 100.00000 400.00 BARRICADE, IIIA | | | 0060 801-06640 17.000 EACH| 96.00000 1632.00| 133.00000 2261.00| 89.40000 1519.80 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 34.00000 136.00| 55.00000 220.00| 31.50000 126.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 8219.00000 8219.00| 5000.00000 5000.00| 11103.35000 11103.35 MAINTAINING TRAFFIC | | | 0063 801-75048 593.000 m | 0.32000 189.76| 1.30000 770.90| 0.30000 177.90 TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0064 801-75049 540.000 m | 0.32000 172.80| 1.30000 702.00| 0.30000 162.00 TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0065 802-02489 19.100 m | 30.62000 584.84| 27.10000 517.61| 28.50000 544.35 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 0.560 m2 | 316.40000 177.18| 280.00000 156.80| 210.00000 117.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-76035 1.780 m2 | 184.00000 327.52| 163.00000 290.14| 171.00000 304.38 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0068 804-06770 4.000 EACH| 20.00000 80.00| 18.00000 72.00| 18.50000 74.00 DELINEATOR POST | | | 0069 808-06712 91.000 m | 0.28000 25.48| 0.49000 44.59| 0.26000 23.66 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0070 808-06713 726.000 m | 0.26000 188.76| 0.49000 355.74| 0.24000 174.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1385672 |(3) 35-1917625 |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-06714 2533.000 m | 0.26000 658.58| 0.49000 1241.17| 0.24000 607.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06716 427.000 m | 1.67000 713.09| 1.70000 725.90| 1.55000 661.85 LINE, REMOVE | | | 0073 808-75996 31.000 EACH| 8.00000 248.00| 10.00000 310.00| 10.50000 325.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 31.000 EACH| 31.00000 961.00| 58.00000 1798.00| 28.50000 883.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 601-06856 2.000 EACH| 210.00000 420.00| 185.00000 370.00| 210.00000 420.00 MODIFIED POSTS, NESTED GUARDRAIL | | | SECTION TOTALS | $ 702,137.89| $ 719,245.36| $ 721,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 702,137.89| $ 719,245.36| $ 721,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1549010 |(6) 35-1315965 |ALPHA EXCAVATING & LANDSCAPI|MCALISTER EXCAVATING CO |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 950.00000 6650.00| 1700.00000 11900.00| 1000.00000 7000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 8190.00070 8190.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 38000.00000 38000.00| 14750.00000 14750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 7250.00000 7250.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 252.000 m2 | 10.25000 2583.00| 10.00000 2520.00| 18.25000 4599.00 PAVEMENT, REMOVE | | | 0006 202-02241 165.000 m | 12.00000 1980.00| 12.50000 2062.50| 15.75000 2598.75 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 19000.00000 19000.00| 19000.00000 19000.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 1224.000 m2 | 2.25000 2754.00| 5.00000 6120.00| 2.61470 3200.39 SURFACE MILLING, ASPHALT | | | 0009 203-02000 767.000 m3 | 9.25000 7094.75| 11.50000 8820.50| 16.00000 12272.00 EXCAVATION, COMMON | | | 0010 203-02045 437.000 m3 | 7.25000 3168.25| 12.00000 5244.00| 21.00000 9177.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 1566.000 m3 | 16.50000 25839.00| 14.00000 21924.00| 17.00000 26622.00 BORROW | | | 0012 205-02229 62.000 m | 14.49000 898.38| 16.00000 992.00| 14.10000 874.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02231 99.000 m | 40.00000 3960.00| 20.00000 1980.00| 51.60000 5108.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-03371 25.000 m3 | 22.50000 562.50| 25.00000 625.00| 29.00000 725.00 SEDIMENT REMOVE | | | 0015 205-06936 100.000 Mg | 16.00000 1600.00| 16.00000 1600.00| 7.25000 725.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 220.000 m | 6.20000 1364.00| 6.50000 1430.00| 6.00000 1320.00 TEMPORARY SILT FENCE | | | 0017 211-02060 445.000 m3 | 24.50000 10902.50| 22.50000 10012.50| 32.20000 14329.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 2962.000 Mg | 18.00000 53316.00| 17.50000 51835.00| 15.02170 44494.28 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 128.000 Mg | 52.50000 6720.00| 78.00000 9984.00| 77.70000 9945.60 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1549010 |(6) 35-1315965 |ALPHA EXCAVATING & LANDSCAPI|MCALISTER EXCAVATING CO |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 175.000 Mg | 54.50000 9537.50| 72.00000 12600.00| 68.25000 11943.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 112.000 Mg | 63.00000 7056.00| 84.00000 9408.00| 81.90000 9172.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 392.000 Mg | 50.00000 19600.00| 75.00000 29400.00| 64.05000 25107.60 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 23.000 Mg | 60.00000 1380.00| 75.00000 1725.00| 69.30000 1593.90 HMA WEDGE AND LEVEL | | | 0024 404-05511 1450.000 m2 | 4.25000 6162.50| 2.80000 4060.00| 2.52000 3654.00 SEAL COAT, 2 | | | 0025 405-05518 1519.000 m2 | 1.15000 1746.85| 0.80000 1215.20| 0.73500 1116.47 ASPHALT FOR PRIME COAT | | | 0026 406-05521 3031.000 m2 | 0.50000 1515.50| 0.10000 303.10| 0.05250 159.13 ASPHALT FOR TACK COAT | | | 0027 601-02206 99.100 m | 13.00000 1288.30| 15.00000 1486.50| 23.10000 2289.21 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-02636 2.000 m | 50.00000 100.00| 60.00000 120.00| 75.60000 151.20 GUARDRAIL, W BEAM, NESTED ,TEMPORARY | | | 0029 601-06854 2.000 EACH| 2110.00000 4220.00| 2000.00000 4000.00| 2310.00020 4620.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-94689 4.000 EACH| 2300.00000 9200.00| 2300.00000 9200.00| 2415.00020 9660.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97080 4.000 EACH| 1990.00000 7960.00| 1800.00000 7200.00| 1995.00020 7980.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1100.00000 1100.00| 1150.00000 1150.00| 840.00010 840.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 177.200 m | 32.50000 5759.00| 35.00000 6202.00| 30.45000 5395.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 610-05527 1196.000 Mg | 52.50000 62790.00| 61.00000 72956.00| 58.80000 70324.80 HMA FOR APPROACHES | | | 0035 611-06497 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 168.00000 168.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 13.000 EACH| 118.00000 1534.00| 125.00000 1625.00| 147.00000 1911.00 RIGHT OF WAY MARKER | | | 0037 615-06500 2.000 EACH| 450.00000 900.00| 650.00000 1300.00| 472.50000 945.00 MONUMENT, A | | | 0038 616-02320 1097.000 m2 | 3.00000 3291.00| 2.75000 3016.75| 5.29930 5813.33 GEOTEXTILES | | | 0039 616-05688 672.000 Mg | 30.00000 20160.00| 20.00000 13440.00| 27.00000 18144.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1549010 |(6) 35-1315965 |ALPHA EXCAVATING & LANDSCAPI|MCALISTER EXCAVATING CO |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-06451 273.000 Mg | 19.50000 5323.50| 24.00000 6552.00| 26.00000 7098.00 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 582.75000 1165.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01882 80.000 kg | 8.65000 692.00| 9.00000 720.00| 8.37900 670.32 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0043 621-06545 1.000 Mg | 670.00000 670.00| 700.00000 700.00| 655.20010 655.20 FERTILIZER | | | 0044 621-06548 1.000 kg | 59.50000 59.50| 65.00000 65.00| 57.75000 57.75 SEED MIXTURE, CV | | | 0045 621-06553 168.000 kg | 7.00000 1176.00| 7.25000 1218.00| 6.88800 1157.18 SEED MIXTURE, R | | | 0046 621-06565 8.000 Mg | 515.00000 4120.00| 525.00000 4200.00| 500.00000 4000.00 MULCHING MATERIAL | | | 0047 621-06567 19.000 kL | 1.00000 19.00| 1.00000 19.00| 0.57750 10.97 WATER | | | 0048 621-06574 819.000 m2 | 4.65000 3808.35| 5.20000 4258.80| 4.37850 3585.99 SODDING | | | 0049 621-06575 220.000 m2 | 4.70000 1034.00| 5.20000 1144.00| 4.37850 963.27 SODDING, NURSERY | | | 0050 622-52436 7.000 EACH| 27.10000 189.70| 25.00000 175.00| 26.25000 183.75 SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 356.000 EACH| 9.25000 3293.00| 10.00000 3560.00| 8.92500 3177.30 SEEDLING | | | 0052 713-51334 LUMP| 229400.00000 229400.00| 156000.00000 156000.00| 259000.00000 259000.00 TEMPORARY PIPE AND APPROACHES | | | 0053 715-05169 26.000 m | 62.00000 1612.00| 95.00000 2470.00| 92.70000 2410.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 4.000 EACH| 385.00000 1540.00| 200.00000 800.00| 201.00000 804.00 PIPE END SECTION, 375 mm | | | 0055 723-06660 74.800 m2 | 465.00000 34782.00| 875.00000 65450.00| 213.40000 15962.32 WINGWALL | | | 0056 723-07033 18.000 m | 5400.00000 97200.00| 7225.00000 130050.00| 7085.00000 127530.00 STRUCTURE, PRECAST THREE-SIDED, 7920 mm | | | X 3000 mm | | | 0057 801-04308 2.000 EACH| 195.00000 390.00| 400.00000 800.00| 252.00000 504.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06207 320.000 m | 3.80000 1216.00| 4.00000 1280.00| 3.26550 1044.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,866.57 ROUTE : US 35 CALL ORDER : 531 CONTRACT ID : B -25806-A COUNTIES : WAYNE LETTING DATE : 12/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1549010 |(6) 35-1315965 |ALPHA EXCAVATING & LANDSCAPI|MCALISTER EXCAVATING CO |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06605 4.000 EACH| 240.00000 960.00| 150.00000 600.00| 99.75000 399.00 BARRICADE, IIIA | | | 0060 801-06640 17.000 EACH| 97.00000 1649.00| 160.00000 2720.00| 89.25000 1517.25 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 33.00000 132.00| 70.00000 280.00| 31.50000 126.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 16000.00000 16000.00| 5000.00000 5000.00| 10300.00000 10300.00 MAINTAINING TRAFFIC | | | 0063 801-75048 593.000 m | 1.40000 830.20| 1.60000 948.80| 0.30000 177.90 TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0064 801-75049 540.000 m | 1.40000 756.00| 1.60000 864.00| 0.30000 162.00 TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0065 802-02489 19.100 m | 29.50000 563.45| 40.00000 764.00| 39.90000 762.09 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 0.560 m2 | 302.50000 169.40| 290.00000 162.40| 189.00010 105.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 802-76035 1.780 m2 | 176.00000 313.28| 200.00000 356.00| 162.75000 289.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0068 804-06770 4.000 EACH| 20.00000 80.00| 20.00000 80.00| 12.60000 50.40 DELINEATOR POST | | | 0069 808-06712 91.000 m | 1.25000 113.75| 0.60000 54.60| 0.26250 23.89 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0070 808-06713 726.000 m | 1.20000 871.20| 0.60000 435.60| 0.24150 175.33 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 2533.000 m | 0.25000 633.25| 0.60000 1519.80| 0.24150 611.72 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06716 427.000 m | 1.65000 704.55| 2.05000 875.35| 1.55400 663.56 LINE, REMOVE | | | 0073 808-75996 31.000 EACH| 15.00000 465.00| 11.00000 341.00| 10.71190 332.07 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 31.000 EACH| 70.50000 2185.50| 66.00000 2046.00| 28.87500 895.13 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 601-06856 2.000 EACH| 200.00000 400.00| 350.00000 700.00| 210.00000 420.00 MODIFIED POSTS, NESTED GUARDRAIL | | | SECTION TOTALS | $ 779,444.66| $ 789,266.40| $ 818,163.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,444.66| $ 789,266.40| $ 818,163.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0657230 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 327,729.63 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 387,424.00 118.2145% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 424,296.31 129.4653% 4 35-1447641 STRUCTURE CONTRACTORS $ 426,600.90 130.1685% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 443,626.44 135.3635% ===================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 35-1386990 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|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 105-06790 8.000 MOS | 1500.00000 12000.00| 1000.00000 8000.00| 1600.00000 12800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 5700.00000 5700.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 576.000 m | 6.00000 3456.00| 4.75000 2736.00| 5.75000 3312.00 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 500.00000 2000.00| 250.00000 1000.00| 750.00000 3000.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51133 166.000 m | 2.50000 415.00| 4.00000 664.00| 6.00000 996.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 20000.00000 20000.00| 42000.00000 42000.00| 29000.00000 29000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 168.000 m2 | 10.00000 1680.00| 5.00000 840.00| 5.00000 840.00 SURFACE MILLING, ASPHALT | | | 0010 202-96128 6.000 m | 50.00000 300.00| 85.00000 510.00| 200.00000 1200.00 GUTTER, CONCRETE, REMOVE | | | 0011 203-02080 0.500 km | 10000.00000 5000.00| 8500.00000 4250.00| 30000.00000 15000.00 LINEAR GRADING | | | 0012 211-06467 6.000 m3 | 50.00000 300.00| 50.00000 300.00| 75.00000 450.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-52308 965.000 Mg | 16.54000 15961.10| 16.00000 15440.00| 22.00000 21230.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 35-1386990 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 404-05511 2035.000 m2 | 3.00000 6105.00| 2.60000 5291.00| 5.75000 11701.25 SEAL COAT, 2 | | | 0015 406-05521 649.000 m2 | 0.15000 97.35| 0.10000 64.90| 0.50000 324.50 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1350.00000 5400.00| 1175.00000 4700.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01701 2.000 EACH| 1860.00000 3720.00| 1625.00000 3250.00| 1850.00000 3700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0018 601-01846 3.000 EACH| 1860.00000 5580.00| 1625.00000 4875.00| 1850.00000 5550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-06037 3.000 EACH| 700.00000 2100.00| 600.00000 1800.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 972.000 m | 32.25000 31347.00| 28.80000 27993.60| 34.50000 33534.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 16.000 EACH| 12.00000 192.00| 8.00000 128.00| 12.00000 192.00 BARRIER DELINEATOR | | | 0022 607-06175 6.000 m | 100.00000 600.00| 155.00000 930.00| 250.00000 1500.00 GUTTER, CONCRETE | | | 0023 610-05527 408.000 Mg | 73.90000 30151.20| 57.00000 23256.00| 77.00000 31416.00 HMA FOR APPROACHES | | | 0024 610-06257 164.000 m2 | 47.80000 7839.20| 75.00000 12300.00| 65.00000 10660.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 380.000 m2 | 3.58000 1360.40| 3.00000 1140.00| 4.75000 1805.00 GEOTEXTILES | | | 0026 616-06405 80.000 Mg | 26.40000 2112.00| 36.00000 2880.00| 33.00000 2640.00 RIPRAP, REVETMENT | | | 0027 616-95754 90.000 m | 32.78000 2950.20| 15.00000 1350.00| 50.00000 4500.00 PAVED SIDE DITCH, BREAK | | | 0028 621-01004 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1000.000 m2 | 0.80000 800.00| 0.68000 680.00| 0.85000 850.00 MULCHED SEEDING, R | | | 0030 621-06574 216.000 m2 | 10.00000 2160.00| 6.65000 1436.40| 4.75000 1026.00 SODDING | | | 0031 702-51005 8.600 m3 | 767.44000 6599.98| 560.00000 4816.00| 846.00000 7275.60 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 790.000 EACH| 5.00000 3950.00| 6.00000 4740.00| 8.00000 6320.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 35-1386990 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-61005 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 3100.00000 3100.00 EXTENSION OF CAST IRON DRAIN | | | 0034 702-90522 4.000 EACH| 200.00000 800.00| 250.00000 1000.00| 500.00000 2000.00 ROADWAY DRAINS, RESET | | | 0035 703-51030 2198.000 kg | 1.32000 2901.36| 1.25000 2747.50| 1.90000 4176.20 REINFORCING STEEL | | | 0036 703-51032 7736.000 kg | 1.19000 9205.84| 1.35000 10443.60| 1.97000 15239.92 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 10.000 m3 | 780.00000 7800.00| 690.00000 6900.00| 1000.00000 10000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 168.000 m | 124.63000 20937.84| 125.00000 21000.00| 155.00000 26040.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 5000.00000 5000.00| 4640.00000 4640.00| 4000.00000 4000.00 SURFACE SEAL | | | 0041 722-51401 320.000 m2 | 10.00000 3200.00| 150.00000 48000.00| 100.00000 32000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 718.000 m2 | 47.00000 33746.00| 75.00000 53850.00| 44.00000 31592.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 6.800 m3 | 395.00000 2686.00| 395.00000 2686.00| 395.00000 2686.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 96.000 m2 | 75.32000 7230.72| 90.00000 8640.00| 70.00000 6720.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 686.000 m2 | 6.50000 4459.00| 6.00000 4116.00| 5.00000 3430.00 SURFACE MILLING | | | 0046 801-04308 4.000 EACH| 400.00000 1600.00| 290.00000 1160.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 6.000 EACH| 200.00000 1200.00| 97.00000 582.00| 120.00000 720.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 250.00000 1000.00| 120.00000 480.00| 150.00000 600.00 BARRICADE, IIIB | | | 0049 801-06625 22.000 EACH| 100.00000 2200.00| 87.00000 1914.00| 105.00000 2310.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 24.000 EACH| 140.00000 3360.00| 123.00000 2952.00| 155.00000 3720.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 4.000 EACH| 70.00000 280.00| 50.00000 200.00| 78.00000 312.00 CONSTRUCTION SIGN, B | | | 0052 801-06710 30.000 DAY | 26.00000 780.00| 20.00000 600.00| 30.00000 900.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-2040801 |(3) 35-1386990 |WIRTZ & YATES, INC. |GOHMANN ASPHALT & CONSTR., I|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 314.000 m | 1.73000 543.22| 1.50000 471.00| 1.78000 558.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 314.000 m | 1.73000 543.22| 1.50000 471.00| 1.78000 558.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 202-02240 160.000 m2 | 18.00000 2880.00| 20.00000 3200.00| 36.00000 5760.00 PAVEMENT, REMOVE | | | SECTION TOTALS | $ 327,729.63| $ 387,424.00| $ 424,296.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,729.63| $ 387,424.00| $ 424,296.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1618530 | |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI| 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| 1200.00000 9600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 22000.00000 22000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2100.00000 2100.00| 4400.00000 4400.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 576.000 m | 5.00000 2880.00| 5.00000 2880.00| GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51133 166.000 m | 10.00000 1660.00| 4.25000 705.50| RAILING, REMOVE | | | 0008 202-51328 LUMP| 69000.00000 69000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 168.000 m2 | 8.00000 1344.00| 4.00000 672.00| SURFACE MILLING, ASPHALT | | | 0010 202-96128 6.000 m | 90.00000 540.00| 150.00000 900.00| GUTTER, CONCRETE, REMOVE | | | 0011 203-02080 0.500 km | 2500.00000 1250.00| 24000.00000 12000.00| LINEAR GRADING | | | 0012 211-06467 6.000 m3 | 85.00000 510.00| 60.00000 360.00| AGGREGATE FOR END BENT BACKFILL | | | 0013 303-52308 965.000 Mg | 24.00000 23160.00| 30.00000 28950.00| COMPACTED AGGREGATE, O, 53 | | | 0014 404-05511 2035.000 m2 | 2.60000 5291.00| 2.75000 5596.25| SEAL COAT, 2 | | | 0015 406-05521 649.000 m2 | 0.10000 64.90| 0.11000 71.39| ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01701 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0018 601-01846 3.000 EACH| 1800.00000 5400.00| 1800.00000 5400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1618530 | |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-06037 3.000 EACH| 700.00000 2100.00| 650.00000 1950.00| GUARDRAIL END TREATMENT, I | | | 0020 601-99105 972.000 m | 30.00000 29160.00| 30.00000 29160.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 16.000 EACH| 10.00000 160.00| 7.50000 120.00| BARRIER DELINEATOR | | | 0022 607-06175 6.000 m | 125.00000 750.00| 125.00000 750.00| GUTTER, CONCRETE | | | 0023 610-05527 408.000 Mg | 60.00000 24480.00| 56.00000 22848.00| HMA FOR APPROACHES | | | 0024 610-06257 164.000 m2 | 60.00000 9840.00| 100.00000 16400.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 380.000 m2 | 4.00000 1520.00| 3.50000 1330.00| GEOTEXTILES | | | 0026 616-06405 80.000 Mg | 35.00000 2800.00| 30.00000 2400.00| RIPRAP, REVETMENT | | | 0027 616-95754 90.000 m | 18.00000 1620.00| 10.00000 900.00| PAVED SIDE DITCH, BREAK | | | 0028 621-01004 1.000 EACH| 300.00000 300.00| 325.00000 325.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1000.000 m2 | 0.75000 750.00| 0.70000 700.00| MULCHED SEEDING, R | | | 0030 621-06574 216.000 m2 | 7.00000 1512.00| 7.00000 1512.00| SODDING | | | 0031 702-51005 8.600 m3 | 1200.00000 10320.00| 1500.00000 12900.00| CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 790.000 EACH| 8.00000 6320.00| 7.00000 5530.00| FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-61005 LUMP| 450.00000 450.00| 5000.00000 5000.00| EXTENSION OF CAST IRON DRAIN | | | 0034 702-90522 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| ROADWAY DRAINS, RESET | | | 0035 703-51030 2198.000 kg | 1.50000 3297.00| 1.25000 2747.50| REINFORCING STEEL | | | 0036 703-51032 7736.000 kg | 2.00000 15472.00| 1.50000 11604.00| REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 10.000 m3 | 1200.00000 12000.00| 1000.00000 10000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,785.38 ROUTE : I-65 CALL ORDER : 541 CONTRACT ID : B -25905-A COUNTIES : WHITE LETTING DATE : 12/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1618530 | |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 706-51025 168.000 m | 150.00000 25200.00| 140.00000 23520.00| CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 4700.00000 4700.00| 3750.00000 3750.00| SURFACE SEAL | | | 0041 722-51401 320.000 m2 | 140.00000 44800.00| 50.00000 16000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 718.000 m2 | 45.00000 32310.00| 60.00000 43080.00| BRIDGE DECK OVERLAY | | | 0043 722-51846 6.800 m3 | 395.00000 2686.00| 395.00000 2686.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 96.000 m2 | 77.00000 7392.00| 120.00000 11520.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 686.000 m2 | 10.00000 6860.00| 4.00000 2744.00| SURFACE MILLING | | | 0046 801-04308 4.000 EACH| 300.00000 1200.00| 325.00000 1300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 6.000 EACH| 100.00000 600.00| 110.00000 660.00| BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 120.00000 480.00| 135.00000 540.00| BARRICADE, IIIB | | | 0049 801-06625 22.000 EACH| 90.00000 1980.00| 100.00000 2200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 24.000 EACH| 125.00000 3000.00| 140.00000 3360.00| CONSTRUCTION SIGN, A | | | 0051 801-06645 4.000 EACH| 50.00000 200.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0052 801-06710 30.000 DAY | 20.00000 600.00| 25.00000 750.00| FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 6000.00000 6000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0054 808-06713 314.000 m | 1.50000 471.00| 1.60000 502.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 314.000 m | 1.50000 471.00| 1.60000 502.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 202-02240 160.000 m2 | 35.00000 5600.00| 15.00000 2400.00| PAVEMENT, REMOVE | | | SECTION TOTALS | $ 426,600.90| $ 443,626.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 426,600.90| $ 443,626.44| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/12/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9953014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 464,991.55 100.0000% 2 35-1801998 CLR, INC. $ 471,466.22 101.3924% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 496,690.28 106.8170% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 534,811.56 115.0153% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 564,666.37 121.4358% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1801998 |(3) 35-1310611 |FORCE CONSTRUCTION |CLR, INC. |ROBERTSON, DUNCAN, 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 8.000 MOS | 1665.73400 13325.87| 1350.00000 10800.00| 1500.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 8000.00000 8000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 68563.42000 68563.42| 22500.00000 22500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5047.65000 5047.65| 25000.00000 25000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 21333.21000 21333.21| 19500.00000 19500.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 115.000 m3 | 27.12700 3119.61| 35.00000 4025.00| 20.00000 2300.00 EXCAVATION, COMMON | | | 0007 203-02070 1690.000 m3 | 16.11800 27239.42| 13.25000 22392.50| 15.00000 25350.00 BORROW | | | 0008 203-51223 830.000 m3 | 12.61100 10467.13| 8.00000 6640.00| 10.00000 8300.00 EXCAVATION, WATERWAY | | | 0009 205-02224 56.000 m | 5.96000 333.76| 5.50000 308.00| 5.00000 280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 84.000 m | 10.00000 840.00| 25.00000 2100.00| 10.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-04931 4.000 EACH| 107.85500 431.42| 200.00000 800.00| 100.00000 400.00 SEDIMENT TRAP | | | 0012 206-51220 110.000 m3 | 17.85600 1964.16| 25.00000 2750.00| 200.00000 22000.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1801998 |(3) 35-1310611 |FORCE CONSTRUCTION |CLR, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 45.000 m3 | 48.73700 2193.17| 75.00000 3375.00| 15.00000 675.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 3.000 m3 | 212.07000 636.21| 70.00000 210.00| 50.00000 150.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 12.000 m3 | 36.19900 434.39| 175.00000 2100.00| 30.00000 360.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 710.000 Mg | 17.24500 12243.95| 15.00000 10650.00| 18.00000 12780.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 220.000 Mg | 50.00000 11000.00| 53.00000 11660.00| 55.00000 12100.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 100.000 Mg | 60.00000 6000.00| 63.00000 6300.00| 66.00000 6600.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 1350.000 m2 | 1.00000 1350.00| 1.06000 1431.00| 1.10000 1485.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1350.000 m2 | 0.07000 94.50| 0.07000 94.50| 0.08000 108.00 ASPHALT FOR TACK COAT | | | 0021 601-01839 2.000 EACH| 1600.00000 3200.00| 1700.00000 3400.00| 1842.50000 3685.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-01854 4.000 EACH| 825.00000 3300.00| 875.00000 3500.00| 841.50000 3366.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0023 601-05586 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| 1842.50000 1842.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0024 601-06037 3.000 EACH| 570.00000 1710.00| 600.00000 1800.00| 687.50000 2062.50 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 123.825 m | 29.60000 3665.22| 31.50000 3900.49| 66.00000 8172.45 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 38.000 m | 34.50000 1311.00| 34.50000 1311.00| 52.80000 2006.40 FENCE, FARM FIELD, 1190 mm | | | 0027 603-06042 184.000 m | 17.50000 3220.00| 17.50000 3220.00| 15.40000 2833.60 FENCE, BARBED WIRE, 1220 mm | | | 0028 603-93439 1.000 EACH| 815.00000 815.00| 870.00000 870.00| 852.50000 852.50 FENCE GATE, FARM FIELD, 1190 mm X 5.5 m | | | 0029 610-05527 26.000 Mg | 100.00000 2600.00| 115.00000 2990.00| 110.00000 2860.00 HMA FOR APPROACHES | | | 0030 610-06257 102.000 m2 | 71.07500 7249.65| 72.00000 7344.00| 75.00000 7650.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 1.000 EACH| 185.00000 185.00| 195.00000 195.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1801998 |(3) 35-1310611 |FORCE CONSTRUCTION |CLR, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06505 4.000 EACH| 415.00000 1660.00| 300.00000 1200.00| 450.00000 1800.00 MONUMENT, B | | | 0033 615-99189 1.000 EACH| 350.00000 350.00| 500.00000 500.00| 1500.00000 1500.00 PLAQUE, ALUMINUM | | | 0034 616-02320 499.000 m2 | 2.53400 1264.47| 5.00000 2495.00| 3.50000 1746.50 GEOTEXTILES | | | 0035 616-06405 314.000 Mg | 16.40300 5150.54| 25.00000 7850.00| 20.00000 6280.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 275.00000 550.00| 500.00000 1000.00| 302.50000 605.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 3000.000 m2 | 0.32000 960.00| 0.52000 1560.00| 0.35000 1050.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 555.000 m2 | 2.02000 1121.10| 2.80000 1554.00| 2.25000 1248.75 EROSION CONTROL BLANKET | | | 0039 621-06548 5.000 kg | 49.50000 247.50| 65.00000 325.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0040 621-06559 3000.000 m2 | 0.42000 1260.00| 0.80000 2400.00| 0.47000 1410.00 MULCHED SEEDING, R | | | 0041 621-06567 2.000 kL | 0.55000 1.10| 1.00000 2.00| 0.60000 1.20 WATER | | | 0042 621-06574 96.000 m2 | 12.62000 1211.52| 6.35000 609.60| 14.00000 1344.00 SODDING | | | 0043 622-52436 8.000 EACH| 25.00000 200.00| 28.00000 224.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 42.000 EACH| 8.70000 365.40| 12.80000 537.60| 10.00000 420.00 SEEDLING | | | 0045 701-91792 20.000 EACH| 139.83100 2796.62| 96.00000 1920.00| 100.00000 2000.00 PILE TIP, STEEL H | | | 0046 701-93658 289.400 m | 88.78100 25693.22| 110.00000 31834.00| 100.00000 28940.00 PILE, STEEL H, HP 310 X 93 | | | 0047 702-51005 64.600 m3 | 478.02800 30880.61| 1000.00000 64600.00| 500.00000 32300.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51046 26.000 m3 | 292.82100 7613.35| 200.00000 5200.00| 250.00000 6500.00 CONCRETE, FOUNDATION SEAL | | | 0049 703-51030 4901.000 kg | 1.33900 6562.44| 1.35000 6616.35| 1.25000 6126.25 REINFORCING STEEL | | | 0050 703-51032 14110.000 kg | 1.32000 18625.20| 1.39000 19612.90| 1.35000 19048.50 REINFORCING STEEL, EPOXY COATED | | | 0051 703-97936 66.000 EACH| 20.15000 1329.90| 7.00000 462.00| 15.00000 990.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1801998 |(3) 35-1310611 |FORCE CONSTRUCTION |CLR, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 704-51002 95.600 m3 | 585.15400 55940.72| 652.00000 62331.20| 650.00000 62140.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-91957 87.630 m | 150.00000 13144.50| 150.00000 13144.50| 201.30000 17639.91 BRIDGE RAILING, THRIE BEAM | | | 0054 707-05983 163.944 m | 281.79000 46197.78| 278.00000 45576.43| 400.00000 65577.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0055 709-51821 LUMP| 6500.00000 6500.00| 1475.00000 1475.00| 3000.00000 3000.00 SURFACE SEAL | | | 0056 715-05048 95.000 m | 25.63600 2435.42| 12.50000 1187.50| 10.00000 950.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0057 715-05053 8.000 m | 99.30600 794.45| 14.00000 112.00| 30.00000 240.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0058 715-05171 15.000 m | 130.61100 1959.17| 65.00000 975.00| 100.00000 1500.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0059 715-05407 26.000 m | 33.62400 874.22| 15.00000 390.00| 10.00000 260.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 2.000 EACH| 286.54500 573.09| 180.00000 360.00| 225.00000 450.00 PIPE END SECTION, 450 mm | | | 0061 718-06528 1.000 EACH| 399.84000 399.84| 190.00000 190.00| 300.00000 300.00 OUTLET PROTECTOR, 1 | | | 0062 718-52610 21.000 m3 | 45.32700 951.87| 46.00000 966.00| 40.00000 840.00 AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 150.000 m2 | 3.84100 576.15| 3.25000 487.50| 3.00000 450.00 GEOTEXTILES FOR UNDERDRAIN | | | 0064 801-04308 4.000 EACH| 120.00000 480.00| 120.00000 480.00| 132.00000 528.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 82.50000 660.00 BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 93.50000 374.00 BARRICADE, IIIB | | | 0067 801-06640 8.000 EACH| 90.00000 720.00| 95.00000 760.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0068 802-76020 0.930 m2 | 164.00000 152.52| 175.00000 162.75| 209.00000 194.37 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0069 802-76025 1.162 m2 | 188.00000 218.46| 200.00000 232.40| 302.50000 351.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76055 17.000 m | 17.45000 296.65| 18.00000 306.00| 24.75000 420.75 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1801998 |(3) 35-1310611 |FORCE CONSTRUCTION |CLR, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 804-06770 1.000 EACH| 20.00000 20.00| 21.00000 21.00| 20.00000 20.00 DELINEATOR POST | | | SECTION TOTALS | $ 464,991.55| $ 471,466.22| $ 496,690.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,991.55| $ 471,466.22| $ 496,690.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS 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 8.000 MOS | 1000.00000 8000.00| 1390.12000 11120.96| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 8948.01000 8948.01| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 28233.32000 28233.32| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| 11039.75000 11039.75| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 36000.00000 36000.00| 18307.40000 18307.40| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 115.000 m3 | 44.00000 5060.00| 29.34000 3374.10| EXCAVATION, COMMON | | | 0007 203-02070 1690.000 m3 | 24.00000 40560.00| 18.23000 30808.70| BORROW | | | 0008 203-51223 830.000 m3 | 16.00000 13280.00| 14.60000 12118.00| EXCAVATION, WATERWAY | | | 0009 205-02224 56.000 m | 5.96000 333.76| 6.66000 372.96| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 84.000 m | 72.00000 6048.00| 41.93000 3522.12| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-04931 4.000 EACH| 450.00000 1800.00| 1278.29000 5113.16| SEDIMENT TRAP | | | 0012 206-51220 110.000 m3 | 35.00000 3850.00| 229.92000 25291.20| EXCAVATION, WET | | | 0013 206-51230 45.000 m3 | 30.00000 1350.00| 1101.22000 49554.90| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 3.000 m3 | 120.00000 360.00| 60.79000 182.37| B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 12.000 m3 | 75.00000 900.00| 67.41000 808.92| AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 710.000 Mg | 19.00000 13490.00| 17.48000 12410.80| COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 220.000 Mg | 50.00000 11000.00| 58.93000 12964.60| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 100.000 Mg | 60.00000 6000.00| 70.45000 7045.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 1350.000 m2 | 1.00000 1350.00| 1.18000 1593.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1350.000 m2 | 0.07000 94.50| 0.08000 108.00| ASPHALT FOR TACK COAT | | | 0021 601-01839 2.000 EACH| 1600.00000 3200.00| 1859.33000 3718.66| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-01854 4.000 EACH| 825.00000 3300.00| 958.72000 3834.88| GUARDRAIL TRANSITION, 3.810 m LONG | | | 0023 601-05586 1.000 EACH| 1600.00000 1600.00| 1859.33000 1859.33| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0024 601-06037 3.000 EACH| 570.00000 1710.00| 662.39000 1987.17| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 123.825 m | 29.60000 3665.22| 34.51000 4273.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 38.000 m | 34.50000 1311.00| 40.22000 1528.36| FENCE, FARM FIELD, 1190 mm | | | 0027 603-06042 184.000 m | 17.50000 3220.00| 20.41000 3755.44| FENCE, BARBED WIRE, 1220 mm | | | 0028 603-93439 1.000 EACH| 815.00000 815.00| 947.09000 947.09| FENCE GATE, FARM FIELD, 1190 mm X 5.5 m | | | 0029 610-05527 26.000 Mg | 100.00000 2600.00| 116.57000 3030.82| HMA FOR APPROACHES | | | 0030 610-06257 102.000 m2 | 80.00000 8160.00| 73.97000 7544.94| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 1.000 EACH| 185.00000 185.00| 214.98000 214.98| MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06505 4.000 EACH| 415.00000 1660.00| 482.26000 1929.04| MONUMENT, B | | | 0033 615-99189 1.000 EACH| 2136.81000 2136.81| 892.43000 892.43| PLAQUE, ALUMINUM | | | 0034 616-02320 499.000 m2 | 2.80000 1397.20| 3.79000 1891.21| GEOTEXTILES | | | 0035 616-06405 314.000 Mg | 18.50000 5809.00| 21.01000 6597.14| RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 275.00000 550.00| 871.56000 1743.12| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 3000.000 m2 | 0.32000 960.00| 0.42000 1260.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 555.000 m2 | 2.02000 1121.10| 2.08000 1154.40| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06548 5.000 kg | 49.50000 247.50| 43.56000 217.80| SEED MIXTURE, CV | | | 0040 621-06559 3000.000 m2 | 0.42000 1260.00| 0.69000 2070.00| MULCHED SEEDING, R | | | 0041 621-06567 2.000 kL | 0.55000 1.10| 3.07000 6.14| WATER | | | 0042 621-06574 96.000 m2 | 12.62000 1211.52| 6.95000 667.20| SODDING | | | 0043 622-52436 8.000 EACH| 25.00000 200.00| 23.24000 185.92| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 42.000 EACH| 8.70000 365.40| 13.94000 585.48| SEEDLING | | | 0045 701-91792 20.000 EACH| 125.00000 2500.00| 90.95000 1819.00| PILE TIP, STEEL H | | | 0046 701-93658 289.400 m | 80.00000 23152.00| 108.12000 31289.93| PILE, STEEL H, HP 310 X 93 | | | 0047 702-51005 64.600 m3 | 650.00000 41990.00| 667.54000 43123.08| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51046 26.000 m3 | 400.00000 10400.00| 606.83000 15777.58| CONCRETE, FOUNDATION SEAL | | | 0049 703-51030 4901.000 kg | 1.25000 6126.25| 1.31000 6420.31| REINFORCING STEEL | | | 0050 703-51032 14110.000 kg | 1.50000 21165.00| 1.51000 21306.10| REINFORCING STEEL, EPOXY COATED | | | 0051 703-97936 66.000 EACH| 12.00000 792.00| 13.95000 920.70| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 704-51002 95.600 m3 | 750.00000 71700.00| 829.05000 79257.18| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-91957 87.630 m | 165.00000 14458.95| 175.36000 15366.80| BRIDGE RAILING, THRIE BEAM | | | 0054 707-05983 163.944 m | 500.00000 81972.00| 258.71000 42413.95| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0055 709-51821 LUMP| 1390.00000 1390.00| 1626.91000 1626.91| SURFACE SEAL | | | 0056 715-05048 95.000 m | 16.00000 1520.00| 14.11000 1340.45| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0057 715-05053 8.000 m | 32.00000 256.00| 26.67000 213.36| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0058 715-05171 15.000 m | 96.00000 1440.00| 118.18000 1772.70| PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/02/02 PAGE : 551 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,903.46 ROUTE : WOODALL ROAD CALL ORDER : 551 CONTRACT ID : B -25941-A COUNTIES : MONROE LETTING DATE : 12/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05407 26.000 m | 40.00000 1040.00| 29.47000 766.22| PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 2.000 EACH| 335.00000 670.00| 464.83000 929.66| PIPE END SECTION, 450 mm | | | 0061 718-06528 1.000 EACH| 900.00000 900.00| 116.21000 116.21| OUTLET PROTECTOR, 1 | | | 0062 718-52610 21.000 m3 | 50.00000 1050.00| 54.71000 1148.91| AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 150.000 m2 | 2.00000 300.00| 5.56000 834.00| GEOTEXTILES FOR UNDERDRAIN | | | 0064 801-04308 4.000 EACH| 120.00000 480.00| 139.45000 557.80| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 8.000 EACH| 75.00000 600.00| 87.16000 697.28| BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 85.00000 340.00| 98.78000 395.12| BARRICADE, IIIB | | | 0067 801-06640 8.000 EACH| 90.00000 720.00| 104.59000 836.72| CONSTRUCTION SIGN, A | | | 0068 802-76020 0.930 m2 | 164.00000 152.52| 200.10000 186.09| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0069 802-76025 1.162 m2 | 187.68000 218.08| 225.18000 261.66| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76055 17.000 m | 17.45000 296.65| 26.67000 453.39| SIGN POST, A | | | 0071 804-06770 1.000 EACH| 20.00000 20.00| 23.24000 23.24| DELINEATOR POST | | | SECTION TOTALS | $ 534,811.56| $ 564,666.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,811.56| $ 564,666.37| ====================================================================================================================================