INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : HOHMAN AVENUE CALL ORDER : 301 CONTRACT ID : B -25403-A COUNTIES : LAKE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N877013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 2,044,262.56 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,044,796.44 100.0261% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,122,287.98 103.8168% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,166,186.16 105.9641% 5 35-1106884 ELLAS CONSTRUCTION CO $ 2,194,722.63 107.3601% 6 36-2231526 WALSH CONSTR CO OF ILL $ 2,531,500.00 123.8343% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8546001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 265,868.31 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 339,485.79 127.6894% 3 35-1212938 ATLAS EXCAVATING, INC. $ 340,337.67 128.0098% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 407,581.90 153.3021% 5 36-2231526 WALSH CONSTR CO OF ILL $ 590,734.75 222.1907% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 618.19000 4945.52| 571.56000 4572.48| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6190.14000 6190.14| 5103.26000 5103.26| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13293.40000 13293.40| 16194.72000 16194.73| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7976.04000 7976.04| 6445.27000 6445.27| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 267.000 m | 8.40000 2242.80| 8.40000 2242.80| 9.50000 2536.50 GUARDRAIL, REMOVE | | | 0007 202-02277 193.000 m | 3.62000 698.66| 21.50000 4149.50| 16.00000 3088.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 26557.93000 26557.93| 42411.18000 42411.18| 39000.00000 39000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 180.000 m2 | 2.70000 486.00| 12.81000 2305.80| 11.00000 1980.00 SURFACE MILLING, ASPHALT | | | 0010 202-91385 6.000 EACH| 97.08000 582.48| 254.89000 1529.34| 425.00000 2550.00 INLET, REMOVE | | | 0011 203-90014 0.250 STA | 6275.44000 1568.86| 11110.20000 2777.55| 35000.00000 8750.00 LINEAR GRADING | | | 0012 205-02224 370.000 m | 6.46000 2390.20| 6.46000 2390.20| 6.00000 2220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 1.000 EACH| 60.00000 60.00| 60.00000 60.00| 175.00000 175.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 6.000 EACH| 35.00000 210.00| 35.00000 210.00| 175.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 114.300 m3 | 31.99000 3656.46| 34.51000 3944.49| 41.00000 4686.30 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 2.000 m3 | 110.00000 220.00| 140.20000 280.40| 225.00000 450.00 FLOWABLE MORTAR | | | 0017 303-52308 238.500 Mg | 18.31000 4366.94| 19.79000 4719.92| 19.50000 4650.75 COMPACTED AGGREGATE, O, 53 | | | 0018 305-05204 4.800 Mg | 150.00000 720.00| 150.00000 720.00| 220.00000 1056.00 HMA FOR PATCHING | | | 0019 402-05474 145.500 Mg | 55.00000 8002.50| 55.00000 8002.50| 57.00000 8293.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 105.400 Mg | 70.00000 7378.00| 70.00000 7378.00| 72.00000 7588.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 387.000 m2 | 1.00000 387.00| 1.00000 387.00| 1.10000 425.70 ASPHALT FOR PRIME COAT | | | 0022 406-05521 1958.000 m2 | 0.50000 979.00| 0.50000 979.00| 0.60000 1174.80 ASPHALT FOR TACK COAT | | | 0023 601-01128 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1050.00000 4200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0024 601-01626 2.000 EACH| 1765.00000 3530.00| 1765.00000 3530.00| 1900.00000 3800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-06037 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 625.00000 1250.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 4.000 EACH| 2215.00000 8860.00| 2125.00000 8500.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 160.020 m | 29.10000 4656.58| 29.10000 4656.58| 31.00000 4960.62 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 14.000 EACH| 5.00000 70.00| 10.00000 140.00| 7.70000 107.80 BARRIER DELINEATOR | | | 0029 605-06105 16.000 m | 38.53000 616.48| 78.30000 1252.80| 53.00000 848.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0030 605-06140 177.000 m | 35.32000 6251.64| 60.45000 10699.65| 50.00000 8850.00 CURB AND GUTTER, CONCRETE | | | 0031 610-06257 154.000 m2 | 46.88000 7219.52| 51.10000 7869.40| 52.00000 8008.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-51367 83.000 m2 | 27.61000 2291.63| 64.31000 5337.73| 34.00000 2822.00 SLOPEWALL, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 619-05926 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL | | | 0034 619-51859 LUMP| 10000.00000 10000.00| 6500.00000 6500.00| 9000.00000 9000.00 PAINT STEEL BRIDGE | | | 0035 619-61000 LUMP| 20000.00000 20000.00| 14500.00000 14500.00| 25000.00000 25000.00 CLEAN STEEL BRIDGE | | | 0036 621-01004 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 1.000 kg | 55.00000 55.00| 55.00000 55.00| 125.00000 125.00 SEED MIXTURE, CV | | | 0038 621-06559 900.000 m2 | 0.98000 882.00| 0.98000 882.00| 1.10000 990.00 MULCHED SEEDING, R | | | 0039 703-51030 1976.000 kg | 1.03000 2035.28| 0.97000 1916.72| 1.45000 2865.20 REINFORCING STEEL | | | 0040 703-51032 13490.000 kg | 1.11000 14973.90| 1.16000 15648.40| 1.45000 19560.50 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 76.000 m3 | 450.76000 34257.76| 751.30000 57098.80| 480.00000 36480.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05733 4.000 EACH| 976.50000 3906.00| 1500.00000 6000.00| 980.00000 3920.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0043 706-51020 18.000 m3 | 257.19000 4629.42| 520.00000 9360.00| 525.00000 9450.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 1481.25000 1481.25| 3000.00000 3000.00| 4500.00000 4500.00 SURFACE SEAL | | | 0045 711-51877 LUMP| 1502.95000 1502.95| 3005.00000 3005.00| 6000.00000 6000.00 JACKING AND SUPPORTING BEAMS | | | 0046 711-96800 1824.000 EACH| 2.00000 3648.00| 2.25000 4104.00| 1.90000 3465.60 STUD SHEAR CONNECTOR | | | 0047 715-05121 31.000 m | 79.12000 2452.72| 192.59000 5970.29| 170.00000 5270.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0048 715-05149 47.900 m | 81.36000 3897.14| 68.52000 3282.11| 160.00000 7664.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0049 715-46000 3.000 EACH| 132.96000 398.88| 677.68000 2033.04| 205.00000 615.00 PIPE END SECTION, 300 mm | | | 0050 715-46010 2.000 EACH| 169.98000 339.96| 728.69000 1457.38| 220.00000 440.00 PIPE END SECTION, 450 mm | | | 0051 720-45045 3.000 EACH| 979.82000 2939.46| 2131.05000 6393.15| 950.00000 2850.00 INLET, J10 | | | 0052 720-45055 3.000 EACH| 979.82000 2939.46| 2131.05000 6393.15| 950.00000 2850.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 726-92406 12.000 EACH| 423.14000 5077.68| 510.00000 6120.00| 630.00000 7560.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0054 801-04308 8.000 EACH| 125.00000 1000.00| 125.00000 1000.00| 135.00000 1080.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 12.000 EACH| 80.00000 960.00| 80.00000 960.00| 90.00000 1080.00 BARRICADE, IIIA | | | 0056 801-06606 16.000 EACH| 85.00000 1360.00| 85.00000 1360.00| 95.00000 1520.00 BARRICADE, IIIB | | | 0057 801-06625 42.000 EACH| 69.00000 2898.00| 69.00000 2898.00| 80.00000 3360.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 26.000 EACH| 69.00000 1794.00| 69.00000 1794.00| 80.00000 2080.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 500.00000 500.00| 1278.22000 1278.22| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0060 808-06703 314.000 m | 1.35000 423.90| 1.35000 423.90| 1.20000 376.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0061 808-75051 108.000 m | 4.70000 507.60| 4.70000 507.60| 5.20000 561.60 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0062 808-75054 108.000 m | 4.70000 507.60| 4.70000 507.60| 5.20000 561.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0063 808-75067 7.000 m | 28.19000 197.33| 28.19000 197.33| 31.00000 217.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0064 808-75245 268.000 m | 1.35000 361.80| 1.35000 361.80| 1.20000 321.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 203-02000 150.000 m3 | 5.96000 894.00| 13.55000 2032.50| 17.00000 2550.00 EXCAVATION, COMMON | | | 0066 202-02240 96.000 m2 | 9.03000 866.88| 27.82000 2670.72| 20.00000 1920.00 PAVEMENT, REMOVE | | | 0067 202-51133 86.000 m | 3.46000 297.56| 11.75000 1010.50| 12.00000 1032.00 RAILING, REMOVE | | | SECTION TOTALS | $ 265,868.31| $ 339,485.79| $ 340,337.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,868.31| $ 339,485.79| $ 340,337.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1500.00000 12000.00| 2048.75000 16390.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 29500.00000 29500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 17700.00000 17700.00| CLEARING RIGHT OF WAY | | | 0006 202-02241 267.000 m | 8.40000 2242.80| 8.40000 2242.80| GUARDRAIL, REMOVE | | | 0007 202-02277 193.000 m | 20.00000 3860.00| 21.21000 4093.53| GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 101798.62000 101798.62| 164090.00000 164090.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 180.000 m2 | 13.00000 2340.00| 9.80000 1764.00| SURFACE MILLING, ASPHALT | | | 0010 202-91385 6.000 EACH| 350.00000 2100.00| 131.06000 786.36| INLET, REMOVE | | | 0011 203-90014 0.250 STA | 20000.00000 5000.00| 10000.00000 2500.00| LINEAR GRADING | | | 0012 205-02224 370.000 m | 6.46000 2390.20| 6.46000 2390.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 1.000 EACH| 60.00000 60.00| 60.00000 60.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02237 6.000 EACH| 35.00000 210.00| 35.00000 210.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 114.300 m3 | 40.00000 4572.00| 18.72000 2139.70| B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 2.000 m3 | 250.00000 500.00| 203.17000 406.34| FLOWABLE MORTAR | | | 0017 303-52308 238.500 Mg | 30.00000 7155.00| 29.28000 6983.28| COMPACTED AGGREGATE, O, 53 | | | 0018 305-05204 4.800 Mg | 125.00000 600.00| 150.00000 720.00| HMA FOR PATCHING | | | 0019 402-05474 145.500 Mg | 55.00000 8002.50| 55.00000 8002.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 105.400 Mg | 67.50000 7114.50| 70.00000 7378.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 387.000 m2 | 1.45000 561.15| 1.00000 387.00| ASPHALT FOR PRIME COAT | | | 0022 406-05521 1958.000 m2 | 0.33000 646.14| 0.50000 979.00| ASPHALT FOR TACK COAT | | | 0023 601-01128 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| GUARDRAIL TRANSITION TYPE WGB | | | 0024 601-01626 2.000 EACH| 1765.00000 3530.00| 1765.00000 3530.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-06037 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| GUARDRAIL END TREATMENT, I | | | 0026 601-94689 4.000 EACH| 2215.00000 8860.00| 2215.00000 8860.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 160.020 m | 29.10000 4656.58| 29.10000 4656.58| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 14.000 EACH| 10.00000 140.00| 5.00000 70.00| BARRIER DELINEATOR | | | 0029 605-06105 16.000 m | 50.00000 800.00| 130.65000 2090.40| CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0030 605-06140 177.000 m | 40.00000 7080.00| 86.04000 15229.08| CURB AND GUTTER, CONCRETE | | | 0031 610-06257 154.000 m2 | 50.00000 7700.00| 50.84000 7829.36| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-51367 83.000 m2 | 50.00000 4150.00| 68.63000 5696.29| SLOPEWALL, CONCRETE, 100 mm | | | 0033 619-05926 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| ENVIRONMENTAL CONTROL | | | 0034 619-51859 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| PAINT STEEL BRIDGE | | | 0035 619-61000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| CLEAN STEEL BRIDGE | | | 0036 621-01004 1.000 EACH| 475.00000 475.00| 475.00000 475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 1.000 kg | 55.00000 55.00| 55.00000 55.00| SEED MIXTURE, CV | | | 0038 621-06559 900.000 m2 | 0.98000 882.00| 0.98000 882.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 1976.000 kg | 1.65000 3260.40| 1.23000 2430.48| REINFORCING STEEL | | | 0040 703-51032 13490.000 kg | 1.70000 22933.00| 1.53000 20639.70| REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 76.000 m3 | 500.00000 38000.00| 1200.00000 91200.00| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05733 4.000 EACH| 1200.00000 4800.00| 2400.65000 9602.60| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0043 706-51020 18.000 m3 | 600.00000 10800.00| 1140.56000 20530.08| CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 3000.00000 3000.00| 2087.00000 2087.00| SURFACE SEAL | | | 0045 711-51877 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| JACKING AND SUPPORTING BEAMS | | | 0046 711-96800 1824.000 EACH| 2.00000 3648.00| 2.50000 4560.00| STUD SHEAR CONNECTOR | | | 0047 715-05121 31.000 m | 100.00000 3100.00| 81.13000 2515.03| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0048 715-05149 47.900 m | 85.00000 4071.50| 83.51000 4000.13| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0049 715-46000 3.000 EACH| 400.00000 1200.00| 168.66000 505.98| PIPE END SECTION, 300 mm | | | 0050 715-46010 2.000 EACH| 450.00000 900.00| 201.66000 403.32| PIPE END SECTION, 450 mm | | | 0051 720-45045 3.000 EACH| 1500.00000 4500.00| 1891.59000 5674.77| INLET, J10 | | | 0052 720-45055 3.000 EACH| 1500.00000 4500.00| 2011.59000 6034.77| INLET, M10 | | | 0053 726-92406 12.000 EACH| 350.00000 4200.00| 526.87000 6322.44| BEARING ASSEMBLY, ELASTOMERIC | | | 0054 801-04308 8.000 EACH| 105.00000 840.00| 125.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 12.000 EACH| 61.00000 732.00| 80.00000 960.00| BARRICADE, IIIA | | | 0056 801-06606 16.000 EACH| 76.00000 1216.00| 85.00000 1360.00| BARRICADE, IIIB | | | 0057 801-06625 42.000 EACH| 59.00000 2478.00| 69.00000 2898.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 26.000 EACH| 67.00000 1742.00| 69.00000 1794.00| CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 403,043.09 ROUTE : FAIL ROAD CALL ORDER : 311 CONTRACT ID : B -25500-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06703 314.000 m | 1.13000 354.82| 1.35000 423.90| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0061 808-75051 108.000 m | 4.85000 523.80| 4.70000 507.60| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0062 808-75054 108.000 m | 4.85000 523.80| 4.70000 507.60| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0063 808-75067 7.000 m | 27.75000 194.25| 28.19000 197.33| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0064 808-75245 268.000 m | 1.13000 302.84| 1.35000 361.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 203-02000 150.000 m3 | 30.00000 4500.00| 14.73000 2209.50| EXCAVATION, COMMON | | | 0066 202-02240 96.000 m2 | 20.00000 1920.00| 28.74000 2759.04| PAVEMENT, REMOVE | | | 0067 202-51133 86.000 m | 10.00000 860.00| 13.41000 1153.26| RAILING, REMOVE | | | SECTION TOTALS | $ 407,581.90| $ 590,734.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,581.90| $ 590,734.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,343.57 ROUTE : US 6 CALL ORDER : 315 CONTRACT ID : B -25504-B COUNTIES : PORTER LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2122014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 446,090.78 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 461,761.44 103.5128% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 462,129.46 103.5953% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1766.75000 8833.75| 1200.00000 6000.00| 2000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1939.16000 1939.16| 3500.00000 3500.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22304.50000 22304.50| 24000.00000 24000.00| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5070.76000 5070.76| 6000.00000 6000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 m2 | 20.78000 4052.10| 26.00000 5070.00| 30.00000 5850.00 PAVEMENT, REMOVE | | | 0006 202-02241 191.000 m | 16.00000 3056.00| 17.00000 3247.00| 16.00000 3056.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 20478.80000 20478.80| 41000.00000 41000.00| 75333.46000 75333.46 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 202.000 m2 | 6.69000 1351.38| 12.00000 2424.00| 12.00000 2424.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 330.000 m2 | 14.94000 4930.20| 8.50000 2805.00| 8.00000 2640.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-62420 52.000 m | 3.16000 164.32| 11.50000 598.00| 25.00000 1300.00 BRIDGE RAILING, REMOVE | | | 0011 202-93741 2.000 EACH| 100.00000 200.00| 115.00000 230.00| 100.00000 200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96133 5.000 m | 40.48000 202.40| 32.00000 160.00| 50.00000 250.00 PIPE, REMOVE | | | 0013 203-02000 1202.000 m3 | 9.82000 11803.64| 24.00000 28848.00| 15.00000 18030.00 EXCAVATION, COMMON | | | 0014 205-02224 1104.000 m | 5.42000 5983.68| 6.30000 6955.20| 5.42000 5983.68 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,343.57 ROUTE : US 6 CALL ORDER : 315 CONTRACT ID : B -25504-B COUNTIES : PORTER LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 1.800 m3 | 64.33000 115.79| 250.00000 450.00| 60.00000 108.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 161.000 Mg | 22.12000 3561.32| 27.00000 4347.00| 35.00000 5635.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05477 25.000 Mg | 64.00000 1600.00| 65.50000 1637.50| 88.00000 2200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 1260.000 Mg | 34.00000 42840.00| 35.50000 44730.00| 39.00000 49140.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 580.000 Mg | 39.00000 22620.00| 40.50000 23490.00| 41.00000 23780.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 265.000 Mg | 65.00000 17225.00| 66.50000 17622.50| 54.00000 14310.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 402-05495 10.000 Mg | 70.00000 700.00| 71.50000 715.00| 100.00000 1000.00 HMA WEDGE AND LEVEL | | | 0022 406-05520 2.100 Mg | 500.00000 1050.00| 525.00000 1102.50| 1555.00000 3265.50 ASPHALT FOR TACK COAT | | | 0023 501-05310 27.000 m | 237.66000 6416.82| 330.00000 8910.00| 340.00000 9180.00 TERMINAL JOINT | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01701 2.000 EACH| 1600.00000 3200.00| 1800.00000 3600.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-04746 2.000 EACH| 6600.00000 13200.00| 5200.00000 10400.00| 6600.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-94689 2.000 EACH| 2200.00000 4400.00| 2400.00000 4800.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 800.00000 800.00| 880.00000 880.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 238.125 m | 30.00000 7143.75| 31.50000 7500.94| 30.00000 7143.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 601-99132 2.000 EACH| 100.00000 200.00| 115.00000 230.00| 100.00000 200.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0031 602-06639 40.000 m | 58.77000 2350.80| 95.00000 3800.00| 70.00000 2800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 284.000 m | 54.74000 15546.16| 90.00000 25560.00| 64.00000 18176.00 TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 4.000 EACH| 4.95000 19.80| 11.00000 44.00| 8.00000 32.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 315 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,343.57 ROUTE : US 6 CALL ORDER : 315 CONTRACT ID : B -25504-B COUNTIES : PORTER LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 610-05527 19.000 Mg | 91.00000 1729.00| 95.00000 1805.00| 97.00000 1843.00 HMA FOR APPROACHES | | | 0035 610-06259 358.000 m2 | 48.27000 17280.66| 68.00000 24344.00| 55.00000 19690.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 616-02320 146.000 m2 | 3.89000 567.94| 6.00000 876.00| 4.00000 584.00 GEOTEXTILES | | | 0037 616-06405 95.000 Mg | 58.29000 5537.55| 31.00000 2945.00| 30.00000 2850.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 700.00000 700.00| 730.00000 730.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 1200.000 m2 | 0.67000 804.00| 0.80000 960.00| 0.67000 804.00 MULCHED SEEDING, R | | | 0040 702-04433 13.000 EACH| 53.21000 691.73| 100.00000 1300.00| 55.00000 715.00 FLOOR DRAIN, PVC, 150 mm | | | 0041 702-51863 324.000 EACH| 14.61000 4733.64| 8.50000 2754.00| 8.00000 2592.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 4858.000 kg | 1.61000 7821.38| 1.70000 8258.60| 1.50000 7287.00 REINFORCING STEEL | | | 0043 703-51032 4829.000 kg | 1.88000 9078.52| 1.85000 8933.65| 1.60000 7726.40 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 98.000 EACH| 13.38000 1311.24| 19.00000 1862.00| 14.00000 1372.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 21.500 m3 | 1861.52000 40022.68| 575.00000 12362.50| 1200.00000 25800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1493.11000 5972.44| 1250.00000 5000.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 8.300 m3 | 682.13000 5661.68| 825.00000 6847.50| 650.00000 5395.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 3720.00000 3720.00 SURFACE SEAL | | | 0049 715-05407 5.000 m | 31.16000 155.80| 90.00000 450.00| 25.00000 125.00 PIPE, END BENT DRAIN, 150 mm | | | 0050 718-52610 15.000 m3 | 47.81000 717.15| 90.00000 1350.00| 50.00000 750.00 AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 50.000 m2 | 5.01000 250.50| 4.00000 200.00| 7.00000 350.00 GEOTEXTILES FOR UNDERDRAIN | | | 0052 722-51842 345.000 m2 | 108.82000 37542.90| 75.00000 25875.00| 45.00000 15525.00 BRIDGE DECK OVERLAY | | | 0053 722-51846 2.250 m3 | 395.00000 888.75| 395.00000 888.75| 395.00000 888.75 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 315 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,343.57 ROUTE : US 6 CALL ORDER : 315 CONTRACT ID : B -25504-B COUNTIES : PORTER LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 722-51852 20.000 m2 | 157.43000 3148.60| 120.00000 2400.00| 150.00000 3000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0055 801-01093 4.000 EACH| 635.00000 2540.00| 650.00000 2600.00| 250.00000 1000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0056 801-03290 6.000 EACH| 118.00000 708.00| 130.00000 780.00| 125.00000 750.00 CONSTRUCTION SIGN, C | | | 0057 801-06207 6928.000 m | 2.61000 18082.08| 2.60000 18012.80| 2.46000 17042.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06606 3.000 EACH| 68.00000 204.00| 80.00000 240.00| 115.00000 345.00 BARRICADE, IIIB | | | 0059 801-06640 10.000 EACH| 74.00000 740.00| 95.00000 950.00| 91.00000 910.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 26.00000 52.00| 29.00000 58.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 25790.79000 25790.79| 17000.00000 17000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0062 801-97643 260.000 m | 11.95000 3107.00| 13.00000 3380.00| 11.40000 2964.00 TEMPORARY BUZZ STRIPS | | | 0063 808-06703 1072.000 m | 1.13000 1211.36| 1.25000 1340.00| 1.05000 1125.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-06716 2368.000 m | 1.31000 3102.08| 1.30000 3078.40| 0.98000 2320.64 LINE, REMOVE | | | 0065 808-75051 109.000 m | 4.79000 522.11| 5.20000 566.80| 3.40000 370.60 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0066 808-75054 109.000 m | 4.79000 522.11| 5.20000 566.80| 3.40000 370.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0067 808-75245 1072.000 m | 1.13000 1211.36| 1.25000 1340.00| 1.05000 1125.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75996 10.000 EACH| 12.16000 121.60| 35.00000 350.00| 10.00000 100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 10.000 EACH| 90.00000 900.00| 100.00000 1000.00| 45.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 446,090.78| $ 461,761.44| $ 462,129.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,090.78| $ 461,761.44| $ 462,129.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/17/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 994100A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 859,460.00 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 892,990.12 103.9013% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 898,237.92 104.5118% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 961,134.87 111.8300% 5 35-1212938 ATLAS EXCAVATING, INC. $ 982,334.11 114.2966% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 997,421.00 116.0520% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 998,378.00 116.1634% 8 35-1609544 SCHUTT-LOOKABILL CO $ 1,018,294.45 118.4807% 9 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,216,029.51 141.4876% 10 35-0918397 RIETH RILEY CONSTRUCTION $ 1,359,575.60 158.1895% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, 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 105-06790 10.000 MOS | 1360.00000 13600.00| 1250.00000 12500.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5400.00000 5400.00| 3500.00000 3500.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42960.00000 42960.00| 45000.00000 45000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 177.000 m2 | 20.00000 3540.00| 25.00000 4425.00| 15.00000 2655.00 PAVEMENT, REMOVE | | | 0005 202-02241 467.000 m | 6.00000 2802.00| 5.00000 2335.00| 5.80000 2708.60 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 78100.00000 78100.00| 160000.00000 160000.00| 94000.00000 94000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 395.000 m2 | 9.80000 3871.00| 10.00000 3950.00| 6.00000 2370.00 SURFACE MILLING, ASPHALT | | | 0008 203-02010 1.000 m3 | 1500.00000 1500.00| 2000.00000 2000.00| 265.00000 265.00 EXCAVATION, ROCK | | | 0009 203-02070 100.000 m3 | 26.00000 2600.00| 20.00000 2000.00| 30.00000 3000.00 BORROW | | | 0010 203-02080 0.532 km | 9000.00000 4788.00| 5000.00000 2660.00| 20000.00000 10640.00 LINEAR GRADING | | | 0011 206-51230 140.000 m3 | 30.00000 4200.00| 10.00000 1400.00| 100.00000 14000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-06467 140.000 m3 | 49.00000 6860.00| 30.00000 4200.00| 75.00000 10500.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 76.000 Mg | 35.00000 2660.00| 20.00000 1520.00| 30.00000 2280.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 473.000 m2 | 0.10000 47.30| 0.06000 28.38| 0.10000 47.30 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1200.00000 4800.00| 1292.50000 5170.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 3.000 EACH| 5900.00000 17700.00| 6435.00000 19305.00| 5850.00000 17550.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2175.00000 8700.00| 2321.00000 9284.00| 2110.00000 8440.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 449.580 m | 31.00000 13936.98| 33.00000 14836.14| 30.00000 13487.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 281.000 m | 85.00000 23885.00| 50.00000 14050.00| 70.00000 19670.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 86.000 m | 55.00000 4730.00| 50.00000 4300.00| 65.00000 5590.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 26.000 EACH| 7.25000 188.50| 7.00000 182.00| 7.00000 182.00 BARRIER DELINEATOR | | | 0022 610-05527 620.000 Mg | 55.00000 34100.00| 60.00000 37200.00| 55.00000 34100.00 HMA FOR APPROACHES | | | 0023 610-06257 204.000 m2 | 41.00000 8364.00| 85.00000 17340.00| 70.00000 14280.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 340.000 m2 | 8.25000 2805.00| 4.00000 1360.00| 3.00000 1020.00 GEOTEXTILES | | | 0025 616-06405 80.000 Mg | 60.00000 4800.00| 25.00000 2000.00| 32.00000 2560.00 RIPRAP, REVETMENT | | | 0026 619-04414 6.000 EACH| 110.00000 660.00| 100.00000 600.00| 200.00000 1200.00 DRAIN EXTENSION | | | 0027 621-01004 2.000 EACH| 115.00000 230.00| 125.00000 250.00| 110.00000 220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 0.90000 900.00| 1.00000 1000.00| 0.84000 840.00 MULCHED SEEDING, R | | | 0029 702-51005 126.700 m3 | 590.00000 74753.00| 500.00000 63350.00| 400.00000 50680.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 522.600 kg | 9.00000 4703.40| 6.00000 3135.60| 5.50000 2874.30 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 464.000 EACH| 8.00000 3712.00| 8.00000 3712.00| 6.00000 2784.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-90915 2.000 m3 | 2000.00000 4000.00| 1500.00000 3000.00| 800.00000 1600.00 CONCRETE, A | | | 0033 703-51030 2750.000 kg | 1.10000 3025.00| 1.25000 3437.50| 1.25000 3437.50 REINFORCING STEEL | | | 0034 703-51032 60504.000 kg | 1.25000 75630.00| 1.35000 81680.40| 1.40000 84705.60 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 1038.000 EACH| 15.00000 15570.00| 10.00000 10380.00| 12.00000 12456.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 274.900 m3 | 590.00000 162191.00| 500.00000 137450.00| 600.00000 164940.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 32.200 m3 | 380.00000 12236.00| 600.00000 19320.00| 500.00000 16100.00 CONCRETE, C, RAILING | | | 0039 707-05985 402.400 m | 380.00000 152912.00| 372.76000 149998.62| 455.00000 183092.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0040 709-51821 LUMP| 6300.00000 6300.00| 8000.00000 8000.00| 7680.00000 7680.00 SURFACE SEAL | | | 0041 715-05407 38.000 m | 52.00000 1976.00| 15.00000 570.00| 35.00000 1330.00 PIPE, END BENT DRAIN, 150 mm | | | 0042 724-51925 32.900 m | 250.00000 8225.00| 250.00000 8225.00| 300.00000 9870.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-06203 444.000 m | 1.30000 577.20| 1.21000 537.24| 1.10000 488.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 3058.000 m | 3.20000 9785.60| 3.42000 10458.36| 3.11000 9510.38 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 20.000 EACH| 130.00000 2600.00| 100.00000 2000.00| 90.00000 1800.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 52.00000 104.00| 38.50000 77.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 14326.22000 14326.22| 7500.00000 7500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0048 808-06701 54.000 m | 1.30000 70.20| 1.10000 59.40| 1.00000 54.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0049 808-06703 808.000 m | 1.30000 1050.40| 1.09000 880.72| 0.98000 791.84 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1081.000 m | 1.60000 1729.60| 1.80000 1945.80| 1.64000 1772.84 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75245 812.000 m | 1.30000 1055.60| 1.08000 876.96| 0.98000 795.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 859,460.00| $ 892,990.12| $ 898,237.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,460.00| $ 892,990.12| $ 898,237.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1212938 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |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 10.000 MOS | 1200.00000 12000.00| 1200.00000 12000.00| 1600.00000 16000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 6500.00000 6500.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48000.00000 48000.00| 51000.00000 51000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 177.000 m2 | 15.00000 2655.00| 20.00000 3540.00| 18.00000 3186.00 PAVEMENT, REMOVE | | | 0005 202-02241 467.000 m | 6.00000 2802.00| 6.40000 2988.80| 10.00000 4670.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 85000.00000 85000.00| 130000.00000 130000.00| 180432.10000 180432.10 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 395.000 m2 | 9.00000 3555.00| 7.00000 2765.00| 10.00000 3950.00 SURFACE MILLING, ASPHALT | | | 0008 203-02010 1.000 m3 | 2000.00000 2000.00| 3000.00000 3000.00| 400.00000 400.00 EXCAVATION, ROCK | | | 0009 203-02070 100.000 m3 | 30.00000 3000.00| 16.50000 1650.00| 22.00000 2200.00 BORROW | | | 0010 203-02080 0.532 km | 12000.00000 6384.00| 12500.00000 6650.00| 10000.00000 5320.00 LINEAR GRADING | | | 0011 206-51230 140.000 m3 | 20.00000 2800.00| 25.00000 3500.00| 12.00000 1680.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 140.000 m3 | 45.00000 6300.00| 60.00000 8400.00| 48.00000 6720.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 76.000 Mg | 40.00000 3040.00| 32.00000 2432.00| 28.00000 2128.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 473.000 m2 | 0.10000 47.30| 0.15000 70.95| 0.60000 283.80 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 3.000 EACH| 5000.00000 15000.00| 5000.00000 15000.00| 7500.00000 22500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2200.00000 8800.00| 2300.00000 9200.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 449.580 m | 31.50000 14161.77| 32.00000 14386.56| 30.00000 13487.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 281.000 m | 100.00000 28100.00| 105.00000 29505.00| 47.00000 13207.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 86.000 m | 80.00000 6880.00| 76.00000 6536.00| 51.00000 4386.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1212938 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06729 26.000 EACH| 7.50000 195.00| 7.25000 188.50| 10.00000 260.00 BARRIER DELINEATOR | | | 0022 610-05527 620.000 Mg | 55.00000 34100.00| 64.00000 39680.00| 66.00000 40920.00 HMA FOR APPROACHES | | | 0023 610-06257 204.000 m2 | 65.00000 13260.00| 53.00000 10812.00| 62.00000 12648.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 340.000 m2 | 3.00000 1020.00| 4.50000 1530.00| 2.00000 680.00 GEOTEXTILES | | | 0025 616-06405 80.000 Mg | 30.00000 2400.00| 29.00000 2320.00| 40.00000 3200.00 RIPRAP, REVETMENT | | | 0026 619-04414 6.000 EACH| 175.00000 1050.00| 125.00000 750.00| 200.00000 1200.00 DRAIN EXTENSION | | | 0027 621-01004 2.000 EACH| 120.00000 240.00| 130.00000 260.00| 120.00000 240.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 0.90000 900.00| 1.00000 1000.00| 1.00000 1000.00 MULCHED SEEDING, R | | | 0029 702-51005 126.700 m3 | 600.00000 76020.00| 450.00000 57015.00| 700.00000 88690.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 522.600 kg | 7.00000 3658.20| 4.00000 2090.40| 6.00000 3135.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 464.000 EACH| 10.00000 4640.00| 9.50000 4408.00| 9.00000 4176.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-90915 2.000 m3 | 2000.00000 4000.00| 1500.00000 3000.00| 800.00000 1600.00 CONCRETE, A | | | 0033 703-51030 2750.000 kg | 1.25000 3437.50| 1.25000 3437.50| 1.07000 2942.50 REINFORCING STEEL | | | 0034 703-51032 60504.000 kg | 1.40000 84705.60| 1.35000 81680.40| 1.25000 75630.00 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 1038.000 EACH| 12.00000 12456.00| 15.00000 15570.00| 11.00000 11418.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 274.900 m3 | 550.00000 151195.00| 470.00000 129203.00| 630.00000 173187.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 32.200 m3 | 550.00000 17710.00| 530.00000 17066.00| 560.00000 18032.00 CONCRETE, C, RAILING | | | 0039 707-05985 402.400 m | 510.00000 205224.00| 585.00000 235404.00| 346.00000 139230.40 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1212938 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 7250.00000 7250.00| 9000.00000 9000.00| 7600.00000 7600.00 SURFACE SEAL | | | 0041 715-05407 38.000 m | 50.00000 1900.00| 46.00000 1748.00| 18.00000 684.00 PIPE, END BENT DRAIN, 150 mm | | | 0042 724-51925 32.900 m | 450.00000 14805.00| 275.00000 9047.50| 360.00000 11844.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-06203 444.000 m | 1.15000 510.60| 1.20000 532.80| 1.20000 532.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 3058.000 m | 3.25000 9938.50| 3.30000 10091.40| 3.40000 10397.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 20.000 EACH| 110.00000 2200.00| 110.00000 2200.00| 98.00000 1960.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 38.00000 76.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 35000.00000 35000.00| 22000.00000 22000.00| 25500.00000 25500.00 MAINTAINING TRAFFIC | | | 0048 808-06701 54.000 m | 1.05000 56.70| 1.10000 59.40| 1.10000 59.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0049 808-06703 808.000 m | 1.00000 808.00| 1.10000 888.80| 1.10000 888.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1081.000 m | 1.70000 1837.70| 1.90000 2053.90| 1.80000 1945.80 LINE, REMOVE | | | 0051 808-75245 812.000 m | 1.00000 812.00| 1.10000 893.20| 1.10000 893.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 961,134.87| $ 982,334.11| $ 997,421.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 961,134.87| $ 982,334.11| $ 997,421.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1609544 |(9) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1250.00000 12500.00| 1500.00000 15000.00| 1174.26800 11742.68 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6750.00000 6750.00| 7245.00000 7245.00| 6886.98000 6886.98 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49500.00000 49500.00| 50900.00000 50900.00| 60801.48000 60801.48 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 177.000 m2 | 12.50000 2212.50| 18.00000 3186.00| 25.44010 4502.90 PAVEMENT, REMOVE | | | 0005 202-02241 467.000 m | 10.00000 4670.00| 6.67000 3114.89| 6.45570 3014.81 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 220000.00000 220000.00| 203700.00000 203700.00| 343043.20000 343043.20 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 395.000 m2 | 7.50000 2962.50| 7.90000 3120.50| 7.68040 3033.76 SURFACE MILLING, ASPHALT | | | 0008 203-02010 1.000 m3 | 2000.00000 2000.00| 500.00000 500.00| 2239.82960 2239.83 EXCAVATION, ROCK | | | 0009 203-02070 100.000 m3 | 15.00000 1500.00| 20.00000 2000.00| 27.19800 2719.80 BORROW | | | 0010 203-02080 0.532 km | 15000.00000 7980.00| 9842.00000 5235.94| 26982.03090 14354.44 LINEAR GRADING | | | 0011 206-51230 140.000 m3 | 20.00000 2800.00| 15.00000 2100.00| 152.89950 21405.93 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 140.000 m3 | 29.50000 4130.00| 40.00000 5600.00| 108.12180 15137.05 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 76.000 Mg | 24.00000 1824.00| 40.00000 3040.00| 25.61820 1946.98 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 473.000 m2 | 0.10000 47.30| 0.11000 52.03| 0.13070 61.82 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1250.00000 5000.00| 1363.00000 5452.00| 1284.47700 5137.91 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 3.000 EACH| 6000.00000 18000.00| 6786.00000 20358.00| 6449.71430 19349.14 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2250.00000 9000.00| 2448.00000 9792.00| 2306.59270 9226.37 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 449.580 m | 30.00000 13487.40| 34.80000 15645.38| 33.17520 14914.91 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 281.000 m | 68.00000 19108.00| 113.33000 31845.73| 69.16520 19435.42 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 86.000 m | 65.00000 5590.00| 55.77000 4796.22| 80.14740 6892.68 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1609544 |(9) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06729 26.000 EACH| 8.00000 208.00| 8.00000 208.00| 7.65220 198.96 BARRIER DELINEATOR | | | 0022 610-05527 620.000 Mg | 52.00000 32240.00| 70.72000 43846.40| 57.84010 35860.86 HMA FOR APPROACHES | | | 0023 610-06257 204.000 m2 | 57.50000 11730.00| 70.00000 14280.00| 60.39470 12320.52 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 340.000 m2 | 3.00000 1020.00| 2.25000 765.00| 2.92590 994.81 GEOTEXTILES | | | 0025 616-06405 80.000 Mg | 24.00000 1920.00| 50.00000 4000.00| 52.84840 4227.87 RIPRAP, REVETMENT | | | 0026 619-04414 6.000 EACH| 140.00000 840.00| 50.00000 300.00| 42.81190 256.87 DRAIN EXTENSION | | | 0027 621-01004 2.000 EACH| 200.00000 400.00| 128.00000 256.00| 120.24890 240.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 1.00000 1000.00| 0.97000 970.00| 0.92830 928.30 MULCHED SEEDING, R | | | 0029 702-51005 126.700 m3 | 485.00000 61449.50| 624.67000 79145.69| 633.72550 80293.02 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 522.600 kg | 6.50000 3396.90| 4.27000 2231.50| 6.60690 3452.77 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 464.000 EACH| 12.00000 5568.00| 6.00000 2784.00| 7.33920 3405.39 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-90915 2.000 m3 | 1500.00000 3000.00| 2000.00000 4000.00| 7460.88280 14921.77 CONCRETE, A | | | 0033 703-51030 2750.000 kg | 1.35000 3712.50| 1.00000 2750.00| 1.29440 3559.60 REINFORCING STEEL | | | 0034 703-51032 60504.000 kg | 1.40000 84705.60| 1.26000 76235.04| 1.51010 91367.09 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 1038.000 EACH| 8.50000 8823.00| 11.16000 11584.08| 11.00880 11427.13 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 274.900 m3 | 475.00000 130577.50| 605.88000 166556.41| 588.87050 161880.50 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1250.00000 5000.00| 1400.00000 5600.00| 1311.80630 5247.23 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 32.200 m3 | 500.00000 16100.00| 465.00000 14973.00| 576.21550 18554.14 CONCRETE, C, RAILING | | | 0039 707-05985 402.400 m | 460.00000 185104.00| 344.00000 138425.60| 372.84710 150033.67 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1609544 |(9) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 7500.00000 7500.00| 8010.00000 8010.00| 7652.20000 7652.20 SURFACE SEAL | | | 0041 715-05407 38.000 m | 10.00000 380.00| 20.00000 760.00| 40.13110 1524.98 PIPE, END BENT DRAIN, 150 mm | | | 0042 724-51925 32.900 m | 300.00000 9870.00| 330.00000 10857.00| 292.95700 9638.29 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-06203 444.000 m | 1.40000 621.60| 1.28000 568.32| 1.25520 557.31 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 3058.000 m | 3.25000 9938.50| 3.61000 11039.38| 3.40720 10419.22 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 20.000 EACH| 120.00000 2400.00| 104.00000 2080.00| 98.38550 1967.71 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 35.00000 70.00| 41.00000 82.00| 60.12450 120.25 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 17500.00000 17500.00| 19340.00000 19340.00| 15289.95000 15289.95 MAINTAINING TRAFFIC | | | 0048 808-06701 54.000 m | 1.50000 81.00| 1.16000 62.64| 1.14760 61.97 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0049 808-06703 808.000 m | 1.10000 888.80| 1.14000 921.12| 1.11190 898.42 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1081.000 m | 2.20000 2378.20| 1.90000 2053.90| 1.82910 1977.26 LINE, REMOVE | | | 0051 808-75245 812.000 m | 1.10000 893.20| 1.14000 925.68| 1.11190 902.86 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 998,378.00| $ 1,018,294.45| $ 1,216,029.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 998,378.00| $ 1,018,294.45| $ 1,216,029.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR 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 10.000 MOS | 2300.00000 23000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13000.00000 13000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67500.00000 67500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 177.000 m2 | 60.00000 10620.00| | PAVEMENT, REMOVE | | | 0005 202-02241 467.000 m | 7.00000 3269.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 243000.00000 243000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 395.000 m2 | 11.20000 4424.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02010 1.000 m3 | 2000.00000 2000.00| | EXCAVATION, ROCK | | | 0009 203-02070 100.000 m3 | 22.00000 2200.00| | BORROW | | | 0010 203-02080 0.532 km | 18000.00000 9576.00| | LINEAR GRADING | | | 0011 206-51230 140.000 m3 | 30.00000 4200.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 140.000 m3 | 63.00000 8820.00| | AGGREGATE FOR END BENT BACKFILL | | | 0013 303-60900 76.000 Mg | 21.00000 1596.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 473.000 m2 | 1.50000 709.50| | ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1175.00000 4700.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 3.000 EACH| 5850.00000 17550.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 2110.00000 8440.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 449.580 m | 30.00000 13487.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 281.000 m | 120.00000 33720.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 86.000 m | 108.00000 9288.00| | TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06729 26.000 EACH| 8.00000 208.00| | BARRIER DELINEATOR | | | 0022 610-05527 620.000 Mg | 104.00000 64480.00| | HMA FOR APPROACHES | | | 0023 610-06257 204.000 m2 | 91.00000 18564.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 340.000 m2 | 2.50000 850.00| | GEOTEXTILES | | | 0025 616-06405 80.000 Mg | 45.00000 3600.00| | RIPRAP, REVETMENT | | | 0026 619-04414 6.000 EACH| 160.00000 960.00| | DRAIN EXTENSION | | | 0027 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 0.30000 300.00| | MULCHED SEEDING, R | | | 0029 702-51005 126.700 m3 | 875.00000 110862.50| | CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 522.600 kg | 9.00000 4703.40| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 464.000 EACH| 10.00000 4640.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-90915 2.000 m3 | 550.00000 1100.00| | CONCRETE, A | | | 0033 703-51030 2750.000 kg | 1.25000 3437.50| | REINFORCING STEEL | | | 0034 703-51032 60504.000 kg | 1.35000 81680.40| | REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 1038.000 EACH| 20.00000 20760.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 274.900 m3 | 810.00000 222669.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 2200.00000 8800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 32.200 m3 | 635.00000 20447.00| | CONCRETE, C, RAILING | | | 0039 707-05985 402.400 m | 600.00000 241440.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 321 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 976,454.50 ROUTE : HOSPITAL ROAD CALL ORDER : 321 CONTRACT ID : B -25561-A COUNTIES : JOHNSON LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR 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 709-51821 LUMP| 7680.00000 7680.00| | SURFACE SEAL | | | 0041 715-05407 38.000 m | 22.00000 836.00| | PIPE, END BENT DRAIN, 150 mm | | | 0042 724-51925 32.900 m | 520.00000 17108.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-06203 444.000 m | 1.10000 488.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 3058.000 m | 3.10000 9479.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 20.000 EACH| 90.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH| 35.00000 70.00| | CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 27000.00000 27000.00| | MAINTAINING TRAFFIC | | | 0048 808-06701 54.000 m | 1.00000 54.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0049 808-06703 808.000 m | 1.00000 808.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06716 1081.000 m | 1.70000 1837.70| | LINE, REMOVE | | | 0051 808-75245 812.000 m | 1.00000 812.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,359,575.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,359,575.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0426007 0426007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 951,705.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,017,700.50 106.9343% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,061,601.22 111.5472% 4 35-1878024 RAGLE, INC. $ 1,088,272.47 114.3496% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,186,280.53 124.6478% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,192,363.84 125.2870% 7 35-1801998 CLR, INC. $ 1,236,086.14 129.8811% 8 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,303,031.83 136.9154% 9 35-1447641 STRUCTURE CONTRACTORS $ 1,314,904.91 138.1629% 10 35-1212938 ATLAS EXCAVATING, INC. $ 1,322,842.91 138.9970% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1917625 |(3) 35-2040801 |TD & O LLC |MILESTONE CONTRACTORS, L.P. |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 105-06790 9.000 MOS | 1150.00000 10350.00| 1400.00000 12600.00| 1475.00000 13275.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 50000.00000 50000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 500.00000 500.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 7000.00000 7000.00 DEBRIS, REMOVE , STR NO 2 | | | 0006 202-02240 346.000 m2 | 20.00000 6920.00| 30.00000 10380.00| 25.00000 8650.00 PAVEMENT, REMOVE | | | 0007 202-02241 110.220 m | 6.60000 727.45| 18.50000 2039.07| 18.00000 1983.96 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 7500.00000 7500.00| 32500.00000 32500.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 7500.00000 7500.00| 31000.00000 31000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1917625 |(3) 35-2040801 |TD & O LLC |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-60820 718.000 m2 | 2.50000 1795.00| 3.25000 2333.50| 3.75000 2692.50 SURFACE MILLING, ASPHALT | | | 0011 303-52308 166.000 Mg | 17.50000 2905.00| 25.00000 4150.00| 20.00000 3320.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 2596.000 m2 | 0.25000 649.00| 0.38000 986.48| 0.36000 934.56 ASPHALT FOR TACK COAT | | | 0013 502-06329 143.800 m2 | 65.00000 9347.00| 80.00000 11504.00| 60.00000 8628.00 PCCP, 300 mm | | | 0014 503-03489 52.000 EACH| 7.00000 364.00| 15.00000 780.00| 17.00000 884.00 RETROFITTED TIE BARS | | | 0015 503-05310 23.600 m | 140.00000 3304.00| 370.00000 8732.00| 210.00000 4956.00 TERMINAL JOINT | | | 0016 601-01522 7.000 EACH| 1400.00000 9800.00| 1285.00000 8995.00| 1250.00000 8750.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 2.000 EACH| 4900.00000 9800.00| 8000.00000 16000.00| 3500.00000 7000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99105 19.050 m | 100.00000 1905.00| 78.25000 1490.66| 76.00000 1447.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 601-99108 7.620 m | 150.00000 1143.00| 144.00000 1097.28| 140.00000 1066.80 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0020 602-06639 829.070 m | 50.00000 41453.50| 43.00000 35650.01| 65.00000 53889.55 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 204.000 EACH| 6.50000 1326.00| 7.20000 1468.80| 7.00000 1428.00 BARRIER DELINEATOR | | | 0022 610-05527 564.000 Mg | 60.00000 33840.00| 120.00000 67680.00| 80.00000 45120.00 HMA FOR APPROACHES | | | 0023 610-06259 313.600 m2 | 60.00000 18816.00| 75.00000 23520.00| 60.00000 18816.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 168.000 m2 | 3.00000 504.00| 5.50000 924.00| 3.50000 588.00 GEOTEXTILES | | | 0025 616-06405 60.000 Mg | 19.00000 1140.00| 35.00000 2100.00| 30.00000 1800.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 500.00000 1000.00| 640.00000 1280.00| 625.00000 1250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 3000.000 m2 | 1.00000 3000.00| 0.50000 1500.00| 0.48000 1440.00 MULCHED SEEDING, R | | | 0028 702-51110 1742.000 kg | 4.00000 6968.00| 4.80000 8361.60| 5.89000 10260.38 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1917625 |(3) 35-2040801 |TD & O LLC |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 702-51863 2914.000 EACH| 7.50000 21855.00| 5.00000 14570.00| 9.00000 26226.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 5754.000 kg | 1.25000 7192.50| 1.20000 6904.80| 1.50000 8631.00 REINFORCING STEEL | | | 0031 703-51032 27926.000 kg | 1.50000 41889.00| 1.30000 36303.80| 1.70000 47474.20 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 174.000 EACH| 9.00000 1566.00| 8.50000 1479.00| 15.00000 2610.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 38.900 m3 | 450.00000 17505.00| 900.00000 35010.00| 1000.00000 38900.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 8.000 EACH| 1000.00000 8000.00| 1000.00000 8000.00| 1450.00000 11600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 149.400 m3 | 400.00000 59760.00| 285.00000 42579.00| 439.00000 65586.60 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 3000.00000 3000.00| 7700.00000 7700.00| 8000.00000 8000.00 SURFACE SEAL , STR NO 1 | | | 0037 709-51821 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 7800.00000 7800.00 SURFACE SEAL , STR NO 2 | | | 0038 711-51878 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 6500.00000 6500.00 JACKING AND SUPPORTING GIRDERS , STR NO | | | 2 | | | 0039 715-91361 26.000 m | 12.00000 312.00| 170.00000 4420.00| 50.00000 1300.00 PIPE, PVC, 150 mm | | | 0040 722-51401 270.000 m2 | 150.00000 40500.00| 190.00000 51300.00| 5.00000 1350.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 6767.000 m2 | 45.00000 304515.00| 32.00000 216544.00| 45.00000 304515.00 BRIDGE DECK OVERLAY | | | 0042 722-51846 70.500 m3 | 395.00000 27847.50| 395.00000 27847.50| 395.00000 27847.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 1001.000 m2 | 60.00000 60060.00| 43.00000 43043.00| 1.00000 1001.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 6694.000 m2 | 1.00000 6694.00| 1.60000 10710.40| 3.28000 21956.32 SURFACE MILLING | | | 0045 724-06985 38.400 m | 150.00000 5760.00| 1950.00000 74880.00| 2500.00000 96000.00 MODULAR EXPANSION JOINT | | | 0046 724-51925 13.000 m | 150.00000 1950.00| 390.00000 5070.00| 450.00000 5850.00 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01093 18.000 EACH| 1100.00000 19800.00| 925.00000 16650.00| 1000.00000 18000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-06207 4145.000 m | 3.00000 12435.00| 3.20000 13264.00| 3.00000 12435.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1917625 |(3) 35-2040801 |TD & O LLC |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 801-06640 29.000 EACH| 120.00000 3480.00| 155.00000 4495.00| 120.00000 3480.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH| 50.00000 100.00| 52.00000 104.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 16.00000 5760.00| 13.50000 4860.00| 15.00000 5400.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 29132.80000 29132.80| 15000.00000 15000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0053 801-97643 616.000 m | 12.25000 7546.00| 9.80000 6036.80| 9.50000 5852.00 TEMPORARY BUZZ STRIPS | | | 0054 808-06711 270.000 m | 1.00000 270.00| 0.50000 135.00| 0.45000 121.50 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0055 808-06713 929.000 m | 1.00000 929.00| 0.50000 464.50| 0.45000 418.05 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 952.000 m | 1.00000 952.00| 0.50000 476.00| 0.45000 428.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 808-06716 1310.000 m | 2.00000 2620.00| 1.85000 2423.50| 1.60000 2096.00 LINE, REMOVE | | | 0058 808-75008 174.000 m | 2.00000 348.00| 0.95000 165.30| 0.90000 156.60 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0059 202-90883 3290.000 m2 | 3.00000 9870.00| 3.25000 10692.50| 4.95000 16285.50 OVERLAY, CONCRETE, REMOVE | | | SECTION TOTALS | $ 951,705.75| $ 1,017,700.50| $ 1,061,601.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 951,705.75| $ 1,017,700.50| $ 1,061,601.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1364963 |(6) 35-1618530 |RAGLE, INC. |ERBER & MILLIGAN CONSTR. 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 9.000 MOS | 1100.00000 9900.00| 1000.00000 9000.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 54000.00000 54000.00| 58000.00000 58000.00| 59000.00000 59000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 1000.00000 1000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 29000.00000 29000.00 DEBRIS, REMOVE , STR NO 2 | | | 0006 202-02240 346.000 m2 | 22.00000 7612.00| 18.00000 6228.00| 15.00000 5190.00 PAVEMENT, REMOVE | | | 0007 202-02241 110.220 m | 7.00000 771.54| 10.00000 1102.20| 17.00000 1873.74 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 41400.00000 41400.00| 55000.00000 55000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 37400.00000 37400.00| 44500.00000 44500.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-60820 718.000 m2 | 4.00000 2872.00| 2.50000 1795.00| 4.00000 2872.00 SURFACE MILLING, ASPHALT | | | 0011 303-52308 166.000 Mg | 22.00000 3652.00| 18.50000 3071.00| 30.00000 4980.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 2596.000 m2 | 0.65000 1687.40| 0.75000 1947.00| 0.55000 1427.80 ASPHALT FOR TACK COAT | | | 0013 502-06329 143.800 m2 | 55.00000 7909.00| 55.00000 7909.00| 65.00000 9347.00 PCCP, 300 mm | | | 0014 503-03489 52.000 EACH| 11.00000 572.00| 15.00000 780.00| 20.00000 1040.00 RETROFITTED TIE BARS | | | 0015 503-05310 23.600 m | 300.00000 7080.00| 260.00000 6136.00| 400.00000 9440.00 TERMINAL JOINT | | | 0016 601-01522 7.000 EACH| 1850.00000 12950.00| 1900.00000 13300.00| 2000.00000 14000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 2.000 EACH| 8250.00000 16500.00| 6750.00000 13500.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99105 19.050 m | 77.00000 1466.85| 85.00000 1619.25| 80.00000 1524.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 601-99108 7.620 m | 66.00000 502.92| 75.00000 571.50| 70.00000 533.40 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1364963 |(6) 35-1618530 |RAGLE, INC. |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 829.070 m | 110.00000 91197.70| 27.50000 22799.43| 90.00000 74616.30 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 204.000 EACH| 5.00000 1020.00| 8.00000 1632.00| 7.50000 1530.00 BARRIER DELINEATOR | | | 0022 610-05527 564.000 Mg | 90.00000 50760.00| 115.00000 64860.00| 115.00000 64860.00 HMA FOR APPROACHES | | | 0023 610-06259 313.600 m2 | 60.00000 18816.00| 57.50000 18032.00| 60.00000 18816.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 168.000 m2 | 2.00000 336.00| 3.00000 504.00| 5.00000 840.00 GEOTEXTILES | | | 0025 616-06405 60.000 Mg | 22.00000 1320.00| 24.00000 1440.00| 40.00000 2400.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 100.00000 200.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 3000.000 m2 | 0.60000 1800.00| 0.75000 2250.00| 0.50000 1500.00 MULCHED SEEDING, R | | | 0028 702-51110 1742.000 kg | 5.00000 8710.00| 5.50000 9581.00| 4.00000 6968.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 2914.000 EACH| 4.00000 11656.00| 6.75000 19669.50| 6.00000 17484.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 5754.000 kg | 1.54000 8861.16| 1.50000 8631.00| 1.30000 7480.20 REINFORCING STEEL | | | 0031 703-51032 27926.000 kg | 1.60000 44681.60| 1.60000 44681.60| 1.40000 39096.40 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 174.000 EACH| 8.00000 1392.00| 12.50000 2175.00| 12.00000 2088.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 38.900 m3 | 750.00000 29175.00| 600.00000 23340.00| 850.00000 33065.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 8.000 EACH| 900.00000 7200.00| 1200.00000 9600.00| 1100.00000 8800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 149.400 m3 | 275.00000 41085.00| 440.00000 65736.00| 450.00000 67230.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 8130.00000 8130.00| 7850.00000 7850.00| 8000.00000 8000.00 SURFACE SEAL , STR NO 1 | | | 0037 709-51821 LUMP| 7940.00000 7940.00| 7550.00000 7550.00| 8000.00000 8000.00 SURFACE SEAL , STR NO 2 | | | 0038 711-51878 LUMP| 5200.00000 5200.00| 13500.00000 13500.00| 10000.00000 10000.00 JACKING AND SUPPORTING GIRDERS , STR NO | | | 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1364963 |(6) 35-1618530 |RAGLE, INC. |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-91361 26.000 m | 100.00000 2600.00| 120.00000 3120.00| 175.00000 4550.00 PIPE, PVC, 150 mm | | | 0040 722-51401 270.000 m2 | 150.00000 40500.00| 100.00000 27000.00| 80.00000 21600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 6767.000 m2 | 35.00000 236845.00| 40.00000 270680.00| 40.00000 270680.00 BRIDGE DECK OVERLAY | | | 0042 722-51846 70.500 m3 | 395.00000 27847.50| 395.00000 27847.50| 395.00000 27847.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 1001.000 m2 | 40.00000 40040.00| 55.00000 55055.00| 20.00000 20020.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 6694.000 m2 | 4.00000 26776.00| 3.45000 23094.30| 4.00000 26776.00 SURFACE MILLING | | | 0045 724-06985 38.400 m | 1800.00000 69120.00| 2250.00000 86400.00| 2300.00000 88320.00 MODULAR EXPANSION JOINT | | | 0046 724-51925 13.000 m | 350.00000 4550.00| 350.00000 4550.00| 550.00000 7150.00 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01093 18.000 EACH| 900.00000 16200.00| 950.00000 17100.00| 1000.00000 18000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-06207 4145.000 m | 2.75000 11398.75| 3.25000 13471.25| 3.20000 13264.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 29.000 EACH| 150.00000 4350.00| 180.00000 5220.00| 175.00000 5075.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 55.00000 110.00 CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 13.00000 4680.00| 18.00000 6480.00| 13.00000 4680.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 10000.00000 10000.00| 45000.00000 45000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0053 801-97643 616.000 m | 9.50000 5852.00| 12.50000 7700.00| 10.00000 6160.00 TEMPORARY BUZZ STRIPS | | | 0054 808-06711 270.000 m | 0.45000 121.50| 0.60000 162.00| 0.50000 135.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0055 808-06713 929.000 m | 0.45000 418.05| 0.60000 557.40| 0.50000 464.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 952.000 m | 0.45000 428.40| 0.60000 571.20| 0.50000 476.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 808-06716 1310.000 m | 1.75000 2292.50| 2.20000 2882.00| 2.00000 2620.00 LINE, REMOVE | | | 0058 808-75008 174.000 m | 0.90000 156.60| 0.60000 104.40| 1.00000 174.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1364963 |(6) 35-1618530 |RAGLE, INC. |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 202-90883 3290.000 m2 | 6.00000 19740.00| 5.50000 18095.00| 4.00000 13160.00 OVERLAY, CONCRETE, REMOVE | | | SECTION TOTALS | $ 1,088,272.47| $ 1,186,280.53| $ 1,192,363.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,088,272.47| $ 1,186,280.53| $ 1,192,363.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-0906416 |(9) 35-1447641 |CLR, INC. |WEDDLE BROTHERS CONSTRUCTION|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1800.00000 16200.00| 1277.30000 11495.70| 1300.00000 11700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 750.00000 750.00| 4680.13000 4680.13| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 61800.00000 61800.00| 65151.59000 65151.59| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 9615.11000 9615.11| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 2375.00000 2375.00| 37110.87000 37110.87| 4000.00000 4000.00 DEBRIS, REMOVE , STR NO 2 | | | 0006 202-02240 346.000 m2 | 27.00000 9342.00| 22.94000 7937.24| 35.00000 12110.00 PAVEMENT, REMOVE | | | 0007 202-02241 110.220 m | 4.00000 440.88| 20.90000 2303.60| 18.00000 1983.96 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 27000.00000 27000.00| 50114.31000 50114.31| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 18000.00000 18000.00| 22154.78000 22154.78| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-60820 718.000 m2 | 1.60000 1148.80| 4.27000 3065.86| 5.00000 3590.00 SURFACE MILLING, ASPHALT | | | 0011 303-52308 166.000 Mg | 80.00000 13280.00| 28.70000 4764.20| 35.00000 5810.00 COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 2596.000 m2 | 0.67000 1739.32| 0.39000 1012.44| 0.50000 1298.00 ASPHALT FOR TACK COAT | | | 0013 502-06329 143.800 m2 | 93.00000 13373.40| 79.20000 11388.96| 65.00000 9347.00 PCCP, 300 mm | | | 0014 503-03489 52.000 EACH| 21.00000 1092.00| 16.46000 855.92| 30.00000 1560.00 RETROFITTED TIE BARS | | | 0015 503-05310 23.600 m | 600.00000 14160.00| 645.29000 15228.84| 400.00000 9440.00 TERMINAL JOINT | | | 0016 601-01522 7.000 EACH| 1460.00000 10220.00| 1330.33000 9312.31| 1900.00000 13300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 2.000 EACH| 5050.00000 10100.00| 8301.24000 16602.48| 9000.00000 18000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99105 19.050 m | 103.00000 1962.15| 83.80000 1596.39| 80.00000 1524.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 601-99108 7.620 m | 154.00000 1173.48| 150.14000 1144.07| 70.00000 533.40 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-0906416 |(9) 35-1447641 |CLR, INC. |WEDDLE BROTHERS CONSTRUCTION|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 829.070 m | 70.00000 58034.90| 50.13000 41561.28| 45.00000 37308.15 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 204.000 EACH| 5.00000 1020.00| 8.11000 1654.44| 9.00000 1836.00 BARRIER DELINEATOR | | | 0022 610-05527 564.000 Mg | 67.00000 37788.00| 107.93000 60872.52| 112.00000 63168.00 HMA FOR APPROACHES | | | 0023 610-06259 313.600 m2 | 80.00000 25088.00| 68.58000 21506.69| 70.00000 21952.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 168.000 m2 | 2.25000 378.00| 4.17000 700.56| 5.00000 840.00 GEOTEXTILES | | | 0025 616-06405 60.000 Mg | 90.00000 5400.00| 98.68000 5920.80| 85.00000 5100.00 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 450.00000 900.00| 665.16000 1330.32| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 3000.000 m2 | 0.35000 1050.00| 0.52000 1560.00| 0.50000 1500.00 MULCHED SEEDING, R | | | 0028 702-51110 1742.000 kg | 7.65000 13326.30| 6.17000 10748.14| 15.00000 26130.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 2914.000 EACH| 4.65000 13550.10| 5.91000 17221.74| 5.00000 14570.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 5754.000 kg | 1.25000 7192.50| 1.59000 9148.86| 1.50000 8631.00 REINFORCING STEEL | | | 0031 703-51032 27926.000 kg | 1.46000 40771.96| 1.64000 45798.64| 1.75000 48870.50 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 174.000 EACH| 16.00000 2784.00| 10.46000 1820.04| 15.00000 2610.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 38.900 m3 | 800.00000 31120.00| 1450.54000 56426.01| 1350.00000 52515.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 8.000 EACH| 1150.00000 9200.00| 1298.62000 10388.96| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 149.400 m3 | 395.00000 59013.00| 361.17000 53958.80| 382.00000 57070.80 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 7750.00000 7750.00| 7981.96000 7981.96| 9000.00000 9000.00 SURFACE SEAL , STR NO 1 | | | 0037 709-51821 LUMP| 7400.00000 7400.00| 7769.11000 7769.11| 8500.00000 8500.00 SURFACE SEAL , STR NO 2 | | | 0038 711-51878 LUMP| 15000.00000 15000.00| 5981.07000 5981.07| 6000.00000 6000.00 JACKING AND SUPPORTING GIRDERS , STR NO | | | 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-0906416 |(9) 35-1447641 |CLR, INC. |WEDDLE BROTHERS CONSTRUCTION|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-91361 26.000 m | 220.00000 5720.00| 175.59000 4565.34| 325.00000 8450.00 PIPE, PVC, 150 mm | | | 0040 722-51401 270.000 m2 | 225.00000 60750.00| 153.19000 41361.30| 270.00000 72900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 6767.000 m2 | 39.00000 263913.00| 36.96000 250108.32| 41.00000 277447.00 BRIDGE DECK OVERLAY | | | 0042 722-51846 70.500 m3 | 395.00000 27847.50| 395.00000 27847.50| 395.00000 27847.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 1001.000 m2 | 112.50000 112612.50| 129.61000 129739.61| 70.00000 70070.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 6694.000 m2 | 0.50000 3347.00| 2.94000 19680.36| 5.00000 33470.00 SURFACE MILLING | | | 0045 724-06985 38.400 m | 2874.00000 110361.60| 2094.94000 80445.70| 2300.00000 88320.00 MODULAR EXPANSION JOINT | | | 0046 724-51925 13.000 m | 555.00000 7215.00| 336.74000 4377.62| 350.00000 4550.00 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01093 18.000 EACH| 1050.00000 18900.00| 957.84000 17241.12| 850.00000 15300.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-06207 4145.000 m | 3.10000 12849.50| 3.42000 14175.90| 3.20000 13264.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 29.000 EACH| 123.00000 3567.00| 159.64000 4629.56| 140.00000 4060.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH| 107.00000 214.00| 53.21000 106.42| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 22.00000 7920.00| 13.84000 4982.40| 15.00000 5400.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 20000.00000 20000.00| 28177.85000 28177.85| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0053 801-97643 616.000 m | 13.00000 8008.00| 10.13000 6240.08| 15.00000 9240.00 TEMPORARY BUZZ STRIPS | | | 0054 808-06711 270.000 m | 1.25000 337.50| 0.49000 132.30| 0.50000 135.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0055 808-06713 929.000 m | 1.25000 1161.25| 0.49000 455.21| 0.50000 464.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 952.000 m | 1.25000 1190.00| 0.49000 466.48| 0.50000 476.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 808-06716 1310.000 m | 2.05000 2685.50| 1.89000 2475.90| 2.00000 2620.00 LINE, REMOVE | | | 0058 808-75008 174.000 m | 2.65000 461.10| 0.98000 170.52| 0.65000 113.10 LINE, PAINT, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-0906416 |(9) 35-1447641 |CLR, INC. |WEDDLE BROTHERS CONSTRUCTION|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 202-90883 3290.000 m2 | 6.11000 20101.90| 8.44000 27767.60| 10.00000 32900.00 OVERLAY, CONCRETE, REMOVE | | | SECTION TOTALS | $ 1,236,086.14| $ 1,303,031.83| $ 1,314,904.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,236,086.14| $ 1,303,031.83| $ 1,314,904.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 66500.00000 66500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 7000.00000 7000.00| | DEBRIS, REMOVE , STR NO 2 | | | 0006 202-02240 346.000 m2 | 19.00000 6574.00| | PAVEMENT, REMOVE | | | 0007 202-02241 110.220 m | 7.30000 804.61| | GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 135000.00000 135000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 112000.00000 112000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-60820 718.000 m2 | 1.90000 1364.20| | SURFACE MILLING, ASPHALT | | | 0011 303-52308 166.000 Mg | 35.00000 5810.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 406-05521 2596.000 m2 | 0.40000 1038.40| | ASPHALT FOR TACK COAT | | | 0013 502-06329 143.800 m2 | 63.00000 9059.40| | PCCP, 300 mm | | | 0014 503-03489 52.000 EACH| 18.00000 936.00| | RETROFITTED TIE BARS | | | 0015 503-05310 23.600 m | 350.00000 8260.00| | TERMINAL JOINT | | | 0016 601-01522 7.000 EACH| 1550.00000 10850.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 2.000 EACH| 5100.00000 10200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99105 19.050 m | 115.00000 2190.75| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 601-99108 7.620 m | 165.00000 1257.30| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 829.070 m | 95.00000 78761.65| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 204.000 EACH| 7.30000 1489.20| | BARRIER DELINEATOR | | | 0022 610-05527 564.000 Mg | 120.00000 67680.00| | HMA FOR APPROACHES | | | 0023 610-06259 313.600 m2 | 60.00000 18816.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 616-02320 168.000 m2 | 5.20000 873.60| | GEOTEXTILES | | | 0025 616-06405 60.000 Mg | 22.00000 1320.00| | RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 3000.000 m2 | 1.10000 3300.00| | MULCHED SEEDING, R | | | 0028 702-51110 1742.000 kg | 3.90000 6793.80| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 2914.000 EACH| 8.00000 23312.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 5754.000 kg | 1.55000 8918.70| | REINFORCING STEEL | | | 0031 703-51032 27926.000 kg | 1.60000 44681.60| | REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 174.000 EACH| 15.00000 2610.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 38.900 m3 | 500.00000 19450.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 8.000 EACH| 800.00000 6400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 149.400 m3 | 550.00000 82170.00| | CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL , STR NO 1 | | | 0037 709-51821 LUMP| 9700.00000 9700.00| | SURFACE SEAL , STR NO 2 | | | 0038 711-51878 LUMP| 8000.00000 8000.00| | JACKING AND SUPPORTING GIRDERS , STR NO | | | 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-91361 26.000 m | 200.00000 5200.00| | PIPE, PVC, 150 mm | | | 0040 722-51401 270.000 m2 | 1.00000 270.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 6767.000 m2 | 41.00000 277447.00| | BRIDGE DECK OVERLAY | | | 0042 722-51846 70.500 m3 | 395.00000 27847.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 1001.000 m2 | 1.00000 1001.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 6694.000 m2 | 1.80000 12049.20| | SURFACE MILLING | | | 0045 724-06985 38.400 m | 2000.00000 76800.00| | MODULAR EXPANSION JOINT | | | 0046 724-51925 13.000 m | 315.00000 4095.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01093 18.000 EACH| 1000.00000 18000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-06207 4145.000 m | 3.30000 13678.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 29.000 EACH| 170.00000 4930.00| | CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH| 54.00000 108.00| | CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 14.00000 5040.00| | FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 52000.00000 52000.00| | MAINTAINING TRAFFIC | | | 0053 801-97643 616.000 m | 10.50000 6468.00| | TEMPORARY BUZZ STRIPS | | | 0054 808-06711 270.000 m | 0.50000 135.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0055 808-06713 929.000 m | 0.50000 464.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 952.000 m | 0.50000 476.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 808-06716 1310.000 m | 2.00000 2620.00| | LINE, REMOVE | | | 0058 808-75008 174.000 m | 1.00000 174.00| | LINE, PAINT, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 331 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,288,099.95 ROUTE : NUS 50 CALL ORDER : 331 CONTRACT ID : B -25562-A COUNTIES : LAWRENCE LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 202-90883 3290.000 m2 | 4.20000 13818.00| | OVERLAY, CONCRETE, REMOVE | | | SECTION TOTALS | $ 1,322,842.91| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,322,842.91| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949042 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 156,648.04 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 160,086.53 102.1950% 3 35-1609544 SCHUTT-LOOKABILL CO $ 161,737.54 103.2490% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 174,493.99 111.3923% 5 35-1057871 SMOCK FANSLER CORPORATION $ 198,811.24 126.9158% 6 35-1212938 ATLAS EXCAVATING, INC. $ 201,951.47 128.9205% 7 35-1447641 STRUCTURE CONTRACTORS $ 207,779.00 132.6406% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 225,884.82 144.1989% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|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 4.000 MOS | 1250.00000 5000.00| 1500.00000 6000.00| 1500.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 50.00000 50.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7750.00000 7750.00| 7500.00000 7500.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 34.800 m | 6.00000 208.80| 12.00000 417.60| 10.00000 348.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 18000.00000 18000.00| 12000.00000 12000.00| 25858.00000 25858.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 93.800 m2 | 9.50000 891.10| 7.00000 656.60| 6.33000 593.75 SURFACE MILLING, ASPHALT | | | 0008 303-52308 62.000 Mg | 20.00000 1240.00| 35.00000 2170.00| 40.00000 2480.00 COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 562.000 m2 | 0.10000 56.20| 1.00000 562.00| 0.07000 39.34 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1250.00000 5000.00| 1080.00000 4320.00| 1271.00000 5084.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 4.000 EACH| 2250.00000 9000.00| 2095.00000 8380.00| 2373.00000 9492.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 7.620 m | 37.00000 281.94| 45.00000 342.90| 38.42000 292.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 610-05527 77.000 Mg | 75.00000 5775.00| 140.00000 10780.00| 85.52000 6585.04 HMA FOR APPROACHES | | | 0014 610-06259 174.400 m2 | 55.00000 9592.00| 55.00000 9592.00| 64.00000 11161.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0015 616-02320 284.000 m2 | 3.00000 852.00| 3.50000 994.00| 2.00000 568.00 GEOTEXTILES | | | 0016 616-05688 62.000 Mg | 30.00000 1860.00| 60.00000 3720.00| 60.00000 3720.00 RIPRAP, CLASS 1 | | | 0017 616-06405 164.000 Mg | 27.50000 4510.00| 30.00000 4920.00| 50.00000 8200.00 RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 226.00000 226.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1000.000 m2 | 1.00000 1000.00| 0.75000 750.00| 0.85000 850.00 MULCHED SEEDING, R | | | 0020 702-04433 2.000 EACH| 200.00000 400.00| 400.00000 800.00| 500.00000 1000.00 FLOOR DRAIN, PVC, 150 mm | | | 0021 702-51863 374.000 EACH| 7.00000 2618.00| 7.00000 2618.00| 5.50000 2057.00 FIELD DRILLED HOLE IN CONCRETE | | | 0022 703-51030 2352.000 kg | 1.50000 3528.00| 1.75000 4116.00| 1.28000 3010.56 REINFORCING STEEL | | | 0023 703-51032 2750.000 kg | 2.00000 5500.00| 2.00000 5500.00| 1.48000 4070.00 REINFORCING STEEL, EPOXY COATED | | | 0024 706-06339 67.100 m | 200.00000 13420.00| 168.30000 11292.93| 190.18000 12761.08 RAILING, PF-1 | | | 0025 706-06351 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0026 706-51025 62.000 m | 135.00000 8370.00| 125.00000 7750.00| 69.35000 4299.70 CONCRETE, C, RAILING | | | 0027 709-51821 LUMP| 2000.00000 2000.00| 1710.00000 1710.00| 1498.00000 1498.00 SURFACE SEAL | | | 0028 722-51401 5.000 m2 | 85.00000 425.00| 300.00000 1500.00| 161.00000 805.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0029 722-51842 279.400 m2 | 55.00000 15367.00| 65.00000 18161.00| 53.27000 14883.64 BRIDGE DECK OVERLAY | | | 0030 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| 395.00000 1817.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0031 722-51852 65.000 m2 | 75.00000 4875.00| 100.00000 6500.00| 64.56000 4196.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 722-60824 259.000 m2 | 9.00000 2331.00| 7.50000 1942.50| 6.33000 1639.47 SURFACE MILLING | | | 0033 729-51875 5.000 m2 | 200.00000 1000.00| 1000.00000 5000.00| 538.00000 2690.00 CONCRETE, A, PATCHING | | | 0034 801-04308 3.000 EACH| 120.00000 360.00| 90.00000 270.00| 102.00000 306.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 70.00000 420.00| 50.00000 300.00| 57.00000 342.00 BARRICADE, IIIA | | | 0036 801-06606 2.000 EACH| 70.00000 140.00| 60.00000 120.00| 68.00000 136.00 BARRICADE, IIIB | | | 0037 801-06625 18.000 EACH| 100.00000 1800.00| 90.00000 1620.00| 102.00000 1836.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 10.000 EACH| 75.00000 750.00| 50.00000 500.00| 57.00000 570.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 3750.00000 3750.00| 1500.00000 1500.00| 400.00000 400.00 MAINTAINING TRAFFIC | | | 0040 805-06600 80.000 m | 40.00000 3200.00| 35.00000 2800.00| 30.00000 2400.00 CONDUIT, PVC, 75 mm | | | 0041 807-02191 4.000 EACH| 400.00000 1600.00| 350.00000 1400.00| 675.00000 2700.00 HANDHOLE, LIGHTING | | | 0042 808-04298 1.000 EACH| 450.00000 450.00| 400.00000 400.00| 452.00000 452.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0043 808-06713 220.000 m | 1.00000 220.00| 0.60000 132.00| 0.68000 149.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 220.000 m | 1.00000 220.00| 0.60000 132.00| 0.68000 149.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 30.000 EACH| 34.00000 1020.00| 30.00000 900.00| 34.00000 1020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 156,648.04| $ 160,086.53| $ 161,737.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 156,648.04| $ 160,086.53| $ 161,737.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1057871 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1000.00000 4000.00| 2000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 3800.00000 3800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 34.800 m | 15.00000 522.00| 17.00000 591.60| 11.00000 382.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 21500.00000 21500.00| 27000.00000 27000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 93.800 m2 | 12.00000 1125.60| 6.00000 562.80| 7.00000 656.60 SURFACE MILLING, ASPHALT | | | 0008 303-52308 62.000 Mg | 25.00000 1550.00| 20.00000 1240.00| 38.00000 2356.00 COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 562.000 m2 | 0.10000 56.20| 1.20000 674.40| 1.00000 562.00 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1188.00000 4752.00| 1235.00000 4940.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 4.000 EACH| 2305.00000 9220.00| 2300.00000 9200.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 7.620 m | 49.50000 377.19| 37.00000 281.94| 38.50000 293.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 610-05527 77.000 Mg | 120.00000 9240.00| 67.00000 5159.00| 225.00000 17325.00 HMA FOR APPROACHES | | | 0014 610-06259 174.400 m2 | 70.00000 12208.00| 59.00000 10289.60| 68.00000 11859.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0015 616-02320 284.000 m2 | 4.00000 1136.00| 3.00000 852.00| 3.00000 852.00 GEOTEXTILES | | | 0016 616-05688 62.000 Mg | 30.00000 1860.00| 38.00000 2356.00| 125.00000 7750.00 RIPRAP, CLASS 1 | | | 0017 616-06405 164.000 Mg | 30.00000 4920.00| 25.00000 4100.00| 67.00000 10988.00 RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 250.00000 250.00| 730.00000 730.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1000.000 m2 | 1.00000 1000.00| 1.50000 1500.00| 1.00000 1000.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1057871 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-04433 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 300.00000 600.00 FLOOR DRAIN, PVC, 150 mm | | | 0021 702-51863 374.000 EACH| 7.00000 2618.00| 10.00000 3740.00| 10.50000 3927.00 FIELD DRILLED HOLE IN CONCRETE | | | 0022 703-51030 2352.000 kg | 1.30000 3057.60| 1.50000 3528.00| 1.50000 3528.00 REINFORCING STEEL | | | 0023 703-51032 2750.000 kg | 1.40000 3850.00| 2.00000 5500.00| 1.70000 4675.00 REINFORCING STEEL, EPOXY COATED | | | 0024 706-06339 67.100 m | 250.00000 16775.00| 203.00000 13621.30| 225.00000 15097.50 RAILING, PF-1 | | | 0025 706-06351 4.000 EACH| 1000.00000 4000.00| 2300.00000 9200.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0026 706-51025 62.000 m | 100.00000 6200.00| 250.00000 15500.00| 105.00000 6510.00 CONCRETE, C, RAILING | | | 0027 709-51821 LUMP| 2000.00000 2000.00| 3800.00000 3800.00| 2300.00000 2300.00 SURFACE SEAL | | | 0028 722-51401 5.000 m2 | 100.00000 500.00| 650.00000 3250.00| 510.00000 2550.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0029 722-51842 279.400 m2 | 50.00000 13970.00| 74.00000 20675.60| 80.00000 22352.00 BRIDGE DECK OVERLAY | | | 0030 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| 395.00000 1817.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0031 722-51852 65.000 m2 | 100.00000 6500.00| 100.00000 6500.00| 135.00000 8775.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0032 722-60824 259.000 m2 | 12.00000 3108.00| 11.00000 2849.00| 7.00000 1813.00 SURFACE MILLING | | | 0033 729-51875 5.000 m2 | 300.00000 1500.00| 600.00000 3000.00| 480.00000 2400.00 CONCRETE, A, PATCHING | | | 0034 801-04308 3.000 EACH| 99.00000 297.00| 250.00000 750.00| 120.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 55.00000 330.00| 110.00000 660.00| 65.00000 390.00 BARRICADE, IIIA | | | 0036 801-06606 2.000 EACH| 66.00000 132.00| 165.00000 330.00| 80.00000 160.00 BARRICADE, IIIB | | | 0037 801-06625 18.000 EACH| 99.00000 1782.00| 110.00000 1980.00| 120.00000 2160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 10.000 EACH| 550.00000 5500.00| 110.00000 1100.00| 65.00000 650.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1057871 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 805-06600 80.000 m | 38.50000 3080.00| 40.00000 3200.00| 37.00000 2960.00 CONDUIT, PVC, 75 mm | | | 0041 807-02191 4.000 EACH| 385.00000 1540.00| 400.00000 1600.00| 775.00000 3100.00 HANDHOLE, LIGHTING | | | 0042 808-04298 1.000 EACH| 440.00000 440.00| 625.00000 625.00| 450.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0043 808-06713 220.000 m | 0.66000 145.20| 1.70000 374.00| 0.80000 176.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 220.000 m | 0.66000 145.20| 1.70000 374.00| 0.80000 176.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 30.000 EACH| 33.00000 990.00| 42.00000 1260.00| 40.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 174,493.99| $ 198,811.24| $ 201,951.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,493.99| $ 198,811.24| $ 201,951.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 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 4.000 MOS | 1300.00000 5200.00| 1400.00000 5600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1200.00000 1200.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10500.00000 10500.00| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 34.800 m | 12.00000 417.60| 16.00000 556.80| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 46000.00000 46000.00| 31700.00000 31700.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 93.800 m2 | 12.00000 1125.60| 15.00000 1407.00| SURFACE MILLING, ASPHALT | | | 0008 303-52308 62.000 Mg | 35.00000 2170.00| 45.00000 2790.00| COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 562.000 m2 | 0.06000 33.72| 0.10000 56.20| ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 4.000 EACH| 2100.00000 8400.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 7.620 m | 34.00000 259.08| 36.00000 274.32| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 610-05527 77.000 Mg | 105.00000 8085.00| 70.00000 5390.00| HMA FOR APPROACHES | | | 0014 610-06259 174.400 m2 | 60.00000 10464.00| 90.00000 15696.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0015 616-02320 284.000 m2 | 4.00000 1136.00| 5.00000 1420.00| GEOTEXTILES | | | 0016 616-05688 62.000 Mg | 82.00000 5084.00| 60.00000 3720.00| RIPRAP, CLASS 1 | | | 0017 616-06405 164.000 Mg | 50.00000 8200.00| 25.00000 4100.00| RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 200.00000 200.00| 225.00000 225.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1000.000 m2 | 1.00000 1000.00| 1.00000 1000.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-1618530 | |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-04433 2.000 EACH| 202.00000 404.00| 1000.00000 2000.00| FLOOR DRAIN, PVC, 150 mm | | | 0021 702-51863 374.000 EACH| 10.00000 3740.00| 15.00000 5610.00| FIELD DRILLED HOLE IN CONCRETE | | | 0022 703-51030 2352.000 kg | 1.50000 3528.00| 1.50000 3528.00| REINFORCING STEEL | | | 0023 703-51032 2750.000 kg | 1.75000 4812.50| 1.75000 4812.50| REINFORCING STEEL, EPOXY COATED | | | 0024 706-06339 67.100 m | 225.00000 15097.50| 250.00000 16775.00| RAILING, PF-1 | | | 0025 706-06351 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0026 706-51025 62.000 m | 175.00000 10850.00| 350.00000 21700.00| CONCRETE, C, RAILING | | | 0027 709-51821 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| SURFACE SEAL | | | 0028 722-51401 5.000 m2 | 215.24000 1076.20| 400.00000 2000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0029 722-51842 279.400 m2 | 52.00000 14528.80| 100.00000 27940.00| BRIDGE DECK OVERLAY | | | 0030 722-51846 4.600 m3 | 395.00000 1817.00| 395.00000 1817.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0031 722-51852 65.000 m2 | 70.00000 4550.00| 150.00000 9750.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0032 722-60824 259.000 m2 | 10.00000 2590.00| 16.00000 4144.00| SURFACE MILLING | | | 0033 729-51875 5.000 m2 | 350.00000 1750.00| 225.00000 1125.00| CONCRETE, A, PATCHING | | | 0034 801-04308 3.000 EACH| 100.00000 300.00| 125.00000 375.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06605 6.000 EACH| 50.00000 300.00| 100.00000 600.00| BARRICADE, IIIA | | | 0036 801-06606 2.000 EACH| 60.00000 120.00| 100.00000 200.00| BARRICADE, IIIB | | | 0037 801-06625 18.000 EACH| 100.00000 1800.00| 125.00000 2250.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 10.000 EACH| 50.00000 500.00| 100.00000 1000.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 341 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 196,297.42 ROUTE : ACTON ROAD CALL ORDER : 341 CONTRACT ID : B -25682-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-1618530 | |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 805-06600 80.000 m | 50.00000 4000.00| 38.00000 3040.00| CONDUIT, PVC, 75 mm | | | 0041 807-02191 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| HANDHOLE, LIGHTING | | | 0042 808-04298 1.000 EACH| 400.00000 400.00| 425.00000 425.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0043 808-06713 220.000 m | 1.00000 220.00| 0.70000 154.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 220.000 m | 1.00000 220.00| 0.70000 154.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-75998 30.000 EACH| 30.00000 900.00| 35.00000 1050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 207,779.00| $ 225,884.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 207,779.00| $ 225,884.82| ====================================================================================================================================