INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1296005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 294,197.49 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 317,882.42 108.0506% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 329,089.00 111.8598% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 340,551.00 115.7559% 5 35-1212938 ATLAS EXCAVATING, INC. $ 344,803.65 117.2014% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 349,945.13 118.9490% 7 35-1673827 HENDERSON, H.E., INC. $ 353,253.92 120.0737% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 353,600.00 120.1913% 9 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 379,546.00 129.0106% 10 35-0918397 RIETH RILEY CONSTRUCTION $ 455,509.50 154.8311% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1200.00000 7200.00| 1100.00000 6600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 50.00000 50.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14700.00000 14700.00| 16000.00000 16000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 10.00000 1160.00| 45.00000 5220.00| 20.00000 2320.00 PAVEMENT, REMOVE | | | 0005 202-02241 161.000 m | 14.70000 2366.70| 15.00000 2415.00| 13.50000 2173.50 GUARDRAIL, REMOVE | | | 0006 202-02277 148.000 m | 6.00000 888.00| 22.00000 3256.00| 14.00000 2072.00 GUTTER, LIP, REMOVE | | | 0007 202-02446 16.000 m | 20.00000 320.00| 75.00000 1200.00| 100.00000 1600.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51133 127.000 m | 20.00000 2540.00| 22.00000 2794.00| 12.50000 1587.50 RAILING, REMOVE | | | 0009 202-51328 LUMP| 50339.00000 50339.00| 47000.00000 47000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 581.000 m2 | 4.35000 2527.35| 11.00000 6391.00| 7.50000 4357.50 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1048.000 m2 | 2.92000 3060.16| 6.00000 6288.00| 5.50000 5764.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-60822 647.000 m2 | 3.55000 2296.85| 8.00000 5176.00| 5.50000 3558.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 303-52308 47.400 Mg | 40.00000 1896.00| 40.00000 1896.00| 20.00000 948.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2039.000 m2 | 0.31000 632.09| 0.28000 570.92| 0.40000 815.60 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1600.00000 6400.00| 1400.00000 5600.00| 1550.00000 6200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 5600.00000 11200.00| 5000.00000 10000.00| 5500.00000 11000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-99105 38.100 m | 40.00000 1524.00| 35.00000 1333.50| 40.00000 1524.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99106 43.800 m | 62.00000 2715.60| 55.00000 2409.00| 60.00000 2628.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0019 601-99132 4.000 EACH| 68.00000 272.00| 60.00000 240.00| 65.00000 260.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0020 602-06639 137.000 m | 59.05000 8089.85| 60.00000 8220.00| 67.50000 9247.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 12.000 EACH| 10.00000 120.00| 10.00000 120.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0022 610-05527 246.000 Mg | 63.28000 15566.88| 46.00000 11316.00| 62.50000 15375.00 HMA FOR APPROACHES | | | 0023 610-06257 140.000 m2 | 66.00000 9240.00| 65.00000 9100.00| 60.00000 8400.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-92498 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 1400.00000 1400.00 BENCH MARK | | | 0025 616-02320 154.000 m2 | 2.00000 308.00| 5.00000 770.00| 3.50000 539.00 GEOTEXTILES | | | 0026 616-06405 54.000 Mg | 25.00000 1350.00| 65.00000 3510.00| 27.50000 1485.00 RIPRAP, REVETMENT | | | 0027 619-95315 LUMP| 2825.00000 2825.00| 4500.00000 4500.00| 5500.00000 5500.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-06574 96.000 m2 | 15.00000 1440.00| 15.00000 1440.00| 8.50000 816.00 SODDING | | | 0029 702-51863 728.000 EACH| 5.50000 4004.00| 6.00000 4368.00| 7.50000 5460.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-51875 4.400 m2 | 80.00000 352.00| 300.00000 1320.00| 500.00000 2200.00 CONCRETE, A, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 703-01540 22.000 EACH| 8.27000 181.94| 10.00000 220.00| 15.00000 330.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 1934.000 kg | 1.23000 2378.82| 1.50000 2901.00| 1.60000 3094.40 REINFORCING STEEL | | | 0033 703-51032 4908.000 kg | 1.41000 6920.28| 1.50000 7362.00| 1.80000 8834.40 REINFORCING STEEL, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 1300.00000 5200.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 26.800 m3 | 538.43000 14429.92| 465.00000 12462.00| 460.00000 12328.00 CONCRETE, C, RAILING | | | 0036 708-51813 5.000 m2 | 695.00000 3475.00| 715.00000 3575.00| 650.00000 3250.00 PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 1687.00000 1687.00| 4000.00000 4000.00| 4000.00000 4000.00 SURFACE SEAL | | | 0038 720-44296 3.000 EACH| 120.00000 360.00| 225.00000 675.00| 250.00000 750.00 CAP INLET | | | 0039 722-51401 105.000 m2 | 100.00000 10500.00| 162.00000 17010.00| 180.00000 18900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 647.000 m2 | 48.50000 31379.50| 48.00000 31056.00| 54.50000 35261.50 BRIDGE DECK OVERLAY | | | 0041 722-51846 10.600 m3 | 395.00000 4187.00| 395.00000 4187.00| 395.00000 4187.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 176.000 m2 | 91.30000 16068.80| 68.00000 11968.00| 87.50000 15400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 729-51875 5.000 m2 | 694.95000 3474.75| 820.00000 4100.00| 615.00000 3075.00 CONCRETE, A, PATCHING | | | 0044 801-01851 LUMP| 21800.00000 21800.00| 14000.00000 14000.00| 19000.00000 19000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06203 230.000 m | 0.57000 131.10| 0.50000 115.00| 1.00000 230.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 1582.000 m | 3.40000 5378.80| 3.00000 4746.00| 3.30000 5220.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 22.000 EACH| 57.00000 1254.00| 50.00000 1100.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 10.000 EACH| 40.00000 400.00| 35.00000 350.00| 35.00000 350.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 5517.00000 5517.00| 21000.00000 21000.00| 13500.00000 13500.00 MAINTAINING TRAFFIC | | | 0050 808-06713 368.000 m | 0.37000 136.16| 0.50000 184.00| 0.50000 184.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 Z PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-06714 362.000 m | 0.37000 133.94| 0.50000 181.00| 0.50000 181.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 238.000 m | 2.00000 476.00| 2.00000 476.00| 2.00000 476.00 LINE, REMOVE | | | 0053 808-75297 28.000 m | 11.00000 308.00| 10.00000 280.00| 10.00000 280.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75996 12.000 EACH| 28.00000 336.00| 13.00000 156.00| 15.00000 180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 25.000 EACH| 28.00000 700.00| 25.00000 625.00| 40.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 294,197.49| $ 317,882.42| $ 329,089.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,197.49| $ 317,882.42| $ 329,089.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1212938 |(6) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. |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 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 1278.88000 7673.28 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 1256.85000 1256.85 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 17000.00000 17000.00| 17497.26000 17497.26 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 20.00000 2320.00| 23.00000 2668.00| 29.03000 3367.48 PAVEMENT, REMOVE | | | 0005 202-02241 161.000 m | 13.00000 2093.00| 8.30000 1336.30| 14.96000 2408.56 GUARDRAIL, REMOVE | | | 0006 202-02277 148.000 m | 16.00000 2368.00| 21.00000 3108.00| 22.11000 3272.28 GUTTER, LIP, REMOVE | | | 0007 202-02446 16.000 m | 70.00000 1120.00| 65.00000 1040.00| 143.04000 2288.64 BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51133 127.000 m | 40.00000 5080.00| 20.00000 2540.00| 12.80000 1625.60 RAILING, REMOVE | | | 0009 202-51328 LUMP| 33500.00000 33500.00| 46900.00000 46900.00| 41692.83000 41692.83 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 581.000 m2 | 5.00000 2905.00| 5.40000 3137.40| 12.35000 7175.35 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1048.000 m2 | 5.00000 5240.00| 4.50000 4716.00| 2.79000 2923.92 SURFACE MILLING, ASPHALT | | | 0012 202-60822 647.000 m2 | 5.00000 3235.00| 4.50000 2911.50| 0.14000 90.58 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 303-52308 47.400 Mg | 30.00000 1422.00| 27.00000 1279.80| 34.96000 1657.10 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2039.000 m2 | 0.10000 203.90| 0.30000 611.70| 0.57000 1162.23 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| 1594.37000 6377.48 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 4950.00000 9900.00| 5200.00000 10400.00| 5637.24000 11274.48 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-99105 38.100 m | 35.00000 1333.50| 36.50000 1390.65| 39.99000 1523.62 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99106 43.800 m | 55.00000 2409.00| 57.50000 2518.50| 63.52000 2782.18 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0019 601-99132 4.000 EACH| 60.00000 240.00| 64.00000 256.00| 68.33000 273.32 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1212938 |(6) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 137.000 m | 70.00000 9590.00| 92.00000 12604.00| 64.80000 8877.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 12.000 EACH| 7.00000 84.00| 8.30000 99.60| 10.02000 120.24 BARRIER DELINEATOR | | | 0022 610-05527 246.000 Mg | 85.00000 20910.00| 60.00000 14760.00| 82.86000 20383.56 HMA FOR APPROACHES | | | 0023 610-06257 140.000 m2 | 90.00000 12600.00| 52.00000 7280.00| 83.26000 11656.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-92498 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 552.34000 552.34 BENCH MARK | | | 0025 616-02320 154.000 m2 | 3.50000 539.00| 5.20000 800.80| 2.99000 460.46 GEOTEXTILES | | | 0026 616-06405 54.000 Mg | 40.00000 2160.00| 29.00000 1566.00| 56.26000 3038.04 RIPRAP, REVETMENT | | | 0027 619-95315 LUMP| 2500.00000 2500.00| 5300.00000 5300.00| 5978.89000 5978.89 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-06574 96.000 m2 | 13.30000 1276.80| 14.00000 1344.00| 16.35000 1569.60 SODDING | | | 0029 702-51863 728.000 EACH| 7.00000 5096.00| 8.60000 6260.80| 6.97000 5074.16 FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-51875 4.400 m2 | 350.00000 1540.00| 280.00000 1232.00| 410.86000 1807.78 CONCRETE, A, MODIFIED | | | 0031 703-01540 22.000 EACH| 8.00000 176.00| 15.00000 330.00| 9.99000 219.78 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 1934.000 kg | 1.50000 2901.00| 1.45000 2804.30| 1.85000 3577.90 REINFORCING STEEL | | | 0033 703-51032 4908.000 kg | 1.75000 8589.00| 1.55000 7607.40| 2.03000 9963.24 REINFORCING STEEL, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 1500.00000 6000.00| 1000.00000 4000.00| 1366.61000 5466.44 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 26.800 m3 | 600.00000 16080.00| 610.00000 16348.00| 600.28000 16087.50 CONCRETE, C, RAILING | | | 0036 708-51813 5.000 m2 | 615.00000 3075.00| 620.00000 3100.00| 700.52000 3502.60 PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 2000.00000 2000.00| 3800.00000 3800.00| 3570.26000 3570.26 SURFACE SEAL | | | 0038 720-44296 3.000 EACH| 500.00000 1500.00| 350.00000 1050.00| 252.30000 756.90 CAP INLET | | | 0039 722-51401 105.000 m2 | 350.00000 36750.00| 375.00000 39375.00| 260.59000 27361.95 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1212938 |(6) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 647.000 m2 | 85.00000 54995.00| 49.00000 31703.00| 51.42000 33268.74 BRIDGE DECK OVERLAY | | | 0041 722-51846 10.600 m3 | 395.00000 4187.00| 395.00000 4187.00| 395.00000 4187.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 176.000 m2 | 75.00000 13200.00| 120.00000 21120.00| 164.80000 29004.80 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 729-51875 5.000 m2 | 615.00000 3075.00| 620.00000 3100.00| 700.52000 3502.60 CONCRETE, A, PATCHING | | | 0044 801-01851 LUMP| 12500.00000 12500.00| 14000.00000 14000.00| 14456.30000 14456.30 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06203 230.000 m | 0.50000 115.00| 0.55000 126.50| 0.56000 128.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 1582.000 m | 3.00000 4746.00| 3.10000 4904.20| 3.48000 5505.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 22.000 EACH| 50.00000 1100.00| 65.00000 1430.00| 56.94000 1252.68 CONSTRUCTION SIGN, A | | | 0048 801-06645 10.000 EACH| 35.00000 350.00| 36.50000 365.00| 39.86000 398.60 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 9828.34000 9828.34 MAINTAINING TRAFFIC | | | 0050 808-06713 368.000 m | 0.33000 121.44| 0.40000 147.20| 0.43000 158.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 362.000 m | 0.33000 119.46| 0.40000 144.80| 0.43000 155.66 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 238.000 m | 1.80000 428.40| 1.90000 452.20| 2.07000 492.66 LINE, REMOVE | | | 0053 808-75297 28.000 m | 9.75000 273.00| 10.50000 294.00| 11.22000 314.16 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75996 12.000 EACH| 16.00000 192.00| 17.00000 204.00| 19.23000 230.76 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 25.000 EACH| 24.50000 612.50| 26.00000 650.00| 28.47000 711.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 340,551.00| $ 344,803.65| $ 349,945.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,551.00| $ 344,803.65| $ 349,945.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1917625 |(9) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |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 | 1000.00000 6000.00| 1100.00000 6600.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3318.80000 3318.80| 2939.50000 2939.50| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31595.00000 31595.00| 17600.00000 17600.00| 18750.00000 18750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 24.35000 2824.60| 22.00000 2552.00| 45.00000 5220.00 PAVEMENT, REMOVE | | | 0005 202-02241 161.000 m | 13.65000 2197.65| 13.65000 2197.65| 14.00000 2254.00 GUARDRAIL, REMOVE | | | 0006 202-02277 148.000 m | 21.04000 3113.92| 26.00000 3848.00| 13.00000 1924.00 GUTTER, LIP, REMOVE | | | 0007 202-02446 16.000 m | 91.44000 1463.04| 335.00000 5360.00| 275.00000 4400.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51133 127.000 m | 22.07000 2802.89| 35.00000 4445.00| 75.00000 9525.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 44421.80000 44421.80| 23900.00000 23900.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 581.000 m2 | 9.12000 5298.72| 5.60000 3253.60| 10.00000 5810.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1048.000 m2 | 5.42000 5680.16| 4.25000 4454.00| 4.50000 4716.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 647.000 m2 | 7.77000 5027.19| 5.35000 3461.45| 4.50000 2911.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 303-52308 47.400 Mg | 37.46000 1775.60| 90.00000 4266.00| 45.00000 2133.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2039.000 m2 | 0.29000 591.31| 0.05000 101.95| 0.30000 611.70 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1470.00000 5880.00| 1470.00000 5880.00| 1450.00000 5800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 5197.50000 10395.00| 5000.00000 10000.00| 5500.00000 11000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-99105 38.100 m | 36.75000 1400.18| 36.00000 1371.60| 38.00000 1447.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99106 43.800 m | 57.75000 2529.45| 57.75000 2529.45| 58.00000 2540.40 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0019 601-99132 4.000 EACH| 63.00000 252.00| 63.00000 252.00| 65.00000 260.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1917625 |(9) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 137.000 m | 77.50000 10617.50| 115.00000 15755.00| 90.00000 12330.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 12.000 EACH| 21.00000 252.00| 25.00000 300.00| 7.50000 90.00 BARRIER DELINEATOR | | | 0022 610-05527 246.000 Mg | 56.77000 13965.42| 80.00000 19680.00| 50.00000 12300.00 HMA FOR APPROACHES | | | 0023 610-06257 140.000 m2 | 50.37000 7051.80| 68.00000 9520.00| 80.00000 11200.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-92498 1.000 EACH| 509.25000 509.25| 400.00000 400.00| 500.00000 500.00 BENCH MARK | | | 0025 616-02320 154.000 m2 | 3.32000 511.28| 14.00000 2156.00| 6.50000 1001.00 GEOTEXTILES | | | 0026 616-06405 54.000 Mg | 35.66000 1925.64| 90.00000 4860.00| 50.00000 2700.00 RIPRAP, REVETMENT | | | 0027 619-95315 LUMP| 4725.00000 4725.00| 3900.00000 3900.00| 5000.00000 5000.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-06574 96.000 m2 | 13.97000 1341.12| 14.00000 1344.00| 14.00000 1344.00 SODDING | | | 0029 702-51863 728.000 EACH| 9.14000 6653.92| 8.00000 5824.00| 9.00000 6552.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-51875 4.400 m2 | 379.19000 1668.44| 650.00000 2860.00| 300.00000 1320.00 CONCRETE, A, MODIFIED | | | 0031 703-01540 22.000 EACH| 12.89000 283.58| 15.00000 330.00| 20.00000 440.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 1934.000 kg | 1.11000 2146.74| 1.30000 2514.20| 1.50000 2901.00 REINFORCING STEEL | | | 0033 703-51032 4908.000 kg | 1.26000 6184.08| 1.45000 7116.60| 1.70000 8343.60 REINFORCING STEEL, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 724.22000 2896.88| 1450.00000 5800.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 26.800 m3 | 575.49000 15423.13| 505.00000 13534.00| 700.00000 18760.00 CONCRETE, C, RAILING | | | 0036 708-51813 5.000 m2 | 645.75000 3228.75| 645.00000 3225.00| 650.00000 3250.00 PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 3465.00000 3465.00| 3150.00000 3150.00| 4000.00000 4000.00 SURFACE SEAL | | | 0038 720-44296 3.000 EACH| 153.58000 460.74| 620.00000 1860.00| 500.00000 1500.00 CAP INLET | | | 0039 722-51401 105.000 m2 | 110.95000 11649.75| 365.00000 38325.00| 300.00000 31500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1917625 |(9) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 647.000 m2 | 59.58000 38548.26| 61.00000 39467.00| 70.00000 45290.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 10.600 m3 | 395.00000 4187.00| 395.00000 4187.00| 395.00000 4187.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 176.000 m2 | 87.99000 15486.24| 55.00000 9680.00| 90.00000 15840.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 729-51875 5.000 m2 | 645.75000 3228.75| 650.00000 3250.00| 600.00000 3000.00 CONCRETE, A, PATCHING | | | 0044 801-01851 LUMP| 21889.35000 21889.35| 13125.00000 13125.00| 23000.00000 23000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06203 230.000 m | 0.53000 121.90| 0.55000 126.50| 0.55000 126.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 1582.000 m | 3.15000 4983.30| 3.15000 4983.30| 3.50000 5537.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 22.000 EACH| 52.50000 1155.00| 52.50000 1155.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 10.000 EACH| 36.75000 367.50| 36.75000 367.50| 45.00000 450.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 29872.00000 29872.00| 27700.00000 27700.00| 30250.00000 30250.00 MAINTAINING TRAFFIC | | | 0050 808-06713 368.000 m | 0.35000 128.80| 0.35000 128.80| 0.35000 128.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 362.000 m | 0.35000 126.70| 0.35000 126.70| 0.35000 126.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 238.000 m | 1.89000 449.82| 1.90000 452.20| 2.00000 476.00 LINE, REMOVE | | | 0053 808-75297 28.000 m | 10.24000 286.72| 10.00000 280.00| 10.50000 294.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75996 12.000 EACH| 21.00000 252.00| 40.00000 480.00| 25.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 25.000 EACH| 25.73000 643.25| 25.00000 625.00| 55.00000 1375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 353,253.92| $ 353,600.00| $ 379,546.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,253.92| $ 353,600.00| $ 379,546.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 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 105-06790 6.000 MOS | 2250.00000 13500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22200.00000 22200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 54.00000 6264.00| | PAVEMENT, REMOVE | | | 0005 202-02241 161.000 m | 13.00000 2093.00| | GUARDRAIL, REMOVE | | | 0006 202-02277 148.000 m | 24.00000 3552.00| | GUTTER, LIP, REMOVE | | | 0007 202-02446 16.000 m | 80.00000 1280.00| | BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51133 127.000 m | 40.00000 5080.00| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 55000.00000 55000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51822 581.000 m2 | 25.00000 14525.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1048.000 m2 | 2.00000 2096.00| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 647.000 m2 | 10.00000 6470.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 303-52308 47.400 Mg | 102.00000 4834.80| | COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2039.000 m2 | 0.50000 1019.50| | ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1400.00000 5600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 4950.00000 9900.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-99105 38.100 m | 35.00000 1333.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99106 43.800 m | 44.00000 1927.20| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0019 601-99132 4.000 EACH| 60.00000 240.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 137.000 m | 140.00000 19180.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 12.000 EACH| 8.00000 96.00| | BARRIER DELINEATOR | | | 0022 610-05527 246.000 Mg | 74.00000 18204.00| | HMA FOR APPROACHES | | | 0023 610-06257 140.000 m2 | 95.00000 13300.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-92498 1.000 EACH| 485.00000 485.00| | BENCH MARK | | | 0025 616-02320 154.000 m2 | 7.00000 1078.00| | GEOTEXTILES | | | 0026 616-06405 54.000 Mg | 80.00000 4320.00| | RIPRAP, REVETMENT | | | 0027 619-95315 LUMP| 4500.00000 4500.00| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-06574 96.000 m2 | 13.30000 1276.80| | SODDING | | | 0029 702-51863 728.000 EACH| 15.00000 10920.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0030 702-51875 4.400 m2 | 300.00000 1320.00| | CONCRETE, A, MODIFIED | | | 0031 703-01540 22.000 EACH| 22.00000 484.00| | THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 1934.000 kg | 1.35000 2610.90| | REINFORCING STEEL | | | 0033 703-51032 4908.000 kg | 1.50000 7362.00| | REINFORCING STEEL, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 2300.00000 9200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 26.800 m3 | 750.00000 20100.00| | CONCRETE, C, RAILING | | | 0036 708-51813 5.000 m2 | 615.00000 3075.00| | PNEUMATICALLY PLACED MORTAR | | | 0037 709-51821 LUMP| 3840.00000 3840.00| | SURFACE SEAL | | | 0038 720-44296 3.000 EACH| 500.00000 1500.00| | CAP INLET | | | 0039 722-51401 105.000 m2 | 290.00000 30450.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 300 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 359,329.56 ROUTE : SR 267 CALL ORDER : 300 CONTRACT ID : B -25410-A COUNTIES : BOONE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 647.000 m2 | 75.00000 48525.00| | BRIDGE DECK OVERLAY | | | 0041 722-51846 10.600 m3 | 395.00000 4187.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 176.000 m2 | 210.00000 36960.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 729-51875 5.000 m2 | 615.00000 3075.00| | CONCRETE, A, PATCHING | | | 0044 801-01851 LUMP| 22500.00000 22500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0045 801-06203 230.000 m | 0.50000 115.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 1582.000 m | 3.00000 4746.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 22.000 EACH| 50.00000 1100.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 10.000 EACH| 35.00000 350.00| | CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0050 808-06713 368.000 m | 0.33000 121.44| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 362.000 m | 0.33000 119.46| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 238.000 m | 1.80000 428.40| | LINE, REMOVE | | | 0053 808-75297 28.000 m | 9.75000 273.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75996 12.000 EACH| 15.00000 180.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 25.000 EACH| 24.50000 612.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 455,509.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 455,509.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 6 CALL ORDER : 320 CONTRACT ID : B -25504-A COUNTIES : PORTER LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 461,761.44 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 463,386.46 100.3519% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 484,247.15 104.8695% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 562,185.76 121.7480% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0175032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 348,930.96 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 389,265.22 111.5593% 3 35-1801998 CLR, INC. $ 392,252.82 112.4155% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 402,084.07 115.2331% 5 35-2072438 TD & O LLC $ 442,347.23 126.7721% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 454,003.13 130.1125% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-1801998 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|CLR, 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 10.000 MOS | 800.00000 8000.00| 1000.00000 10000.00| 1660.00000 16600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 750.00000 750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17800.00000 17800.00| 18500.00000 18500.00| 19725.00000 19725.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 665.200 m2 | 20.00000 13304.00| 16.00000 10643.20| 17.25000 11474.70 PAVEMENT, REMOVE | | | 0005 202-02241 268.700 m | 7.00000 1880.90| 11.00000 2955.70| 6.60000 1773.42 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 19300.00000 19300.00| 12500.00000 12500.00| 15300.00000 15300.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 1056.000 m2 | 6.00000 6336.00| 5.00000 5280.00| 1.25000 1320.00 SURFACE MILLING, ASPHALT | | | 0008 203-02070 100.000 m3 | 5.00000 500.00| 30.00000 3000.00| 8.25000 825.00 BORROW | | | 0009 303-52308 309.200 Mg | 20.00000 6184.00| 28.00000 8657.60| 34.00000 10512.80 COMPACTED AGGREGATE, O, 53 | | | 0010 406-05521 1463.000 m2 | 0.58000 848.54| 0.60000 877.80| 0.58000 848.54 ASPHALT FOR TACK COAT | | | 0011 501-03489 136.000 EACH| 12.00000 1632.00| 10.00000 1360.00| 18.00000 2448.00 TIE BAR, RETROFIT | | | 0012 501-05310 54.600 m | 300.00000 16380.00| 375.00000 20475.00| 350.00000 19110.00 TERMINAL JOINT | | | 0013 502-06329 332.800 m2 | 45.00000 14976.00| 80.00000 26624.00| 66.00000 21964.80 PCCP, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-1801998 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01522 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1275.00000 5100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01625 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1895.00000 1895.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-02636 15.240 m | 65.00000 990.60| 65.00000 990.60| 65.90000 1004.32 GUARDRAIL, W BEAM, NESTED | | | 0017 601-04746 2.000 EACH| 5625.00000 11250.00| 5625.00000 11250.00| 6650.00000 13300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-06037 1.000 EACH| 575.00000 575.00| 575.00000 575.00| 810.00000 810.00 GUARDRAIL END TREATMENT, I | | | 0019 601-94689 1.000 EACH| 2175.00000 2175.00| 2175.00000 2175.00| 2450.00000 2450.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-94690 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3475.00000 6950.00 GUARDRAIL END TREATMENT, MS | | | 0021 601-99105 104.730 m | 28.50000 2984.81| 28.50000 2984.81| 33.00000 3456.09 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 601-99108 95.260 m | 43.50000 4143.81| 43.50000 4143.81| 44.50000 4239.07 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0023 602-06639 256.040 m | 130.00000 33285.20| 65.00000 16642.60| 55.00000 14082.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 22.000 EACH| 7.00000 154.00| 10.00000 220.00| 6.00000 132.00 BARRIER DELINEATOR | | | 0025 610-05527 175.000 Mg | 135.00000 23625.00| 130.00000 22750.00| 121.00000 21175.00 HMA FOR APPROACHES | | | 0026 610-06259 546.200 m2 | 50.00000 27310.00| 80.00000 43696.00| 69.00000 37687.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 621-01004 1.000 EACH| 100.00000 100.00| 550.00000 550.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 0.60000 600.00| 0.62000 620.00| 0.59000 590.00 MULCHED SEEDING, R | | | 0029 702-04433 10.000 EACH| 150.00000 1500.00| 350.00000 3500.00| 230.00000 2300.00 FLOOR DRAIN, PVC, 150 mm | | | 0030 702-51863 270.000 EACH| 7.00000 1890.00| 8.00000 2160.00| 4.50000 1215.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 11652.000 kg | 1.50000 17478.00| 1.60000 18643.20| 1.15000 13399.80 REINFORCING STEEL | | | 0032 703-51032 3478.000 kg | 1.75000 6086.50| 2.00000 6956.00| 1.86000 6469.08 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-1801998 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-97936 110.000 EACH| 10.00000 1100.00| 8.00000 880.00| 12.00000 1320.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 706-05732 8.000 EACH| 900.00000 7200.00| 1500.00000 12000.00| 925.00000 7400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 4.200 m3 | 650.00000 2730.00| 550.00000 2310.00| 1100.00000 4620.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 4250.00000 4250.00 SURFACE SEAL | | | 0037 722-51401 25.000 m2 | 75.00000 1875.00| 350.00000 8750.00| 240.00000 6000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 503.500 m2 | 61.00000 30713.50| 85.00000 42797.50| 90.00000 45315.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 7.200 m3 | 395.00000 2844.00| 395.00000 2844.00| 395.00000 2844.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 70.000 m2 | 50.00000 3500.00| 70.00000 4900.00| 190.00000 13300.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 485.200 m2 | 6.00000 2911.20| 6.00000 2911.20| 17.50000 8491.00 SURFACE MILLING | | | 0042 729-51875 6.000 m2 | 300.00000 1800.00| 400.00000 2400.00| 315.00000 1890.00 CONCRETE, A, PATCHING | | | 0043 801-04308 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 445.00000 890.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06207 2056.000 m | 3.15000 6476.40| 3.15000 6476.40| 3.15000 6476.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06606 9.000 EACH| 130.00000 1170.00| 130.00000 1170.00| 130.00000 1170.00 BARRICADE, IIIB | | | 0046 801-06640 26.000 EACH| 110.00000 2860.00| 110.00000 2860.00| 116.00000 3016.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 360.000 DAY | 14.00000 5040.00| 14.00000 5040.00| 14.00000 5040.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0050 801-97643 527.000 m | 11.00000 5797.00| 11.00000 5797.00| 11.00000 5797.00 TEMPORARY BUZZ STRIPS | | | 0051 808-06711 207.000 m | 0.95000 196.65| 0.95000 196.65| 1.05000 217.35 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0052 808-06713 635.000 m | 0.95000 603.25| 0.95000 603.25| 1.05000 666.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-1801998 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06714 351.000 m | 0.95000 333.45| 0.95000 333.45| 1.05000 368.55 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 431.000 m | 1.95000 840.45| 1.95000 840.45| 2.65000 1142.15 LINE, REMOVE | | | 0055 808-75996 26.000 EACH| 14.45000 375.70| 25.00000 650.00| 11.00000 286.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 26.000 EACH| 57.50000 1495.00| 57.50000 1495.00| 57.50000 1495.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 348,930.96| $ 389,265.22| $ 392,252.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,930.96| $ 389,265.22| $ 392,252.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-2072438 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|TD & O LLC |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 10.000 MOS | 1203.90000 12039.00| 1100.00000 11000.00| 1600.00000 16000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1831.98000 1831.98| 5000.00000 5000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20104.20000 20104.20| 19822.21000 19822.21| 22700.00000 22700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 665.200 m2 | 23.01000 15306.25| 35.00000 23282.00| 8.00000 5321.60 PAVEMENT, REMOVE | | | 0005 202-02241 268.700 m | 12.47000 3350.69| 8.25000 2216.78| 12.00000 3224.40 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 29248.45000 29248.45| 32000.00000 32000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 1056.000 m2 | 6.69000 7064.64| 0.55000 580.80| 7.00000 7392.00 SURFACE MILLING, ASPHALT | | | 0008 203-02070 100.000 m3 | 25.85000 2585.00| 15.00000 1500.00| 50.00000 5000.00 BORROW | | | 0009 303-52308 309.200 Mg | 28.43000 8790.56| 25.00000 7730.00| 45.00000 13914.00 COMPACTED AGGREGATE, O, 53 | | | 0010 406-05521 1463.000 m2 | 0.68000 994.84| 0.64000 936.32| 0.65000 950.95 ASPHALT FOR TACK COAT | | | 0011 501-03489 136.000 EACH| 16.03000 2180.08| 30.00000 4080.00| 35.00000 4760.00 TIE BAR, RETROFIT | | | 0012 501-05310 54.600 m | 440.72000 24063.31| 202.40000 11051.04| 325.00000 17745.00 TERMINAL JOINT | | | 0013 502-06329 332.800 m2 | 71.66000 23848.45| 55.00000 18304.00| 120.00000 39936.00 PCCP, 300 mm | | | 0014 601-01522 4.000 EACH| 1414.35000 5657.40| 1320.00000 5280.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01625 1.000 EACH| 1810.36000 1810.36| 1754.50000 1754.50| 1700.00000 1700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-02636 15.240 m | 74.25000 1131.57| 54.89000 836.52| 70.00000 1066.80 GUARDRAIL, W BEAM, NESTED | | | 0017 601-04746 2.000 EACH| 6364.56000 12729.12| 5720.00000 11440.00| 4500.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-06037 1.000 EACH| 650.60000 650.60| 715.00000 715.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0019 601-94689 1.000 EACH| 2489.25000 2489.25| 2079.00000 2079.00| 2250.00000 2250.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-2072438 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|TD & O LLC |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-94690 2.000 EACH| 3620.73000 7241.46| 4235.00000 8470.00| 3400.00000 6800.00 GUARDRAIL END TREATMENT, MS | | | 0021 601-99105 104.730 m | 33.40000 3497.98| 50.49000 5287.82| 31.00000 3246.63 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 601-99108 95.260 m | 55.68000 5304.08| 85.65000 8159.02| 45.00000 4286.70 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0023 602-06639 256.040 m | 58.01000 14852.88| 120.00000 30724.80| 100.00000 25604.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 22.000 EACH| 11.31000 248.82| 10.00000 220.00| 11.00000 242.00 BARRIER DELINEATOR | | | 0025 610-05527 175.000 Mg | 137.19000 24008.25| 133.10000 23292.50| 125.00000 21875.00 HMA FOR APPROACHES | | | 0026 610-06259 546.200 m2 | 68.84000 37600.41| 60.00000 32772.00| 78.00000 42603.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 621-01004 1.000 EACH| 622.31000 622.31| 500.00000 500.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 0.71000 710.00| 1.00000 1000.00| 0.65000 650.00 MULCHED SEEDING, R | | | 0029 702-04433 10.000 EACH| 236.13000 2361.30| 75.00000 750.00| 135.00000 1350.00 FLOOR DRAIN, PVC, 150 mm | | | 0030 702-51863 270.000 EACH| 8.61000 2324.70| 8.00000 2160.00| 16.00000 4320.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51030 11652.000 kg | 1.72000 20041.44| 1.25000 14565.00| 1.40000 16312.80 REINFORCING STEEL | | | 0032 703-51032 3478.000 kg | 1.92000 6677.76| 1.50000 5217.00| 1.75000 6086.50 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 110.000 EACH| 9.71000 1068.10| 10.00000 1100.00| 15.00000 1650.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 706-05732 8.000 EACH| 1357.77000 10862.16| 1250.00000 10000.00| 1600.00000 12800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 4.200 m3 | 596.41000 2504.92| 450.00000 1890.00| 1200.00000 5040.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 4875.54000 4875.54| 5500.00000 5500.00| 4400.00000 4400.00 SURFACE SEAL | | | 0037 722-51401 25.000 m2 | 53.93000 1348.25| 225.00000 5625.00| 420.00000 10500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 503.500 m2 | 48.81000 24575.84| 59.00000 29706.50| 86.50000 43552.75 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 322 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,829.66 ROUTE : US 41 CALL ORDER : 322 CONTRACT ID : B -25505-A COUNTIES : SULLIVAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-2072438 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|TD & O LLC |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51846 7.200 m3 | 395.00000 2844.00| 395.00000 2844.00| 395.00000 2844.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 70.000 m2 | 67.27000 4708.90| 80.00000 5600.00| 89.50000 6265.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 485.200 m2 | 7.44000 3609.89| 9.36000 4541.47| 7.00000 3396.40 SURFACE MILLING | | | 0042 729-51875 6.000 m2 | 399.45000 2396.70| 1500.00000 9000.00| 195.00000 1170.00 CONCRETE, A, PATCHING | | | 0043 801-04308 2.000 EACH| 396.02000 792.04| 385.00000 770.00| 375.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06207 2056.000 m | 3.58000 7360.48| 3.30000 6784.80| 3.50000 7196.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06606 9.000 EACH| 147.09000 1323.81| 275.00000 2475.00| 140.00000 1260.00 BARRICADE, IIIB | | | 0046 801-06640 26.000 EACH| 124.46000 3235.96| 132.00000 3432.00| 125.00000 3250.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 45.26000 90.52| 55.00000 110.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 360.000 DAY | 15.84000 5702.40| 19.80000 7128.00| 16.00000 5760.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 12161.78000 12161.78| 35000.00000 35000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0050 801-97643 527.000 m | 12.99000 6845.73| 23.96000 12626.92| 13.00000 6851.00 TEMPORARY BUZZ STRIPS | | | 0051 808-06711 207.000 m | 1.08000 223.56| 1.01000 209.07| 1.00000 207.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0052 808-06713 635.000 m | 1.08000 685.80| 1.01000 641.35| 1.00000 635.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 351.000 m | 1.08000 379.08| 1.01000 354.51| 1.00000 351.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 431.000 m | 2.23000 961.13| 3.30000 1422.30| 2.00000 862.00 LINE, REMOVE | | | 0055 808-75996 26.000 EACH| 17.46000 453.96| 16.50000 429.00| 10.00000 260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 26.000 EACH| 65.63000 1706.38| 93.50000 2431.00| 65.00000 1690.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 402,084.07| $ 442,347.23| $ 454,003.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 402,084.07| $ 442,347.23| $ 454,003.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 324 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,221.71 ROUTE : SR 43 CALL ORDER : 324 CONTRACT ID : B -25506-A COUNTIES : WHITE LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 572,882.75 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 585,760.98 102.2479% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1525.00000 12200.00| 1100.00000 8800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6995.00000 6995.00| 9700.00000 9700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28592.00000 28592.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11402.00000 11402.00| 5200.00000 5200.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 8715.00000 8715.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 9.95000 2149.20| 9.00000 1944.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 1140.000 m3 | 25.95000 29583.00| 11.00000 12540.00| EXCAVATION, COMMON | | | 0008 203-51223 3778.000 m3 | 10.65000 40235.70| 11.00000 41558.00| EXCAVATION, WATERWAY | | | 0009 205-02224 380.000 m | 5.40000 2052.00| 6.50000 2470.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 15.000 m | 60.00000 900.00| 25.00000 375.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02232 34.000 m3 | 21.00000 714.00| 75.00000 2550.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0012 211-02060 1150.000 m3 | 24.95000 28692.50| 17.00000 19550.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 2113.000 Mg | 12.25000 25884.25| 15.00000 31695.00| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 324 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,221.71 ROUTE : SR 43 CALL ORDER : 324 CONTRACT ID : B -25506-A COUNTIES : WHITE LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 122.000 Mg | 55.20000 6734.40| 64.00000 7808.00| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 30.000 Mg | 67.70000 2031.00| 78.00000 2340.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 14.000 Mg | 74.40000 1041.60| 95.00000 1330.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 426.000 Mg | 54.95000 23408.70| 64.00000 27264.00| HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05495 47.000 Mg | 68.75000 3231.25| 79.00000 3713.00| HMA WEDGE AND LEVEL | | | 0019 404-05511 1576.000 m2 | 3.50000 5516.00| 4.00000 6304.00| SEAL COAT, 2 | | | 0020 405-05518 1576.000 m2 | 0.75000 1182.00| 1.15000 1812.40| ASPHALT FOR PRIME COAT | | | 0021 406-05521 792.000 m2 | 0.30000 237.60| 0.54000 427.68| ASPHALT FOR TACK COAT | | | 0022 601-94689 4.000 EACH| 2650.00000 10600.00| 2800.00000 11200.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 451.500 m | 30.10000 13590.15| 33.00000 14899.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 4.000 EACH| 111.00000 444.00| 190.00000 760.00| RIGHT OF WAY MARKER | | | 0026 615-06500 3.000 EACH| 425.00000 1275.00| 600.00000 1800.00| MONUMENT, A | | | 0027 616-02320 4740.000 m2 | 1.55000 7347.00| 4.00000 18960.00| GEOTEXTILES | | | 0028 616-06405 2673.000 Mg | 20.00000 53460.00| 16.00000 42768.00| RIPRAP, REVETMENT | | | 0029 616-06451 37.000 Mg | 45.00000 1665.00| 50.00000 1850.00| RIPRAP, UNIFORM | | | 0030 621-01004 2.000 EACH| 400.00000 800.00| 1400.00000 2800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 30.000 Mg | 1025.00000 30750.00| 100.00000 3000.00| FERTILIZER | | | 0032 621-06548 2.000 kg | 57.75000 115.50| 60.00000 120.00| SEED MIXTURE, CV | | | 0033 621-06557 13.000 kg | 10.30000 133.90| 9.00000 117.00| SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 324 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 562,221.71 ROUTE : SR 43 CALL ORDER : 324 CONTRACT ID : B -25506-A COUNTIES : WHITE LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06559 1345.000 m2 | 0.60000 807.00| 1.90000 2555.50| MULCHED SEEDING, R | | | 0035 621-06565 0.600 Mg | 780.00000 468.00| 700.00000 420.00| MULCHING MATERIAL | | | 0036 621-06567 2.000 kL | 0.55000 1.10| 10.00000 20.00| WATER | | | 0037 621-06574 62.000 m2 | 16.95000 1050.90| 12.00000 744.00| SODDING | | | 0038 723-06660 132.100 m2 | 525.00000 69352.50| 569.00000 75164.90| WINGWALL | | | 0039 723-06927 18.288 m | 7100.00000 129844.80| 7500.00000 137160.00| STRUCTURE, PRECAST THREE-SIDED, , 6700 | | | mm X 3600 mm | | | 0040 801-04308 6.000 EACH| 108.00000 648.00| 190.00000 1140.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06605 12.000 EACH| 50.00000 600.00| 100.00000 1200.00| BARRICADE, IIIA | | | 0042 801-06606 12.000 EACH| 65.00000 780.00| 120.00000 1440.00| BARRICADE, IIIB | | | 0043 801-06625 32.000 EACH| 55.65000 1780.80| 115.00000 3680.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 26.000 EACH| 66.25000 1722.50| 120.00000 3120.00| CONSTRUCTION SIGN, A | | | 0045 808-06713 860.000 m | 0.48000 412.80| 0.90000 774.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75240 108.000 m | 1.95000 210.60| 4.00000 432.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0047 808-75996 5.000 EACH| 5.25000 26.25| 25.00000 125.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 5.000 EACH| 94.50000 472.50| 350.00000 1750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 202-02241 265.000 m | 7.65000 2027.25| 12.00000 3180.00| GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 572,882.75| $ 585,760.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 572,882.75| $ 585,760.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JP SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 233,532.45 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 257,328.46 110.1895% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 259,531.10 111.1327% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 286,859.93 122.8351% 5 35-1212938 ATLAS EXCAVATING, INC. $ 294,452.22 126.0862% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 308,231.60 131.9866% ==================================================================================================================================== |(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 105-01925 8.000 MOS | 1500.00000 12000.00| 1400.00000 11200.00| 1500.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50.00000 50.00| 3000.00000 3000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11670.00000 11670.00| 12500.00000 12500.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 37.000 m2 | 10.00000 370.00| 60.00000 2220.00| 80.00000 2960.00 PAVEMENT, REMOVE | | | 0005 202-02241 60.800 m | 13.56000 824.45| 12.00000 729.60| 12.50000 760.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 42198.00000 42198.00| 38500.00000 38500.00| 57700.00000 57700.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 18.000 m3 | 30.00000 540.00| 25.00000 450.00| 90.00000 1620.00 EXCAVATION, COMMON | | | 0009 303-52308 16.600 Mg | 40.00000 664.00| 45.00000 747.00| 40.00000 664.00 COMPACTED AGGREGATE, O, 53 | | | 0010 601-01522 4.000 EACH| 1345.00000 5380.00| 1190.00000 4760.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-99132 4.000 EACH| 96.00000 384.00| 85.00000 340.00| 90.00000 360.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0012 602-06729 12.000 EACH| 8.00000 96.00| 7.00000 84.00| 7.50000 90.00 BARRIER DELINEATOR | | | 0013 607-06335 40.000 m | 65.00000 2600.00| 75.00000 3000.00| 190.00000 7600.00 PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 610-06257 52.100 m2 | 65.00000 3386.50| 75.00000 3907.50| 100.00000 5210.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0015 619-05926 LUMP| 565.00000 565.00| 1400.00000 1400.00| 1300.00000 1300.00 ENVIRONMENTAL CONTROL | | | 0016 619-60999 LUMP| 4746.00000 4746.00| 8000.00000 8000.00| 3200.00000 3200.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0017 619-97157 LUMP| 1695.00000 1695.00| 3000.00000 3000.00| 2500.00000 2500.00 PAINT END DIAPHRAGMS AND BEAM ENDS | | | 0018 621-01004 1.000 EACH| 170.00000 170.00| 150.00000 150.00| 160.00000 160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 500.000 m2 | 0.96000 480.00| 0.85000 425.00| 0.90000 450.00 MULCHED SEEDING, U | | | 0020 621-06574 16.000 m2 | 42.00000 672.00| 37.00000 592.00| 40.00000 640.00 SODDING | | | 0021 702-51110 584.400 kg | 3.45000 2016.18| 5.00000 2922.00| 5.00000 2922.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0022 702-51863 888.000 EACH| 5.00000 4440.00| 7.00000 6216.00| 7.00000 6216.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 706.000 kg | 1.19000 840.14| 1.40000 988.40| 1.30000 917.80 REINFORCING STEEL | | | 0024 703-51032 11550.000 kg | 1.35000 15592.50| 1.50000 17325.00| 1.40000 16170.00 REINFORCING STEEL, EPOXY COATED | | | 0025 704-51002 40.000 m3 | 949.00000 37960.00| 850.00000 34000.00| 750.00000 30000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-05732 4.000 EACH| 1300.00000 5200.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0027 706-51020 37.000 m3 | 562.78000 20822.86| 600.00000 22200.00| 480.00000 17760.00 CONCRETE, C, RAILING | | | 0028 709-51821 LUMP| 2195.00000 2195.00| 2480.00000 2480.00| 1700.00000 1700.00 SURFACE SEAL | | | 0029 722-51401 5.000 m2 | 161.40000 807.00| 400.00000 2000.00| 410.00000 2050.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0030 722-51842 848.000 m2 | 37.46000 31766.08| 45.00000 38160.00| 39.00000 33072.00 BRIDGE DECK OVERLAY | | | 0031 722-51846 8.400 m3 | 395.00000 3318.00| 395.00000 3318.00| 395.00000 3318.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0032 722-51852 120.000 m2 | 74.00000 8880.00| 70.00000 8400.00| 60.00000 7200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0033 724-03276 23.400 m | 75.00000 1755.00| 375.00000 8775.00| 250.00000 5850.00 EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06199 4.000 EACH| 395.00000 1580.00| 550.00000 2200.00| 370.00000 1480.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0035 801-06605 6.000 EACH| 96.00000 576.00| 55.00000 330.00| 90.00000 540.00 BARRICADE, IIIA | | | 0036 801-06606 4.000 EACH| 96.00000 384.00| 60.00000 240.00| 90.00000 360.00 BARRICADE, IIIB | | | 0037 801-06625 16.000 EACH| 56.00000 896.00| 85.00000 1360.00| 55.00000 880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 27.000 EACH| 68.00000 1836.00| 50.00000 1350.00| 65.00000 1755.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 4.000 EACH| 34.00000 136.00| 30.00000 120.00| 32.00000 128.00 CONSTRUCTION SIGN, B | | | 0040 801-06710 30.000 DAY | 20.00000 600.00| 15.00000 450.00| 16.00000 480.00 FLASHING ARROW SIGN | | | 0041 808-06713 198.000 m | 1.91000 378.18| 0.66000 130.68| 1.80000 356.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 183.000 m | 1.91000 349.53| 0.66000 120.78| 1.80000 329.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 722-60824 647.500 m2 | 4.19000 2713.03| 5.00000 3237.50| 7.00000 4532.50 SURFACE MILLING | | | SECTION TOTALS | $ 233,532.45| $ 257,328.46| $ 259,531.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,532.45| $ 257,328.46| $ 259,531.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1212938 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|ATLAS 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 105-01925 8.000 MOS | 1243.59000 9948.72| 1000.00000 8000.00| 1200.00000 9600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3666.51000 3666.51| 2500.00000 2500.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14383.17000 14383.17| 15000.00000 15000.00| 14900.00000 14900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 37.000 m2 | 43.07000 1593.59| 36.00000 1332.00| 50.00000 1850.00 PAVEMENT, REMOVE | | | 0005 202-02241 60.800 m | 13.71000 833.57| 11.00000 668.80| 13.00000 790.40 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 38777.29000 38777.29| 69000.00000 69000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 18.000 m3 | 52.67000 948.06| 50.00000 900.00| 50.00000 900.00 EXCAVATION, COMMON | | | 0009 303-52308 16.600 Mg | 38.64000 641.42| 25.00000 415.00| 80.00000 1328.00 COMPACTED AGGREGATE, O, 53 | | | 0010 601-01522 4.000 EACH| 1336.96000 5347.84| 1300.00000 5200.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-99132 4.000 EACH| 100.27000 401.08| 95.00000 380.00| 90.00000 360.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0012 602-06729 12.000 EACH| 7.80000 93.60| 7.40000 88.80| 7.50000 90.00 BARRIER DELINEATOR | | | 0013 607-06335 40.000 m | 120.45000 4818.00| 100.00000 4000.00| 90.00000 3600.00 PAVED SIDE DITCH, A | | | 0014 610-06257 52.100 m2 | 109.31000 5695.05| 68.00000 3542.80| 150.00000 7815.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0015 619-05926 LUMP| 2228.26000 2228.26| 2200.00000 2200.00| 2100.00000 2100.00 ENVIRONMENTAL CONTROL | | | 0016 619-60999 LUMP| 11141.32000 11141.32| 11000.00000 11000.00| 11000.00000 11000.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0017 619-97157 LUMP| 5570.66000 5570.66| 4200.00000 4200.00| 5500.00000 5500.00 PAINT END DIAPHRAGMS AND BEAM ENDS | | | 0018 621-01004 1.000 EACH| 167.12000 167.12| 175.00000 175.00| 165.00000 165.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 500.000 m2 | 0.96000 480.00| 1.90000 950.00| 0.90000 450.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1212938 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06574 16.000 m2 | 41.31000 660.96| 38.00000 608.00| 40.00000 640.00 SODDING | | | 0021 702-51110 584.400 kg | 6.16000 3599.90| 3.30000 1928.52| 6.00000 3506.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0022 702-51863 888.000 EACH| 7.39000 6562.32| 8.50000 7548.00| 10.00000 8880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 706.000 kg | 1.79000 1263.74| 1.60000 1129.60| 1.30000 917.80 REINFORCING STEEL | | | 0024 703-51032 11550.000 kg | 1.98000 22869.00| 1.70000 19635.00| 1.65000 19057.50 REINFORCING STEEL, EPOXY COATED | | | 0025 704-51002 40.000 m3 | 1010.13000 40405.20| 720.00000 28800.00| 1200.00000 48000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-05732 4.000 EACH| 1551.31000 6205.24| 1350.00000 5400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0027 706-51020 37.000 m3 | 548.16000 20281.92| 650.00000 24050.00| 600.00000 22200.00 CONCRETE, C, RAILING | | | 0028 709-51821 LUMP| 4044.30000 4044.30| 4400.00000 4400.00| 2500.00000 2500.00 SURFACE SEAL | | | 0029 722-51401 5.000 m2 | 334.87000 1674.35| 350.00000 1750.00| 600.00000 3000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0030 722-51842 848.000 m2 | 40.87000 34657.76| 41.00000 34768.00| 50.00000 42400.00 BRIDGE DECK OVERLAY | | | 0031 722-51846 8.400 m3 | 395.00000 3318.00| 395.00000 3318.00| 395.00000 3318.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0032 722-51852 120.000 m2 | 164.81000 19777.20| 125.00000 15000.00| 90.00000 10800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0033 724-03276 23.400 m | 119.62000 2799.11| 250.00000 5850.00| 120.00000 2808.00 EXPANSION JOINT SEALING SYSTEM | | | 0034 801-06199 4.000 EACH| 501.36000 2005.44| 575.00000 2300.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0035 801-06605 6.000 EACH| 61.28000 367.68| 60.00000 360.00| 100.00000 600.00 BARRICADE, IIIA | | | 0036 801-06606 4.000 EACH| 66.85000 267.40| 65.00000 260.00| 100.00000 400.00 BARRICADE, IIIB | | | 0037 801-06625 16.000 EACH| 94.70000 1515.20| 100.00000 1600.00| 75.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 27.000 EACH| 55.71000 1504.17| 75.00000 2025.00| 75.00000 2025.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 4.000 EACH| 33.42000 133.68| 32.00000 128.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0040 801-06710 30.000 DAY | 14.48000 434.40| 13.60000 408.00| 20.00000 600.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 288,185.15 ROUTE : I-465 CALL ORDER : 330 CONTRACT ID : B -25556-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1212938 |(6) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-06713 198.000 m | 0.77000 152.46| 0.70000 138.60| 1.75000 346.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 183.000 m | 0.77000 140.91| 0.70000 128.10| 1.75000 320.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 722-60824 647.500 m2 | 8.47000 5484.33| 5.20000 3367.00| 8.50000 5503.75 SURFACE MILLING | | | SECTION TOTALS | $ 286,859.93| $ 294,452.22| $ 308,231.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,859.93| $ 294,452.22| $ 308,231.60 ====================================================================================================================================