INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0196045 0196045 0196045 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,336,397.91 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 3,642,218.63 109.1661% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,752,521.39 112.4722% 4 35-1106884 ELLAS CONSTRUCTION CO $ 3,849,801.01 115.3879% 5 36-1212130 HERLIHY MID CONTINENT CO IRREGULAR BID $ 3,946,839.29 118.2964% ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, TRAFFIC SIGNAL MODERNIZATION AND UTILITY RELOCATION | | | 0001 105-01925 12.000 MOS | 1800.00000 21600.00| 1834.17000 22010.04| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 85445.00000 85445.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 168000.00000 168000.00| 180000.00000 180000.00| 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 68000.00000 68000.00| 65000.00000 65000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 9760.000 m2 | 11.00000 107360.00| 5.88000 57388.80| 9.00000 87840.00 PAVEMENT, REMOVE | | | 0006 202-02273 155.000 m2 | 13.00000 2015.00| 8.25000 1278.75| 26.00000 4030.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1150.000 m | 10.00000 11500.00| 4.50000 5175.00| 10.00000 11500.00 CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 168678.08000 168678.08| 262092.00000 262092.00| 355000.00000 355000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 2284.000 m2 | 4.75000 10849.00| 3.00000 6852.00| 6.00000 13704.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 404.666 m2 | 7.00000 2832.66| 7.00000 2832.66| 7.15000 2893.36 SURFACE MILLING, ASPHALT | | | 0011 202-74025 350.000 m | 4.10000 1435.00| 12.00000 4200.00| 4.10000 1435.00 FENCE, REMOVE | | | 0012 202-78515 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-93615 113.000 m2 | 15.00000 1695.00| 20.00000 2260.00| 25.00000 2825.00 CONCRETE, REMOVE | | | 0014 202-96151 LUMP| 2000.00000 2000.00| 1.00000 1.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 4551.000 m3 | 9.00000 40959.00| 22.00000 100122.00| 20.00000 91020.00 EXCAVATION, COMMON | | | 0016 205-02229 35.000 m | 14.00000 490.00| 14.28000 499.80| 14.28000 499.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02237 27.000 EACH| 40.00000 1080.00| 40.00000 1080.00| 40.00000 1080.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 210-05106 2.000 EACH| 500.00000 1000.00| 1003.08000 2006.16| 1000.00000 2000.00 CONCRETE WING WALL SUPPORT FOR ROLLER | | | ASSEMBLY | | | 0019 210-06267 24.000 EACH| 260.00000 6240.00| 518.18000 12436.32| 260.00000 6240.00 CURB STOP INCL CONN TO EXIST SERVICE | | | LINE, 25 mm | | | 0020 210-07104 6.000 EACH| 285.00000 1710.00| 925.50000 5553.00| 265.00000 1590.00 ROLLER , FLAT W/300 mm EPOXY CTD ST | | | SADDLE WELD TO DIP | | | 0021 211-02060 1630.600 m3 | 0.01000 16.31| 16.13000 26301.58| 0.01000 16.31 B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-06467 50.400 m3 | 50.00000 2520.00| 41.04000 2068.42| 90.00000 4536.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 303-52308 512.000 Mg | 16.50000 8448.00| 12.20000 6246.40| 18.00000 9216.00 COMPACTED AGGREGATE, O, 53 | | | 0024 303-98541 232.000 Mg | 34.00000 7888.00| 23.77000 5514.64| 19.00000 4408.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 304-06464 110.000 m3 | 30.00000 3300.00| 89.32000 9825.20| 80.00000 8800.00 SUBBASE FOR PCCP | | | 0026 401-05437 8653.000 Mg | 35.75000 309344.75| 33.85000 292904.05| 33.85000 292904.05 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 2138.000 Mg | 40.00000 85520.00| 37.20000 79533.60| 37.20000 79533.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 972.000 Mg | 54.00000 52488.00| 47.85000 46510.20| 47.85000 46510.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 4320.000 Mg | 22.00000 95040.00| 38.52000 166406.40| 34.35000 148392.00 HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05498 100.000 Mg | 123.00000 12300.00| 66.90000 6690.00| 66.90000 6690.00 HMA FOR PARKING AREA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 406-05520 13.600 Mg | 1025.00000 13940.00| 500.00000 6800.00| 500.00000 6800.00 ASPHALT FOR TACK COAT | | | 0032 601-01522 3.000 EACH| 1250.00000 3750.00| 1195.00000 3585.00| 1195.00000 3585.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-06224 1.000 EACH| 37100.00000 37100.00| 33950.00000 33950.00| 33950.00000 33950.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0036 601-94689 3.000 EACH| 2150.00000 6450.00| 2350.00000 7050.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | 0037 602-06729 16.000 EACH| 8.00000 128.00| 7.00000 112.00| 3.98000 63.68 BARRIER DELINEATOR | | | 0038 603-01932 159.000 m | 140.00000 22260.00| 94.37000 15004.83| 138.34000 21996.06 FENCE, CHAIN LINK, 2420 mm , MODIFIED | | | 0039 603-04847 1.000 EACH| 3150.00000 3150.00| 900.00000 900.00| 3150.00000 3150.00 FENCE GATE , CHAIN LINK, 1830 mm X 1520 | | | mm | | | 0040 603-06045 159.000 m | 60.50000 9619.50| 81.36000 12936.24| 60.31000 9589.29 FENCE, CHAIN LINK, 1220 mm , MODIFIED | | | 0041 603-92636 293.000 m | 45.95000 13463.35| 57.50000 16847.50| 45.95000 13463.35 FENCE, CHAIN LINK, 1830 mm | | | 0042 604-06069 260.000 m2 | 49.00000 12740.00| 34.25000 8905.00| 34.25000 8905.00 CURB RAMP, CONCRETE | | | 0043 604-91531 2139.000 m2 | 35.00000 74865.00| 30.77000 65817.03| 31.45000 67271.55 SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06140 1155.000 m | 32.00000 36960.00| 40.50000 46777.50| 40.50000 46777.50 CURB AND GUTTER, CONCRETE | | | 0045 605-06155 24.700 m | 55.00000 1358.50| 39.65000 979.36| 39.65000 979.36 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-06255 2.100 m2 | 700.00000 1470.00| 550.00000 1155.00| 550.00000 1155.00 CENTER CURB, D, CONCRETE | | | 0047 610-05527 241.300 Mg | 81.50000 19665.95| 40.15000 9688.20| 40.15000 9688.20 HMA FOR APPROACHES | | | 0048 610-06257 491.000 m2 | 50.00000 24550.00| 48.91000 24014.81| 61.25000 30073.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0049 611-05332 797.000 m2 | 38.00000 30286.00| 33.48000 26683.56| 36.60000 29170.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0050 616-02320 485.000 m2 | 3.43000 1663.55| 1.66000 805.10| 3.00000 1455.00 GEOTEXTILES | | | 0051 616-06405 224.000 Mg | 35.00000 7840.00| 25.47000 5705.28| 15.00000 3360.00 RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-06575 503.000 m2 | 9.55000 4803.65| 9.55000 4803.65| 9.55000 4803.65 SODDING, NURSERY | | | 0054 701-05687 163.200 m | 175.00000 28560.00| 243.75000 39780.00| 150.00000 24480.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0055 701-96089 1593.800 m | 100.00000 159380.00| 77.81000 124013.58| 86.15000 137305.87 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0056 701-98649 166.900 m | 225.00000 37552.50| 331.16000 55270.60| 165.00000 27538.50 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0057 702-51005 114.800 m3 | 700.00000 80360.00| 1000.00000 114800.00| 800.00000 91840.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51100 218.400 kg | 8.00000 1747.20| 6.34000 1384.66| 8.00000 1747.20 DRAIN PIPE, CAST IRON, 150 mm | | | 0059 702-51110 871.000 kg | 7.00000 6097.00| 6.22000 5417.62| 7.00000 6097.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 703-51030 13455.000 kg | 1.50000 20182.50| 1.19000 16011.45| 1.70000 22873.50 REINFORCING STEEL | | | 0061 703-51032 81659.000 kg | 1.55000 126571.45| 1.37000 111872.83| 1.60000 130654.40 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 542.800 m3 | 500.00000 271400.00| 600.00000 325680.00| 600.00000 325680.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05734 3.000 EACH| 1800.00000 5400.00| 1500.00000 4500.00| 1300.00000 3900.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0064 706-51020 47.600 m3 | 575.00000 27370.00| 850.00000 40460.00| 500.00000 23800.00 CONCRETE, C, RAILING | | | 0065 707-05982 1336.000 m | 140.00000 187040.00| 210.00000 280560.00| 250.00000 334000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0066 709-51821 LUMP| 12000.00000 12000.00| 8200.00000 8200.00| 9400.00000 9400.00 SURFACE SEAL | | | 0067 712-04131 LUMP| 100000.00000 100000.00| 70177.00000 70177.00| 121000.00000 121000.00 STRUCTURE TEMPORARY PEDESTRIAN BRIDGE | | | 0068 714-44240 29.300 m3 | 300.00000 8790.00| 146.19000 4283.37| 165.90000 4860.87 CONCRETE, A, STRUCTURES | | | 0069 715-01286 6.100 m | 280.00000 1708.00| 362.49000 2211.19| 257.90000 1573.19 PIPE, DUCTILE IRON, 300 mm CL 52 W/ | | | PUSH ON JT | | | 0070 715-01429 765.010 m | 165.00000 126226.65| 140.42000 107422.70| 150.50000 115134.00 PIPE, DUCTILE IRON, 400 mm CL 52 W/ | | | PUSH ON JT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-01429 77.420 m | 785.00000 60774.70| 364.27000 28201.78| 734.90000 56895.96 PIPE, DUCTILE IRON, 400 mm CL 56 W/ FL | | | JTS & 82.5 mm ALUM JACK INS | | | 0074 715-03795 30.480 m | 140.00000 4267.20| 123.21000 3755.44| 125.90000 3837.43 PIPE, DUCTILE IRON, 150 mm CL 52 W/ | | | PUSH ON JT | | | 0075 715-04629 2.000 EACH| 2000.00000 4000.00| 1061.84000 2123.68| 1869.00000 3738.00 PIPE , 400 mm STAIN ST FL EXPANSION JT | | | 0076 715-04629 4.000 EACH| 650.00000 2600.00| 721.80000 2887.20| 603.00000 2412.00 PIPE SUPPORT ASSY, GALV ST PIER W/ | | | 18.75 mm STAIN ST ANCHOR BOLTS | | | 0077 715-05024 410.000 m | 180.00000 73800.00| 165.24000 67748.40| 167.10000 68511.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0078 715-05028 125.500 m | 110.00000 13805.00| 87.66000 11001.33| 106.80000 13403.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0079 715-05032 124.200 m | 100.00000 12420.00| 85.05000 10563.21| 92.60000 11500.92 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05048 1170.000 m | 8.00000 9360.00| 6.69000 7827.30| 11.30000 13221.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05147 7.200 m | 265.00000 1908.00| 523.68000 3770.50| 243.00000 1749.60 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0082 715-05153 71.000 m | 120.00000 8520.00| 110.28000 7829.88| 108.40000 7696.40 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0083 715-05154 364.000 m | 118.00000 42952.00| 114.09000 41528.76| 114.50000 41678.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0084 715-05155 120.000 m | 140.00000 16800.00| 124.42000 14930.40| 127.70000 15324.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0085 715-05407 62.600 m | 30.00000 1878.00| 19.28000 1206.93| 12.00000 751.20 PIPE, END BENT DRAIN, 150 mm | | | 0086 715-05751 3.000 EACH| 2250.00000 6750.00| 1990.04000 5970.12| 4070.00000 12210.00 BUTTERFLY , 400 mm , VALVE & BOX | | | 0087 715-46005 1.000 EACH| 700.00000 700.00| 313.16000 313.16| 677.00000 677.00 PIPE END SECTION, 375 mm | | | 0088 715-46040 2.000 EACH| 1100.00000 2200.00| 1764.50000 3529.00| 1046.00000 2092.00 PIPE END SECTION, 900 mm | | | 0089 715-97544 48.770 m | 105.00000 5120.85| 121.45000 5923.12| 95.60000 4662.41 PIPE, DUCTILE IRON, 200 mm CL 52 W/ | | | PUSH ON JT | | | 0090 718-52610 264.420 m3 | 33.00000 8725.86| 24.69000 6528.53| 22.30000 5896.57 AGGREGATE FOR UNDERDRAINS | | | 0091 718-99153 3451.500 m2 | 1.00000 3451.50| 1.53000 5280.80| 1.45000 5004.68 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 720-44000 12.000 EACH| 225.00000 2700.00| 361.04000 4332.48| 200.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0093 720-44296 3.000 EACH| 220.00000 660.00| 413.54000 1240.62| 201.00000 603.00 CAP INLET | | | 0094 720-45045 13.000 EACH| 1200.00000 15600.00| 1893.09000 24610.17| 1132.00000 14716.00 INLET, J10 | | | 0095 720-45055 4.000 EACH| 1200.00000 4800.00| 1837.70000 7350.80| 1132.00000 4528.00 INLET, M10 | | | 0096 720-45410 14.000 EACH| 1400.00000 19600.00| 1986.67000 27813.38| 1323.00000 18522.00 MANHOLE, C4 | | | 0097 720-45415 9.000 EACH| 1600.00000 14400.00| 2690.81000 24217.29| 1478.00000 13302.00 MANHOLE, D4 | | | 0098 720-92493 1.000 EACH| 2000.00000 2000.00| 1450.00000 1450.00| 1747.00000 1747.00 MANHOLE, RECONSTRUCT | | | 0099 720-98174 9.000 EACH| 2000.00000 18000.00| 2262.70000 20364.30| 1898.00000 17082.00 INLET, B15 | | | 0100 720-98555 1.000 EACH| 2100.00000 2100.00| 2262.71000 2262.71| 1948.00000 1948.00 INLET, C15 | | | 0101 732-02744 1.000 EACH| 625.00000 625.00| 1051.46000 1051.46| 596.00000 596.00 GATE VALVE AND BOX, 150 mm , RESILENT | | | WEDGE | | | 0102 732-02745 2.000 EACH| 880.00000 1760.00| 1429.48000 2858.96| 803.00000 1606.00 GATE VALVE AND BOX, 200 mm , RESILENT | | | WEDGE | | | 0103 732-03063 2.000 EACH| 5000.00000 10000.00| 2606.14000 5212.28| 4731.00000 9462.00 TAPPING SLEEVE 200 mm X 200 mm STAIN ST | | | W/ 200 mm TAP VALVE & BOX | | | 0104 732-03063 2.000 EACH| 7000.00000 14000.00| 4171.14000 8342.28| 6303.00000 12606.00 TAPPING SLEEVE 400 mm x 300 mm STAIN ST | | | W/ 300 mm TAP VALVE & BOX | | | 0105 732-05560 1100.000 m | 32.00000 35200.00| 27.95000 30745.00| 30.40000 33440.00 SERVICE LINE , 25 mm TYPE K, COPPER | | | 0106 732-05922 24.000 EACH| 210.00000 5040.00| 339.04000 8136.96| 207.00000 4968.00 CORP. COCK, 25 mm INCL TAP ON 400 mm | | | DUCTILE IRON PIPE | | | 0107 732-91742 3.000 EACH| 2200.00000 6600.00| 2337.79000 7013.37| 2113.00000 6339.00 FIRE HYDRANT INCL AUXILIARY VALVE AND | | | BOX | | | 0108 732-93923 3265.310 kg | 9.00000 29387.79| 6.10000 19918.39| 8.40000 27428.60 DUCTILE IRON WATER PIPE FITTINGS , | | | BOLTLESS, RESTRAINED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 801-03290 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 215.00000 430.00 CONSTRUCTION SIGN, C | | | 0110 801-04308 4.000 EACH| 206.00000 824.00| 206.00000 824.00| 154.00000 616.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06201 27.900 m2 | 150.00000 4185.00| 140.00000 3906.00| 139.85000 3901.81 TEMPORARY PANEL SIGNS | | | 0112 801-06202 64.000 m | 25.00000 1600.00| 25.00000 1600.00| 24.67000 1578.88 TEMPORARY PANEL SIGN SUPPORTS | | | 0113 801-06203 2424.000 m | 0.39000 945.36| 0.39000 945.36| 0.65000 1575.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0114 801-06605 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 85.00000 170.00 BARRICADE, IIIA | | | 0115 801-06606 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 115.00000 460.00 BARRICADE, IIIB | | | 0116 801-06625 41.000 EACH| 144.00000 5904.00| 144.00000 5904.00| 70.00000 2870.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0117 801-06640 20.000 EACH| 90.00000 1800.00| 90.00000 1800.00| 82.00000 1640.00 CONSTRUCTION SIGN, A | | | 0118 801-06645 3.000 EACH| 40.00000 120.00| 40.00000 120.00| 32.00000 96.00 CONSTRUCTION SIGN, B | | | 0119 801-06775 LUMP| 1500.00000 1500.00| 40000.00000 40000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0120 802-05701 3.000 m | 33.00000 99.00| 33.20000 99.60| 22.24000 66.72 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0121 802-76025 1.080 m2 | 130.00000 140.40| 130.74000 141.20| 137.12000 148.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0122 805-01842 11.000 EACH| 500.00000 5500.00| 506.08000 5566.88| 500.00000 5500.00 HANDHOLE, SIGNAL | | | 0123 805-01844 1105.000 m | 30.00000 33150.00| 28.22000 31183.10| 27.88000 30807.40 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0124 805-02037 1.000 EACH| 2000.00000 2000.00| 1852.25000 1852.25| 1830.00000 1830.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0125 805-02065 3.000 EACH| 550.00000 1650.00| 506.08000 1518.24| 500.00000 1500.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2100 mm | | | 0126 805-02072 1.000 EACH| 2200.00000 2200.00| 2186.26000 2186.26| 2160.00000 2160.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0127 805-02077 1.000 EACH| 3000.00000 3000.00| 2889.71000 2889.71| 2855.00000 2855.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-02152 4.000 EACH| 400.00000 1600.00| 384.62000 1538.48| 380.00000 1520.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0129 805-02328 716.000 m | 0.75000 537.00| 0.67000 479.72| 0.66000 472.56 SIGNAL CABLE, 1C 14GA. | | | 0130 805-03596 1152.000 m | 3.50000 4032.00| 3.32000 3824.64| 3.28000 3778.56 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0131 805-06592 122.800 m | 29.00000 3561.20| 26.56000 3261.57| 26.24000 3222.27 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-78109 1.000 EACH| 10000.00000 10000.00| 9615.50000 9615.50| 9500.00000 9500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0133 805-78205 6.000 EACH| 450.00000 2700.00| 404.86000 2429.16| 400.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0134 805-78445 1.000 EACH| 500.00000 500.00| 455.47000 455.47| 450.00000 450.00 SIGNAL SERVICE | | | 0135 805-78467 22.000 m | 4.00000 88.00| 3.99000 87.78| 3.94000 86.68 SIGNAL CABLE, 3C 8GA. | | | 0136 805-78480 274.000 m | 1.80000 493.20| 1.66000 454.84| 1.64000 449.36 SIGNAL CABLE, 3C 14GA. | | | 0137 805-78485 285.000 m | 3.00000 855.00| 2.65000 755.25| 2.62000 746.70 SIGNAL CABLE, 5C 14GA. | | | 0138 805-78490 94.000 m | 3.15000 296.10| 2.99000 281.06| 2.95000 277.30 SIGNAL CABLE, 7C 14GA. | | | 0139 805-78510 438.600 m | 2.00000 877.20| 1.99000 872.81| 1.97000 864.04 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0140 805-78785 5.000 EACH| 400.00000 2000.00| 384.62000 1923.10| 380.00000 1900.00 SIGNAL DETECTOR HOUSING | | | 0141 805-78795 307.200 m | 28.00000 8601.60| 26.56000 8159.23| 26.24000 8060.93 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78900 1.000 EACH| 550.00000 550.00| 506.08000 506.08| 500.00000 500.00 PEDESTAL FOUNDATION, A | | | 0143 805-78925 1.000 EACH| 550.00000 550.00| 506.08000 506.08| 500.00000 500.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0144 805-90005 1.000 EACH| 550.00000 550.00| 516.20000 516.20| 510.00000 510.00 SIGNAL PEDESTAL, 3.0 m | | | 0145 805-92504 1.000 EACH| 275.00000 275.00| 227.74000 227.74| 225.00000 225.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0146 805-96121 4.000 EACH| 110.00000 440.00| 101.22000 404.88| 100.00000 400.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 808-06701 317.000 m | 1.10000 348.70| 1.10000 348.70| 1.18000 374.06 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 51.000 m | 1.10000 56.10| 1.10000 56.10| 1.18000 60.18 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-75240 317.000 m | 1.10000 348.70| 1.10000 348.70| 1.18000 374.06 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0150 808-75245 1396.000 m | 1.10000 1535.60| 1.10000 1535.60| 1.18000 1647.28 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75297 39.000 m | 9.00000 351.00| 9.00000 351.00| 7.15000 278.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0153 808-75300 91.000 m | 1.75000 159.25| 1.75000 159.25| 2.10000 191.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0154 808-75320 12.000 EACH| 45.00000 540.00| 45.00000 540.00| 52.00000 624.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0155 808-75325 10.000 EACH| 55.00000 550.00| 55.00000 550.00| 92.00000 920.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 202-02241 45.000 m | 15.00000 675.00| 20.00000 900.00| 20.00000 900.00 GUARDRAIL, REMOVE | | | 0158 601-97774 1.000 EACH| 900.00000 900.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0159 715-04629 4.000 EACH| 1700.00000 6800.00| 843.38000 3373.52| 1531.00000 6124.00 PIPE , DUCTILE IRON, 400 mm FL 22.5 DEG | | | BEND W/82.5 mm ALUM JACK INS | | | 0160 715-04629 2.000 EACH| 1800.00000 3600.00| 709.55000 1419.10| 1695.00000 3390.00 PIPE , DUCTILE IRON, 400 mm FL 45 DEG | | | BEND W/82.5 mm ALUM JACK INS | | | 0161 808-75278 92.000 m | 8.00000 736.00| 2.20000 202.40| 3.58000 329.36 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | SECTION TOTALS | $ 3,336,397.91| $ 3,642,218.63| $ 3,752,521.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,336,397.91| $ 3,642,218.63| $ 3,752,521.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, TRAFFIC SIGNAL MODERNIZATION AND UTILITY RELOCATION | | | 0001 105-01925 12.000 MOS | 2150.00000 25800.00| 3050.00000 36600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 37265.00000 37265.00| 34765.00000 34765.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 187000.00000 187000.00| 160000.00000 160000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 72000.00000 72000.00| 126500.00000 126500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 9760.000 m2 | 10.50000 102480.00| 6.00000 58560.00| PAVEMENT, REMOVE | | | 0006 202-02273 155.000 m2 | 11.15000 1728.25| 15.00000 2325.00| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 1150.000 m | 11.75000 13512.50| 13.30000 15295.00| CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 260000.00000 260000.00| 205780.00000 205780.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 2284.000 m2 | 5.60000 12790.40| 4.00000 9136.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 404.666 m2 | 10.50000 4248.99| 7.15000 2893.36| SURFACE MILLING, ASPHALT | | | 0011 202-74025 350.000 m | 12.00000 4200.00| 12.00000 4200.00| FENCE, REMOVE | | | 0012 202-78515 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-93615 113.000 m2 | 15.00000 1695.00| 1.00000 113.00| CONCRETE, REMOVE | | | 0014 202-96151 LUMP| 2500.00000 2500.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 4551.000 m3 | 19.00000 86469.00| 24.00000 109224.00| EXCAVATION, COMMON | | | 0016 205-02229 35.000 m | 14.30000 500.50| 14.28000 499.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02237 27.000 EACH| 40.00000 1080.00| 40.00000 1080.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 210-05106 2.000 EACH| 5000.00000 10000.00| 600.00000 1200.00| CONCRETE WING WALL SUPPORT FOR ROLLER | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 210-06267 24.000 EACH| 260.00000 6240.00| 260.00000 6240.00| CURB STOP INCL CONN TO EXIST SERVICE | | | LINE, 25 mm | | | 0020 210-07104 6.000 EACH| 265.00000 1590.00| 265.00000 1590.00| ROLLER , FLAT W/300 mm EPOXY CTD ST | | | SADDLE WELD TO DIP | | | 0021 211-02060 1630.600 m3 | 20.00000 32612.00| 35.00000 57071.00| B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-06467 50.400 m3 | 89.00000 4485.60| 60.00000 3024.00| AGGREGATE FOR END BENT BACKFILL | | | 0023 303-52308 512.000 Mg | 21.30000 10905.60| 30.00000 15360.00| COMPACTED AGGREGATE, O, 53 | | | 0024 303-98541 232.000 Mg | 21.30000 4941.60| 40.00000 9280.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 304-06464 110.000 m3 | 40.50000 4455.00| 55.00000 6050.00| SUBBASE FOR PCCP | | | 0026 401-05437 8653.000 Mg | 34.00000 294202.00| 33.85000 292904.05| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 2138.000 Mg | 37.00000 79106.00| 37.20000 79533.60| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 972.000 Mg | 45.00000 43740.00| 47.85000 46510.20| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 4320.000 Mg | 30.00000 129600.00| 34.35000 148392.00| HMA BASE C25.0 mm, MAINLINE | | | 0030 402-05498 100.000 Mg | 50.00000 5000.00| 66.90000 6690.00| HMA FOR PARKING AREA | | | 0031 406-05520 13.600 Mg | 290.00000 3944.00| 500.00000 6800.00| ASPHALT FOR TACK COAT | | | 0032 601-01522 3.000 EACH| 1250.00000 3750.00| 800.00000 2400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-06224 1.000 EACH| 37100.00000 37100.00| 37100.00000 37100.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0036 601-94689 3.000 EACH| 2150.00000 6450.00| 2150.00000 6450.00| GUARDRAIL END TREATMENT, OS | | | 0037 602-06729 16.000 EACH| 4.50000 72.00| 1.00000 16.00| BARRIER DELINEATOR | | | 0038 603-01932 159.000 m | 85.00000 13515.00| 85.00000 13515.00| FENCE, CHAIN LINK, 2420 mm , MODIFIED | | | 0039 603-04847 1.000 EACH| 900.00000 900.00| 900.00000 900.00| FENCE GATE , CHAIN LINK, 1830 mm X 1520 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 603-06045 159.000 m | 74.00000 11766.00| 74.00000 11766.00| FENCE, CHAIN LINK, 1220 mm , MODIFIED | | | 0041 603-92636 293.000 m | 57.30000 16788.90| 57.50000 16847.50| FENCE, CHAIN LINK, 1830 mm | | | 0042 604-06069 260.000 m2 | 54.00000 14040.00| 34.25000 8905.00| CURB RAMP, CONCRETE | | | 0043 604-91531 2139.000 m2 | 31.50000 67378.50| 31.45000 67271.55| SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06140 1155.000 m | 38.00000 43890.00| 40.50000 46777.50| CURB AND GUTTER, CONCRETE | | | 0045 605-06155 24.700 m | 80.00000 1976.00| 39.65000 979.36| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-06255 2.100 m2 | 800.00000 1680.00| 550.00000 1155.00| CENTER CURB, D, CONCRETE | | | 0047 610-05527 241.300 Mg | 55.00000 13271.50| 40.15000 9688.20| HMA FOR APPROACHES | | | 0048 610-06257 491.000 m2 | 51.00000 25041.00| 80.00000 39280.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0049 611-05332 797.000 m2 | 52.00000 41444.00| 36.60000 29170.20| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0050 616-02320 485.000 m2 | 2.50000 1212.50| 3.11000 1508.35| GEOTEXTILES | | | 0051 616-06405 224.000 Mg | 23.00000 5152.00| 94.43000 21152.32| RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06575 503.000 m2 | 9.55000 4803.65| 9.55000 4803.65| SODDING, NURSERY | | | 0054 701-05687 163.200 m | 255.50000 41697.60| 74.40000 12142.08| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0055 701-96089 1593.800 m | 143.00000 227913.40| 73.70000 117463.06| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0056 701-98649 166.900 m | 255.00000 42559.50| 82.70000 13802.63| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0057 702-51005 114.800 m3 | 1070.00000 122836.00| 200.00000 22960.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-51100 218.400 kg | 14.50000 3166.80| 15.94000 3481.30| DRAIN PIPE, CAST IRON, 150 mm | | | 0059 702-51110 871.000 kg | 5.00000 4355.00| 3.55000 3092.05| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 703-51030 13455.000 kg | 1.36000 18298.80| 1.33000 17895.15| REINFORCING STEEL | | | 0061 703-51032 81659.000 kg | 1.62000 132287.58| 1.50000 122488.50| REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 542.800 m3 | 535.00000 290398.00| 1045.00000 567226.00| CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05734 3.000 EACH| 1290.00000 3870.00| 4500.00000 13500.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0064 706-51020 47.600 m3 | 500.00000 23800.00| 1900.00000 90440.00| CONCRETE, C, RAILING | | | 0065 707-05982 1336.000 m | 202.00000 269872.00| 253.15000 338208.40| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0066 709-51821 LUMP| 10200.00000 10200.00| 10641.54000 10641.54| SURFACE SEAL | | | 0067 712-04131 LUMP| 215000.00000 215000.00| 155000.00000 155000.00| STRUCTURE TEMPORARY PEDESTRIAN BRIDGE | | | 0068 714-44240 29.300 m3 | 166.00000 4863.80| 165.90000 4860.87| CONCRETE, A, STRUCTURES | | | 0069 715-01286 6.100 m | 258.00000 1573.80| 257.90000 1573.19| PIPE, DUCTILE IRON, 300 mm CL 52 W/ | | | PUSH ON JT | | | 0070 715-01429 765.010 m | 151.00000 115516.51| 150.50000 115134.01| PIPE, DUCTILE IRON, 400 mm CL 52 W/ | | | PUSH ON JT | | | 0071 715-01429 77.420 m | 735.00000 56903.70| 734.90000 56895.96| PIPE, DUCTILE IRON, 400 mm CL 56 W/ FL | | | JTS & 82.5 mm ALUM JACK INS | | | 0074 715-03795 30.480 m | 126.00000 3840.48| 125.90000 3837.43| PIPE, DUCTILE IRON, 150 mm CL 52 W/ | | | PUSH ON JT | | | 0075 715-04629 2.000 EACH| 1869.00000 3738.00| 1869.00000 3738.00| PIPE , 400 mm STAIN ST FL EXPANSION JT | | | 0076 715-04629 4.000 EACH| 603.00000 2412.00| 603.00000 2412.00| PIPE SUPPORT ASSY, GALV ST PIER W/ | | | 18.75 mm STAIN ST ANCHOR BOLTS | | | 0077 715-05024 410.000 m | 167.00000 68470.00| 167.10000 68511.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-05028 125.500 m | 107.00000 13428.50| 106.80000 13403.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0079 715-05032 124.200 m | 92.50000 11488.50| 92.60000 11500.92| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05048 1170.000 m | 21.80000 25506.00| 21.80000 25506.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05147 7.200 m | 243.00000 1749.60| 243.00000 1749.60| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0082 715-05153 71.000 m | 108.00000 7668.00| 108.40000 7696.40| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0083 715-05154 364.000 m | 114.50000 41678.00| 114.50000 41678.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0084 715-05155 120.000 m | 128.00000 15360.00| 127.70000 15324.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0085 715-05407 62.600 m | 35.00000 2191.00| 60.00000 3756.00| PIPE, END BENT DRAIN, 150 mm | | | 0086 715-05751 3.000 EACH| 2070.00000 6210.00| 2070.00000 6210.00| BUTTERFLY , 400 mm , VALVE & BOX | | | 0087 715-46005 1.000 EACH| 677.00000 677.00| 677.00000 677.00| PIPE END SECTION, 375 mm | | | 0088 715-46040 2.000 EACH| 1046.00000 2092.00| 1046.00000 2092.00| PIPE END SECTION, 900 mm | | | 0089 715-97544 48.770 m | 95.60000 4662.41| 95.60000 4662.41| PIPE, DUCTILE IRON, 200 mm CL 52 W/ | | | PUSH ON JT | | | 0090 718-52610 264.420 m3 | 19.60000 5182.63| 27.60000 7297.99| AGGREGATE FOR UNDERDRAINS | | | 0091 718-99153 3451.500 m2 | 1.00000 3451.50| 1.00000 3451.50| GEOTEXTILES FOR UNDERDRAIN | | | 0092 720-44000 12.000 EACH| 200.00000 2400.00| 200.00000 2400.00| CASTING, ADJUST TO GRADE | | | 0093 720-44296 3.000 EACH| 201.00000 603.00| 201.00000 603.00| CAP INLET | | | 0094 720-45045 13.000 EACH| 1132.00000 14716.00| 1132.00000 14716.00| INLET, J10 | | | 0095 720-45055 4.000 EACH| 1132.00000 4528.00| 1132.00000 4528.00| INLET, M10 | | | 0096 720-45410 14.000 EACH| 1323.00000 18522.00| 1323.00000 18522.00| MANHOLE, C4 | | | 0097 720-45415 9.000 EACH| 1478.00000 13302.00| 1478.00000 13302.00| MANHOLE, D4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 720-92493 1.000 EACH| 1747.00000 1747.00| 1747.00000 1747.00| MANHOLE, RECONSTRUCT | | | 0099 720-98174 9.000 EACH| 1898.00000 17082.00| 1898.00000 17082.00| INLET, B15 | | | 0100 720-98555 1.000 EACH| 1948.00000 1948.00| 1948.00000 1948.00| INLET, C15 | | | 0101 732-02744 1.000 EACH| 596.00000 596.00| 596.00000 596.00| GATE VALVE AND BOX, 150 mm , RESILENT | | | WEDGE | | | 0102 732-02745 2.000 EACH| 803.00000 1606.00| 803.00000 1606.00| GATE VALVE AND BOX, 200 mm , RESILENT | | | WEDGE | | | 0103 732-03063 2.000 EACH| 4731.00000 9462.00| 4731.00000 9462.00| TAPPING SLEEVE 200 mm X 200 mm STAIN ST | | | W/ 200 mm TAP VALVE & BOX | | | 0104 732-03063 2.000 EACH| 6303.00000 12606.00| 6303.00000 12606.00| TAPPING SLEEVE 400 mm x 300 mm STAIN ST | | | W/ 300 mm TAP VALVE & BOX | | | 0105 732-05560 1100.000 m | 30.40000 33440.00| 30.40000 33440.00| SERVICE LINE , 25 mm TYPE K, COPPER | | | 0106 732-05922 24.000 EACH| 207.00000 4968.00| 207.00000 4968.00| CORP. COCK, 25 mm INCL TAP ON 400 mm | | | DUCTILE IRON PIPE | | | 0107 732-91742 3.000 EACH| 2113.00000 6339.00| 2113.00000 6339.00| FIRE HYDRANT INCL AUXILIARY VALVE AND | | | BOX | | | 0108 732-93923 3265.310 kg | 8.40000 27428.60| 8.40000 27428.60| DUCTILE IRON WATER PIPE FITTINGS , | | | BOLTLESS, RESTRAINED | | | 0109 801-03290 2.000 EACH| 200.00000 400.00| 215.00000 430.00| CONSTRUCTION SIGN, C | | | 0110 801-04308 4.000 EACH| 206.00000 824.00| 154.00000 616.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06201 27.900 m2 | 140.00000 3906.00| 139.85000 3901.82| TEMPORARY PANEL SIGNS | | | 0112 801-06202 64.000 m | 25.00000 1600.00| 24.67000 1578.88| TEMPORARY PANEL SIGN SUPPORTS | | | 0113 801-06203 2424.000 m | 0.39000 945.36| 0.65000 1575.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0114 801-06605 2.000 EACH| 105.00000 210.00| 85.00000 170.00| BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 801-06606 4.000 EACH| 125.00000 500.00| 115.00000 460.00| BARRICADE, IIIB | | | 0116 801-06625 41.000 EACH| 144.00000 5904.00| 70.00000 2870.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0117 801-06640 20.000 EACH| 90.00000 1800.00| 82.00000 1640.00| CONSTRUCTION SIGN, A | | | 0118 801-06645 3.000 EACH| 40.00000 120.00| 32.00000 96.00| CONSTRUCTION SIGN, B | | | 0119 801-06775 LUMP| 4500.00000 4500.00| 5880.00000 5880.00| MAINTAINING TRAFFIC | | | 0120 802-05701 3.000 m | 32.80000 98.40| 22.24000 66.72| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0121 802-76025 1.080 m2 | 129.17000 139.50| 137.12000 148.09| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0122 805-01842 11.000 EACH| 500.00000 5500.00| 500.00000 5500.00| HANDHOLE, SIGNAL | | | 0123 805-01844 1105.000 m | 27.88000 30807.40| 27.88000 30807.40| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0124 805-02037 1.000 EACH| 1830.00000 1830.00| 1830.00000 1830.00| SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0125 805-02065 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2100 mm | | | 0126 805-02072 1.000 EACH| 2160.00000 2160.00| 2160.00000 2160.00| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0127 805-02077 1.000 EACH| 2855.00000 2855.00| 2855.00000 2855.00| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0128 805-02152 4.000 EACH| 380.00000 1520.00| 380.00000 1520.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0129 805-02328 716.000 m | 0.66000 472.56| 0.66000 472.56| SIGNAL CABLE, 1C 14GA. | | | 0130 805-03596 1152.000 m | 3.28000 3778.56| 3.28000 3778.56| SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0131 805-06592 122.800 m | 26.24000 3222.27| 26.24000 3222.27| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-78109 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-78205 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0134 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| SIGNAL SERVICE | | | 0135 805-78467 22.000 m | 3.94000 86.68| 3.94000 86.68| SIGNAL CABLE, 3C 8GA. | | | 0136 805-78480 274.000 m | 1.64000 449.36| 1.64000 449.36| SIGNAL CABLE, 3C 14GA. | | | 0137 805-78485 285.000 m | 2.62000 746.70| 2.62000 746.70| SIGNAL CABLE, 5C 14GA. | | | 0138 805-78490 94.000 m | 2.95000 277.30| 2.95000 277.30| SIGNAL CABLE, 7C 14GA. | | | 0139 805-78510 438.600 m | 1.97000 864.04| 1.97000 864.04| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0140 805-78785 5.000 EACH| 380.00000 1900.00| 380.00000 1900.00| SIGNAL DETECTOR HOUSING | | | 0141 805-78795 307.200 m | 26.24000 8060.93| 26.24000 8060.93| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78900 1.000 EACH| 500.00000 500.00| 500.00000 500.00| PEDESTAL FOUNDATION, A | | | 0143 805-78925 1.000 EACH| 500.00000 500.00| 500.00000 500.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0144 805-90005 1.000 EACH| 510.00000 510.00| 510.00000 510.00| SIGNAL PEDESTAL, 3.0 m | | | 0145 805-92504 1.000 EACH| 225.00000 225.00| 225.00000 225.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0146 805-96121 4.000 EACH| 100.00000 400.00| 100.00000 400.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0147 808-06701 317.000 m | 1.10000 348.70| 1.10000 348.70| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 51.000 m | 1.10000 56.10| 1.10000 56.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-75240 317.000 m | 1.10000 348.70| 1.10000 348.70| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0150 808-75245 1396.000 m | 1.10000 1535.60| 1.10000 1535.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75297 39.000 m | 9.00000 351.00| 9.00000 351.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 540 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,588,819.49 ROUTE : US 41 CALL ORDER : 540 CONTRACT ID : B -24958-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 36-1212130 | |ELLAS CONSTRUCTION CO |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-75300 91.000 m | 1.75000 159.25| 1.75000 159.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0154 808-75320 12.000 EACH| 45.00000 540.00| 45.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0155 808-75325 10.000 EACH| 55.00000 550.00| 55.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 202-02241 45.000 m | 20.00000 900.00| 15.00000 675.00| GUARDRAIL, REMOVE | | | 0158 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0159 715-04629 4.000 EACH| 1531.00000 6124.00| 1531.00000 6124.00| PIPE , DUCTILE IRON, 400 mm FL 22.5 DEG | | | BEND W/82.5 mm ALUM JACK INS | | | 0160 715-04629 2.000 EACH| 1698.00000 3396.00| 1698.00000 3396.00| PIPE , DUCTILE IRON, 400 mm FL 45 DEG | | | BEND W/82.5 mm ALUM JACK INS | | | 0161 808-75278 92.000 m | 3.20000 294.40| 2.20000 202.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | SECTION TOTALS | $ 3,849,801.01| $ 3,946,839.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,849,801.01| $ 3,946,839.29| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3630004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,050,286.24 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,065,666.10 101.4643% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,132,842.46 107.8603% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,134,693.27 108.0365% 5 35-1385672 FORCE CONSTRUCTION $ 1,194,411.75 113.7224% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 1,238,078.00 117.8800% 7 35-1057871 SMOCK FANSLER CORPORATION $ 1,281,553.94 122.0194% 8 35-1212938 ATLAS EXCAVATING, INC. $ 1,408,526.23 134.1087% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 1,714,878.74 163.2772% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1000.00000 10000.00| 1600.00000 16000.00| 2000.00000 20000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 8800.00000 8800.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 52500.00000 52500.00| 52700.00000 52700.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 100.00000 100.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 536.000 m2 | 9.50000 5092.00| 9.00000 4824.00| 12.50000 6700.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 55000.00000 55000.00| 127547.00000 127547.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5735.000 m2 | 1.65000 9462.75| 1.45000 8315.75| 1.00000 5735.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2850.000 m3 | 13.60000 38760.00| 9.10000 25935.00| 15.00000 42750.00 EXCAVATION, COMMON | | | 0009 203-02070 371.000 m3 | 15.00000 5565.00| 0.50000 185.50| 18.00000 6678.00 BORROW | | | 0010 203-51223 720.000 m3 | 15.00000 10800.00| 9.10000 6552.00| 10.00000 7200.00 EXCAVATION, WATERWAY | | | 0011 205-06931 48.000 Mg | 30.00000 1440.00| 30.00000 1440.00| 25.00000 1200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06933 3.000 EACH| 100.00000 300.00| 68.00000 204.00| 100.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 35.000 Mg | 30.00000 1050.00| 15.00000 525.00| 25.00000 875.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 150.000 m | 7.25000 1087.50| 6.15000 922.50| 5.00000 750.00 TEMPORARY SILT FENCE | | | 0015 206-51220 268.000 m3 | 50.00000 13400.00| 130.00000 34840.00| 100.00000 26800.00 EXCAVATION, WET | | | 0016 207-02045 920.000 m3 | 7.50000 6900.00| 2.00000 1840.00| 4.00000 3680.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 14.000 m3 | 27.50000 385.00| 40.00000 560.00| 40.00000 560.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 12.800 m3 | 200.00000 2560.00| 100.00000 1280.00| 150.00000 1920.00 FLOWABLE MORTAR | | | 0019 303-52308 1482.000 Mg | 18.75000 27787.50| 18.44000 27328.08| 18.00000 26676.00 COMPACTED AGGREGATE, O, 53 | | | 0020 305-05206 493.000 Mg | 57.50000 28347.50| 47.46000 23397.78| 53.90000 26572.70 WIDENING WITH HMA , TEMPORARY | | | 0021 402-05468 1004.000 Mg | 45.00000 45180.00| 37.29000 37439.16| 46.75000 46937.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1147.000 Mg | 38.50000 44159.50| 37.29000 42771.63| 40.70000 46682.90 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 520.000 Mg | 46.25000 24050.00| 49.72000 25854.40| 59.50000 30940.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 556.000 Mg | 43.50000 24186.00| 37.29000 20733.24| 46.75000 25993.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 405-05518 1090.000 m2 | 0.75000 817.50| 0.45000 490.50| 0.82000 893.80 ASPHALT FOR PRIME COAT | | | 0026 406-05521 14790.000 m2 | 0.06000 887.40| 0.05000 739.50| 0.06000 887.40 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 1320.00000 5280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-04746 2.000 EACH| 5000.00000 10000.00| 6215.00000 12430.00| 7095.00000 14190.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2200.00000 4400.00| 2542.00000 5084.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3250.00000 6500.00| 3672.00000 7344.00| 3465.00000 6930.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-97774 1.000 EACH| 900.00000 900.00| 960.00000 960.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-99105 99.060 m | 30.00000 2971.80| 36.73000 3638.47| 31.00000 3070.86 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99108 99.060 m | 44.00000 4358.64| 52.55000 5205.60| 45.50000 4507.23 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0034 602-06639 168.000 m | 54.00000 9072.00| 59.40000 9979.20| 40.00000 6720.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 166.000 m | 52.50000 8715.00| 52.80000 8764.80| 40.00000 6640.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 24.000 EACH| 8.50000 204.00| 10.00000 240.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0037 610-05527 29.900 Mg | 100.00000 2990.00| 101.70000 3040.83| 104.50000 3124.55 HMA FOR APPROACHES | | | 0038 610-06259 321.200 m2 | 56.50000 18147.80| 68.36000 21957.23| 75.00000 24090.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 611-06497 1.000 EACH| 180.00000 180.00| 158.00000 158.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 18.000 EACH| 110.00000 1980.00| 136.00000 2448.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0041 615-06510 3.000 EACH| 390.00000 1170.00| 395.00000 1185.00| 400.00000 1200.00 MONUMENT, C | | | 0042 616-02320 1400.000 m2 | 3.00000 4200.00| 1.81000 2534.00| 3.25000 4550.00 GEOTEXTILES | | | 0043 616-06405 750.000 Mg | 20.00000 15000.00| 19.35000 14512.50| 20.00000 15000.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 685.00000 1370.00| 452.00000 904.00| 440.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.200 Mg | 650.00000 780.00| 684.00000 820.80| 665.50000 798.60 FERTILIZER | | | 0046 621-06548 5.700 kg | 65.00000 370.50| 56.05000 319.49| 54.56000 310.99 SEED MIXTURE, CV | | | 0047 621-06553 209.000 kg | 9.50000 1985.50| 7.20000 1504.80| 7.00000 1463.00 SEED MIXTURE, R | | | 0048 621-06557 99.000 kg | 13.00000 1287.00| 7.00000 693.00| 6.80000 673.20 SEED MIXTURE, T | | | 0049 621-06565 9.900 Mg | 540.00000 5346.00| 522.00000 5167.80| 508.00000 5029.20 MULCHING MATERIAL | | | 0050 621-06567 29.000 kL | 1.00000 29.00| 0.62000 17.98| 0.60000 17.40 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06574 1601.000 m2 | 4.25000 6804.25| 3.84000 6147.84| 3.75000 6003.75 SODDING | | | 0052 622-52436 4.000 EACH| 30.00000 120.00| 28.00000 112.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 80.000 EACH| 13.50000 1080.00| 10.00000 800.00| 10.00000 800.00 SEEDLING | | | 0054 701-01849 1830.000 m | 72.50000 132675.00| 59.05000 108061.50| 55.00000 100650.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0055 702-51005 144.200 m3 | 375.00000 54075.00| 296.30000 42726.46| 450.00000 64890.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 15.200 m3 | 360.00000 5472.00| 741.00000 11263.20| 1000.00000 15200.00 CONCRETE, B, FOOTINGS | | | 0057 703-01540 92.000 EACH| 12.00000 1104.00| 11.66000 1072.72| 15.00000 1380.00 THREADED TIE BAR ASSEMBLY | | | 0058 703-51030 28414.000 kg | 1.35000 38358.90| 1.03000 29266.42| 1.20000 34096.80 REINFORCING STEEL | | | 0059 703-51032 24642.000 kg | 1.50000 36963.00| 1.22000 30063.24| 1.30000 32034.60 REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 375.200 m3 | 385.00000 144452.00| 424.80000 159384.96| 450.00000 168840.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 8.000 EACH| 950.00000 7600.00| 1400.00000 11200.00| 1100.00000 8800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-51020 26.800 m3 | 450.00000 12060.00| 348.50000 9339.80| 550.00000 14740.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 6000.00000 6000.00| 4175.00000 4175.00| 6000.00000 6000.00 SURFACE SEAL | | | 0064 715-05149 14.000 m | 45.00000 630.00| 64.00000 896.00| 75.00000 1050.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05169 12.000 m | 57.50000 690.00| 67.85000 814.20| 75.00000 900.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05171 17.000 m | 80.00000 1360.00| 77.59000 1319.03| 125.00000 2125.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05173 26.000 m | 120.00000 3120.00| 82.85000 2154.10| 100.00000 2600.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0068 715-46000 3.000 EACH| 225.00000 675.00| 150.00000 450.00| 225.00000 675.00 PIPE END SECTION, 300 mm | | | 0069 715-46005 2.000 EACH| 275.00000 550.00| 168.00000 336.00| 250.00000 500.00 PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 400.00000 800.00| 187.00000 374.00| 275.00000 550.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-46020 4.000 EACH| 480.00000 1920.00| 230.00000 920.00| 300.00000 1200.00 PIPE END SECTION, 600 mm | | | 0072 720-45030 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 1000.00000 1000.00 INLET, E7 | | | 0073 720-45069 2.000 EACH| 1350.00000 2700.00| 1400.00000 2800.00| 1800.00000 3600.00 INLET, P12 | | | 0074 801-06203 1640.000 m | 0.50000 820.00| 0.49000 803.60| 0.48000 787.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 5916.000 m | 3.25000 19227.00| 3.53000 20883.48| 3.43000 20291.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06640 24.000 EACH| 100.00000 2400.00| 90.00000 2160.00| 88.00000 2112.00 CONSTRUCTION SIGN, A | | | 0077 801-06710 150.000 DAY | 17.50000 2625.00| 21.00000 3150.00| 15.40000 2310.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 22500.00000 22500.00| 16488.00000 16488.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0079 808-06701 562.000 m | 1.10000 618.20| 1.13000 635.06| 1.10000 618.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0080 808-06703 1210.000 m | 1.10000 1331.00| 1.10000 1331.00| 1.10000 1331.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-06716 159.000 m | 2.00000 318.00| 1.85000 294.15| 1.80000 286.20 LINE, REMOVE | | | 0082 808-75051 80.000 m | 4.00000 320.00| 4.00000 320.00| 3.90000 312.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0083 808-75054 80.000 m | 4.00000 320.00| 4.00000 320.00| 3.90000 312.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0084 808-75059 20.000 m | 40.00000 800.00| 4.00000 80.00| 3.90000 78.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0085 808-75245 1040.000 m | 1.20000 1248.00| 1.10000 1144.00| 1.10000 1144.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75996 84.000 EACH| 15.00000 1260.00| 7.00000 588.00| 20.00000 1680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 84.000 EACH| 27.50000 2310.00| 28.00000 2352.00| 27.50000 2310.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 404-05511 2060.000 m2 | 1.75000 3605.00| 2.43000 5005.80| 1.65000 3399.00 SEAL COAT, 2 | | | SECTION TOTALS | $ 1,050,286.24| $ 1,065,666.10| $ 1,132,842.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,050,286.24| $ 1,065,666.10| $ 1,132,842.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 |(6) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1600.00000 16000.00| 1502.14000 15021.40| 1400.00000 14000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6800.00000 6800.00| 8700.00000 8700.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 63342.72000 63342.72| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| 2507.68000 2507.68| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 536.000 m2 | 9.00000 4824.00| 11.84000 6346.24| 12.00000 6432.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 112250.00000 112250.00| 65000.00000 65000.00| 84563.60000 84563.60 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5735.000 m2 | 3.00000 17205.00| 0.74000 4243.90| 2.60000 14911.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2850.000 m3 | 10.00000 28500.00| 12.09000 34456.50| 7.50000 21375.00 EXCAVATION, COMMON | | | 0009 203-02070 371.000 m3 | 18.50000 6863.50| 25.64000 9512.44| 11.00000 4081.00 BORROW | | | 0010 203-51223 720.000 m3 | 10.00000 7200.00| 11.48000 8265.60| 11.00000 7920.00 EXCAVATION, WATERWAY | | | 0011 205-06931 48.000 Mg | 8.50000 408.00| 38.70000 1857.60| 33.00000 1584.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 3.000 EACH| 62.00000 186.00| 109.29000 327.87| 60.00000 180.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 35.000 Mg | 10.00000 350.00| 39.49000 1382.15| 34.00000 1190.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 150.000 m | 5.70000 855.00| 5.44000 816.00| 5.50000 825.00 TEMPORARY SILT FENCE | | | 0015 206-51220 268.000 m3 | 30.00000 8040.00| 17.51000 4692.68| 135.00000 36180.00 EXCAVATION, WET | | | 0016 207-02045 920.000 m3 | 5.00000 4600.00| 10.00000 9200.00| 6.50000 5980.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 14.000 m3 | 25.00000 350.00| 68.57000 959.98| 40.00000 560.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 12.800 m3 | 150.00000 1920.00| 111.69000 1429.63| 150.00000 1920.00 FLOWABLE MORTAR | | | 0019 303-52308 1482.000 Mg | 19.50000 28899.00| 21.64000 32070.48| 19.50000 28899.00 COMPACTED AGGREGATE, O, 53 | | | 0020 305-05206 493.000 Mg | 42.00000 20706.00| 42.00000 20706.00| 44.50000 21938.50 WIDENING WITH HMA , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 |(6) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05468 1004.000 Mg | 33.00000 33132.00| 33.00000 33132.00| 35.00000 35140.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1147.000 Mg | 33.00000 37851.00| 33.00000 37851.00| 35.00000 40145.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 520.000 Mg | 44.00000 22880.00| 44.00000 22880.00| 46.50000 24180.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 556.000 Mg | 33.00000 18348.00| 42.50000 23630.00| 35.00000 19460.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 405-05518 1090.000 m2 | 0.40000 436.00| 0.40000 436.00| 0.45000 490.50 ASPHALT FOR PRIME COAT | | | 0026 406-05521 14790.000 m2 | 0.04000 591.60| 0.04000 591.60| 0.04000 591.60 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-04746 2.000 EACH| 6000.00000 12000.00| 6450.00000 12900.00| 6500.00000 13000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2100.00000 4200.00| 2000.00000 4000.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3300.00000 6600.00| 3150.00000 6300.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-97774 1.000 EACH| 950.00000 950.00| 900.00000 900.00| 945.00000 945.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 99.060 m | 29.50000 2922.27| 28.10000 2783.59| 29.00000 2872.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99108 99.060 m | 43.40000 4299.20| 41.30000 4091.18| 43.00000 4259.58 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0034 602-06639 168.000 m | 65.00000 10920.00| 90.00000 15120.00| 62.00000 10416.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 166.000 m | 55.00000 9130.00| 80.00000 13280.00| 58.00000 9628.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 24.000 EACH| 9.00000 216.00| 8.50000 204.00| 9.00000 216.00 BARRIER DELINEATOR | | | 0037 610-05527 29.900 Mg | 90.00000 2691.00| 90.00000 2691.00| 95.25000 2847.98 HMA FOR APPROACHES | | | 0038 610-06259 321.200 m2 | 70.00000 22484.00| 67.43000 21658.52| 80.00000 25696.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 611-06497 1.000 EACH| 190.00000 190.00| 180.00000 180.00| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 |(6) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06490 18.000 EACH| 110.00000 1980.00| 105.00000 1890.00| 110.00000 1980.00 RIGHT OF WAY MARKER | | | 0041 615-06510 3.000 EACH| 410.00000 1230.00| 390.00000 1170.00| 410.00000 1230.00 MONUMENT, C | | | 0042 616-02320 1400.000 m2 | 1.70000 2380.00| 2.53000 3542.00| 2.00000 2800.00 GEOTEXTILES | | | 0043 616-06405 750.000 Mg | 27.00000 20250.00| 24.71000 18532.50| 25.00000 18750.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 420.00000 840.00| 400.00000 800.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.200 Mg | 640.00000 768.00| 605.00000 726.00| 635.00000 762.00 FERTILIZER | | | 0046 621-06548 5.700 kg | 52.00000 296.40| 49.60000 282.72| 52.00000 296.40 SEED MIXTURE, CV | | | 0047 621-06553 209.000 kg | 6.75000 1410.75| 6.38000 1333.42| 6.70000 1400.30 SEED MIXTURE, R | | | 0048 621-06557 99.000 kg | 6.50000 643.50| 6.18000 611.82| 6.50000 643.50 SEED MIXTURE, T | | | 0049 621-06565 9.900 Mg | 485.00000 4801.50| 462.00000 4573.80| 485.00000 4801.50 MULCHING MATERIAL | | | 0050 621-06567 29.000 kL | 0.55000 15.95| 0.55000 15.95| 0.60000 17.40 WATER | | | 0051 621-06574 1601.000 m2 | 4.00000 6404.00| 3.40000 5443.40| 4.50000 7204.50 SODDING | | | 0052 622-52436 4.000 EACH| 26.00000 104.00| 25.00000 100.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 80.000 EACH| 9.30000 744.00| 8.85000 708.00| 9.30000 744.00 SEEDLING | | | 0054 701-01849 1830.000 m | 50.00000 91500.00| 76.13000 139317.90| 43.00000 78690.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0055 702-51005 144.200 m3 | 550.00000 79310.00| 523.66000 75511.77| 800.00000 115360.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 15.200 m3 | 700.00000 10640.00| 721.67000 10969.38| 900.00000 13680.00 CONCRETE, B, FOOTINGS | | | 0057 703-01540 92.000 EACH| 9.00000 828.00| 8.51000 782.92| 11.00000 1012.00 THREADED TIE BAR ASSEMBLY | | | 0058 703-51030 28414.000 kg | 1.05000 29834.70| 1.07000 30402.98| 1.05000 29834.70 REINFORCING STEEL | | | 0059 703-51032 24642.000 kg | 1.20000 29570.40| 1.31000 32281.02| 1.20000 29570.40 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 |(6) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 704-51002 375.200 m3 | 550.00000 206360.00| 620.38000 232766.58| 650.00000 243880.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1600.00000 12800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-51020 26.800 m3 | 475.00000 12730.00| 526.00000 14096.80| 560.00000 15008.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 5300.00000 5300.00| 4560.00000 4560.00| 4800.00000 4800.00 SURFACE SEAL | | | 0064 715-05149 14.000 m | 69.00000 966.00| 104.36000 1461.04| 83.00000 1162.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05169 12.000 m | 91.00000 1092.00| 116.82000 1401.84| 68.00000 816.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05171 17.000 m | 130.00000 2210.00| 126.75000 2154.75| 70.00000 1190.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05173 26.000 m | 82.00000 2132.00| 82.92000 2155.92| 97.00000 2522.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0068 715-46000 3.000 EACH| 240.00000 720.00| 530.97000 1592.91| 142.00000 426.00 PIPE END SECTION, 300 mm | | | 0069 715-46005 2.000 EACH| 260.00000 520.00| 549.94000 1099.88| 242.00000 484.00 PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 280.00000 560.00| 554.68000 1109.36| 260.00000 520.00 PIPE END SECTION, 450 mm | | | 0071 715-46020 4.000 EACH| 370.00000 1480.00| 692.59000 2770.36| 300.00000 1200.00 PIPE END SECTION, 600 mm | | | 0072 720-45030 1.000 EACH| 1750.00000 1750.00| 2151.93000 2151.93| 1200.00000 1200.00 INLET, E7 | | | 0073 720-45069 2.000 EACH| 1950.00000 3900.00| 2389.10000 4778.20| 1740.00000 3480.00 INLET, P12 | | | 0074 801-06203 1640.000 m | 0.40000 656.00| 0.43000 705.20| 0.55000 902.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 5916.000 m | 3.00000 17748.00| 3.12000 18457.92| 2.65000 15677.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06640 24.000 EACH| 90.00000 2160.00| 80.00000 1920.00| 95.00000 2280.00 CONSTRUCTION SIGN, A | | | 0077 801-06710 150.000 DAY | 15.00000 2250.00| 14.00000 2100.00| 20.00000 3000.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 30000.00000 30000.00| 49970.56000 49970.56| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0079 808-06701 562.000 m | 1.10000 618.20| 1.00000 562.00| 0.35000 196.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1385672 |(6) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06703 1210.000 m | 1.10000 1331.00| 0.98000 1185.80| 1.35000 1633.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-06716 159.000 m | 1.70000 270.30| 1.64000 260.76| 11.00000 1749.00 LINE, REMOVE | | | 0082 808-75051 80.000 m | 3.70000 296.00| 3.54000 283.20| 3.40000 272.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0083 808-75054 80.000 m | 3.70000 296.00| 3.54000 283.20| 3.40000 272.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0084 808-75059 20.000 m | 3.70000 74.00| 3.60000 72.00| 3.40000 68.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0085 808-75245 1040.000 m | 1.00000 1040.00| 0.98000 1019.20| 1.30000 1352.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75996 84.000 EACH| 6.00000 504.00| 25.00000 2100.00| 5.30000 445.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 84.000 EACH| 28.00000 2352.00| 25.00000 2100.00| 36.50000 3066.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 404-05511 2060.000 m2 | 2.15000 4429.00| 2.15000 4429.00| 2.30000 4738.00 SEAL COAT, 2 | | | SECTION TOTALS | $ 1,134,693.27| $ 1,194,411.75| $ 1,238,078.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,134,693.27| $ 1,194,411.75| $ 1,238,078.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1212938 |(9) 35-0918397 |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1200.00000 12000.00| 2000.00000 20000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 12000.00000 12000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| 71000.00000 71000.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 30000.00000 30000.00| 3400.00000 3400.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 536.000 m2 | 2.60000 1393.60| 14.00000 7504.00| 14.00000 7504.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 46000.00000 46000.00| 110000.00000 110000.00| 107000.00000 107000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5735.000 m2 | 0.80000 4588.00| 2.10000 12043.50| 1.50000 8602.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2850.000 m3 | 10.00000 28500.00| 10.00000 28500.00| 17.00000 48450.00 EXCAVATION, COMMON | | | 0009 203-02070 371.000 m3 | 25.00000 9275.00| 16.00000 5936.00| 31.00000 11501.00 BORROW | | | 0010 203-51223 720.000 m3 | 40.00000 28800.00| 13.00000 9360.00| 17.00000 12240.00 EXCAVATION, WATERWAY | | | 0011 205-06931 48.000 Mg | 30.00000 1440.00| 34.00000 1632.00| 44.00000 2112.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 3.000 EACH| 65.00000 195.00| 175.00000 525.00| 65.00000 195.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 35.000 Mg | 20.00000 700.00| 34.00000 1190.00| 44.00000 1540.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 150.000 m | 6.00000 900.00| 7.20000 1080.00| 6.00000 900.00 TEMPORARY SILT FENCE | | | 0015 206-51220 268.000 m3 | 55.00000 14740.00| 100.00000 26800.00| 675.00000 180900.00 EXCAVATION, WET | | | 0016 207-02045 920.000 m3 | 8.00000 7360.00| 6.00000 5520.00| 5.75000 5290.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 14.000 m3 | 35.00000 490.00| 55.00000 770.00| 16.00000 224.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 12.800 m3 | 110.00000 1408.00| 150.00000 1920.00| 85.00000 1088.00 FLOWABLE MORTAR | | | 0019 303-52308 1482.000 Mg | 23.00000 34086.00| 19.50000 28899.00| 22.00000 32604.00 COMPACTED AGGREGATE, O, 53 | | | 0020 305-05206 493.000 Mg | 47.00000 23171.00| 70.00000 34510.00| 50.00000 24650.00 WIDENING WITH HMA , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1212938 |(9) 35-0918397 |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05468 1004.000 Mg | 47.00000 47188.00| 42.00000 42168.00| 40.00000 40160.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1147.000 Mg | 47.00000 53909.00| 40.00000 45880.00| 38.00000 43586.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 520.000 Mg | 53.00000 27560.00| 53.00000 27560.00| 50.00000 26000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 556.000 Mg | 45.00000 25020.00| 41.00000 22796.00| 39.00000 21684.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 405-05518 1090.000 m2 | 1.00000 1090.00| 1.00000 1090.00| 0.90000 981.00 ASPHALT FOR PRIME COAT | | | 0026 406-05521 14790.000 m2 | 0.06000 887.40| 0.25000 3697.50| 0.20000 2958.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1260.00000 5040.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-04746 2.000 EACH| 6775.00000 13550.00| 6000.00000 12000.00| 5700.00000 11400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2200.00000 4400.00| 2500.00000 5000.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3500.00000 7000.00| 3450.00000 6900.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-97774 1.000 EACH| 950.00000 950.00| 900.00000 900.00| 875.00000 875.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 99.060 m | 30.00000 2971.80| 34.50000 3417.57| 34.00000 3368.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99108 99.060 m | 44.00000 4358.64| 48.50000 4804.41| 50.00000 4953.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0034 602-06639 168.000 m | 140.00000 23520.00| 100.00000 16800.00| 56.00000 9408.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 166.000 m | 130.00000 21580.00| 85.00000 14110.00| 50.00000 8300.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 24.000 EACH| 10.00000 240.00| 7.50000 180.00| 7.00000 168.00 BARRIER DELINEATOR | | | 0037 610-05527 29.900 Mg | 4.00000 119.60| 75.00000 2242.50| 69.00000 2063.10 HMA FOR APPROACHES | | | 0038 610-06259 321.200 m2 | 60.00000 19272.00| 59.00000 18950.80| 76.00000 24411.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 611-06497 1.000 EACH| 191.00000 191.00| 150.00000 150.00| 100.00000 100.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1212938 |(9) 35-0918397 |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06490 18.000 EACH| 110.00000 1980.00| 125.00000 2250.00| 125.00000 2250.00 RIGHT OF WAY MARKER | | | 0041 615-06510 3.000 EACH| 450.00000 1350.00| 370.00000 1110.00| 375.00000 1125.00 MONUMENT, C | | | 0042 616-02320 1400.000 m2 | 3.00000 4200.00| 5.00000 7000.00| 3.25000 4550.00 GEOTEXTILES | | | 0043 616-06405 750.000 Mg | 28.00000 21000.00| 24.00000 18000.00| 26.00000 19500.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 440.00000 880.00| 450.00000 900.00| 425.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.200 Mg | 650.00000 780.00| 630.00000 756.00| 625.00000 750.00 FERTILIZER | | | 0046 621-06548 5.700 kg | 55.00000 313.50| 52.00000 296.40| 51.00000 290.70 SEED MIXTURE, CV | | | 0047 621-06553 209.000 kg | 7.00000 1463.00| 6.90000 1442.10| 7.00000 1463.00 SEED MIXTURE, R | | | 0048 621-06557 99.000 kg | 7.00000 693.00| 6.50000 643.50| 6.50000 643.50 SEED MIXTURE, T | | | 0049 621-06565 9.900 Mg | 500.00000 4950.00| 495.00000 4900.50| 500.00000 4950.00 MULCHING MATERIAL | | | 0050 621-06567 29.000 kL | 0.60000 17.40| 0.75000 21.75| 0.60000 17.40 WATER | | | 0051 621-06574 1601.000 m2 | 4.00000 6404.00| 3.90000 6243.90| 3.70000 5923.70 SODDING | | | 0052 622-52436 4.000 EACH| 27.00000 108.00| 26.00000 104.00| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 80.000 EACH| 9.50000 760.00| 10.00000 800.00| 9.50000 760.00 SEEDLING | | | 0054 701-01849 1830.000 m | 110.00000 201300.00| 125.00000 228750.00| 110.00000 201300.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0055 702-51005 144.200 m3 | 580.00000 83636.00| 380.00000 54796.00| 975.00000 140595.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 15.200 m3 | 650.00000 9880.00| 550.00000 8360.00| 1625.00000 24700.00 CONCRETE, B, FOOTINGS | | | 0057 703-01540 92.000 EACH| 19.00000 1748.00| 18.00000 1656.00| 21.75000 2001.00 THREADED TIE BAR ASSEMBLY | | | 0058 703-51030 28414.000 kg | 1.10000 31255.40| 1.30000 36938.20| 1.40000 39779.60 REINFORCING STEEL | | | 0059 703-51032 24642.000 kg | 1.20000 29570.40| 1.40000 34498.80| 1.50000 36963.00 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1212938 |(9) 35-0918397 |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 704-51002 375.200 m3 | 605.00000 226996.00| 475.00000 178220.00| 925.00000 347060.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 8.000 EACH| 1320.00000 10560.00| 1400.00000 11200.00| 2200.00000 17600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-51020 26.800 m3 | 562.00000 15061.60| 570.00000 15276.00| 650.00000 17420.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 6500.00000 6500.00| 8500.00000 8500.00| 6250.00000 6250.00 SURFACE SEAL | | | 0064 715-05149 14.000 m | 80.00000 1120.00| 175.00000 2450.00| 79.00000 1106.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05169 12.000 m | 80.00000 960.00| 175.00000 2100.00| 92.00000 1104.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05171 17.000 m | 90.00000 1530.00| 190.00000 3230.00| 79.00000 1343.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05173 26.000 m | 90.00000 2340.00| 190.00000 4940.00| 98.00000 2548.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0068 715-46000 3.000 EACH| 250.00000 750.00| 190.00000 570.00| 280.00000 840.00 PIPE END SECTION, 300 mm | | | 0069 715-46005 2.000 EACH| 275.00000 550.00| 200.00000 400.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 300.00000 600.00| 225.00000 450.00| 340.00000 680.00 PIPE END SECTION, 450 mm | | | 0071 715-46020 4.000 EACH| 500.00000 2000.00| 250.00000 1000.00| 360.00000 1440.00 PIPE END SECTION, 600 mm | | | 0072 720-45030 1.000 EACH| 1200.00000 1200.00| 1100.00000 1100.00| 1275.00000 1275.00 INLET, E7 | | | 0073 720-45069 2.000 EACH| 1500.00000 3000.00| 1700.00000 3400.00| 2000.00000 4000.00 INLET, P12 | | | 0074 801-06203 1640.000 m | 0.60000 984.00| 0.50000 820.00| 0.55000 902.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 5916.000 m | 3.10000 18339.60| 3.25000 19227.00| 3.10000 18339.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06640 24.000 EACH| 80.00000 1920.00| 100.00000 2400.00| 80.00000 1920.00 CONSTRUCTION SIGN, A | | | 0077 801-06710 150.000 DAY | 26.00000 3900.00| 15.00000 2250.00| 15.00000 2250.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 12000.00000 12000.00| 94000.00000 94000.00| 9650.00000 9650.00 MAINTAINING TRAFFIC | | | 0079 808-06701 562.000 m | 1.00000 562.00| 1.15000 646.30| 0.95000 533.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 560 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,280,344.55 ROUTE : US 40 CALL ORDER : 560 CONTRACT ID : B -25750-A COUNTIES : HANCOCK LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1212938 |(9) 35-0918397 |SMOCK FANSLER CORPORATION |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06703 1210.000 m | 1.00000 1210.00| 1.15000 1391.50| 1.05000 1270.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-06716 159.000 m | 1.00000 159.00| 2.00000 318.00| 1.00000 159.00 LINE, REMOVE | | | 0082 808-75051 80.000 m | 4.25000 340.00| 3.90000 312.00| 4.00000 320.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0083 808-75054 80.000 m | 4.25000 340.00| 3.90000 312.00| 4.00000 320.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0084 808-75059 20.000 m | 4.25000 85.00| 3.90000 78.00| 4.00000 80.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0085 808-75245 1040.000 m | 1.00000 1040.00| 1.15000 1196.00| 1.00000 1040.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75996 84.000 EACH| 18.00000 1512.00| 12.00000 1008.00| 3.75000 315.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 84.000 EACH| 38.00000 3192.00| 37.00000 3108.00| 33.00000 2772.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 404-05511 2060.000 m2 | 2.00000 4120.00| 2.00000 4120.00| 1.75000 3605.00 SEAL COAT, 2 | | | SECTION TOTALS | $ 1,281,553.94| $ 1,408,526.23| $ 1,714,878.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,281,553.94| $ 1,408,526.23| $ 1,714,878.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0990016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 193,672.41 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 194,336.33 100.3428% 3 35-1447641 STRUCTURE CONTRACTORS $ 213,367.64 110.1693% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 244,439.60 126.2129% 5 35-1057237 MCCOY, R.L., INC. $ 248,234.19 128.1722% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 290,894.40 150.1991% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1447641 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|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 6.000 MOS | 900.00000 5400.00| 900.00000 5400.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2900.00000 2900.00| 1500.00000 1500.00| 800.00000 800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9700.00000 9700.00| 9500.00000 9500.00| 10500.00000 10500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 190.000 m | 19.00000 3610.00| 12.00000 2280.00| 20.00000 3800.00 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 20400.00000 20400.00| 15500.00000 15500.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 1259.000 m2 | 6.35000 7994.65| 6.75000 8498.25| 12.00000 15108.00 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-52710 10.800 m2 | 12.00000 129.60| 15.00000 162.00| 125.00000 1350.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 435.000 m2 | 2.10000 913.50| 5.50000 2392.50| 6.00000 2610.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1259.000 m2 | 0.80000 1007.20| 5.50000 6924.50| 5.00000 6295.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 406-05521 435.000 m2 | 0.15000 65.25| 0.20000 87.00| 0.15000 65.25 ASPHALT FOR TACK COAT | | | 0011 601-01128 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0012 601-04746 1.000 EACH| 4900.00000 4900.00| 4500.00000 4500.00| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1447641 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-94689 4.000 EACH| 2200.00000 8800.00| 2250.00000 9000.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-99105 43.815 m | 34.00000 1489.71| 35.00000 1533.53| 36.00000 1577.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06639 60.000 m | 75.00000 4500.00| 55.00000 3300.00| 65.00000 3900.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0016 602-06646 95.500 m | 75.00000 7162.50| 50.00000 4775.00| 60.00000 5730.00 TEMPORARY CONCRETE BARRIER | | | 0017 604-91531 10.800 m2 | 52.00000 561.60| 24.00000 259.20| 100.00000 1080.00 SIDEWALK, CONCRETE, 100 mm | | | 0018 610-05527 20.500 Mg | 205.00000 4202.50| 220.00000 4510.00| 205.00000 4202.50 HMA FOR APPROACHES | | | 0019 619-98427 4.000 EACH| 50.00000 200.00| 250.00000 1000.00| 400.00000 1600.00 CLEAN DRAINS | | | 0020 702-51863 20.000 EACH| 15.00000 300.00| 10.00000 200.00| 15.00000 300.00 FIELD DRILLED HOLE IN CONCRETE | | | 0021 702-90915 19.800 m3 | 470.00000 9306.00| 440.00000 8712.00| 300.00000 5940.00 CONCRETE, A | | | 0022 703-51032 1752.000 kg | 1.40000 2452.80| 2.00000 3504.00| 2.00000 3504.00 REINFORCING STEEL, EPOXY COATED | | | 0023 706-05733 4.000 EACH| 1400.00000 5600.00| 1100.00000 4400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0024 706-51020 0.400 m3 | 1800.00000 720.00| 1000.00000 400.00| 225.00000 90.00 CONCRETE, C, RAILING | | | 0025 709-51821 LUMP| 5100.00000 5100.00| 4250.00000 4250.00| 5000.00000 5000.00 SURFACE SEAL | | | 0026 722-51401 5.000 m2 | 200.00000 1000.00| 150.00000 750.00| 317.21000 1586.05 BRIDGE DECK PATCHING, FULL DEPTH | | | 0027 722-51842 1259.000 m2 | 40.00000 50360.00| 43.50000 54766.50| 45.00000 56655.00 BRIDGE DECK OVERLAY | | | 0028 722-51846 13.500 m3 | 395.00000 5332.50| 395.00000 5332.50| 395.00000 5332.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0029 722-51852 189.000 m2 | 60.00000 11340.00| 50.00000 9450.00| 70.00000 13230.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0030 724-04163 40.000 m | 38.00000 1520.00| 77.50000 3100.00| 110.00000 4400.00 STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0031 801-03290 2.000 EACH| 105.00000 210.00| 110.00000 220.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0032 801-06203 906.000 m | 0.44000 398.64| 0.55000 498.30| 0.50000 453.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0033 801-06207 472.000 m | 3.28000 1548.16| 3.30000 1557.60| 3.50000 1652.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1447641 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06640 13.000 EACH| 65.00000 845.00| 100.00000 1300.00| 65.00000 845.00 CONSTRUCTION SIGN, A | | | 0035 801-06645 2.000 EACH| 35.00000 70.00| 35.00000 70.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0036 801-06710 180.000 DAY | 16.00000 2880.00| 17.50000 3150.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0037 801-06775 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0038 805-01844 38.000 m | 5.00000 190.00| 27.50000 1045.00| 50.00000 1900.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0039 808-06711 92.000 m | 1.50000 138.00| 1.60000 147.20| 1.50000 138.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0040 808-06714 316.000 m | 1.05000 331.80| 1.25000 395.00| 1.50000 474.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-06716 385.000 m | 1.80000 693.00| 2.25000 866.25| 2.00000 770.00 LINE, REMOVE | | | SECTION TOTALS | $ 193,672.41| $ 194,336.33| $ 213,367.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,672.41| $ 194,336.33| $ 213,367.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1618530 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1440.00000 8640.00| 500.00000 3000.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2600.00000 2600.00| 4000.00000 4000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11980.00000 11980.00| 12400.00000 12400.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 190.000 m | 19.00000 3610.00| 19.00000 3610.00| 11.50000 2185.00 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 26010.00000 26010.00| 57000.00000 57000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 1259.000 m2 | 9.40000 11834.60| 7.00000 8813.00| 5.00000 6295.00 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-52710 10.800 m2 | 38.20000 412.56| 45.00000 486.00| 110.00000 1188.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 435.000 m2 | 8.20000 3567.00| 7.00000 3045.00| 5.00000 2175.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1259.000 m2 | 5.10000 6420.90| 7.00000 8813.00| 5.00000 6295.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 406-05521 435.000 m2 | 0.10000 43.50| 0.15000 65.25| 0.18000 78.30 ASPHALT FOR TACK COAT | | | 0011 601-01128 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0012 601-04746 1.000 EACH| 4900.00000 4900.00| 4900.00000 4900.00| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0013 601-94689 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0014 601-99105 43.815 m | 34.00000 1489.71| 34.00000 1489.71| 33.00000 1445.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06639 60.000 m | 109.80000 6588.00| 70.00000 4200.00| 125.00000 7500.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0016 602-06646 95.500 m | 91.30000 8719.15| 65.00000 6207.50| 125.00000 11937.50 TEMPORARY CONCRETE BARRIER | | | 0017 604-91531 10.800 m2 | 76.60000 827.28| 65.00000 702.00| 200.00000 2160.00 SIDEWALK, CONCRETE, 100 mm | | | 0018 610-05527 20.500 Mg | 160.00000 3280.00| 205.00000 4202.50| 225.00000 4612.50 HMA FOR APPROACHES | | | 0019 619-98427 4.000 EACH| 30.00000 120.00| 200.00000 800.00| 600.00000 2400.00 CLEAN DRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1618530 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-51863 20.000 EACH| 8.40000 168.00| 9.00000 180.00| 10.00000 200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0021 702-90915 19.800 m3 | 303.00000 5999.40| 600.00000 11880.00| 650.00000 12870.00 CONCRETE, A | | | 0022 703-51032 1752.000 kg | 1.40000 2452.80| 1.45000 2540.40| 1.55000 2715.60 REINFORCING STEEL, EPOXY COATED | | | 0023 706-05733 4.000 EACH| 1570.00000 6280.00| 1800.00000 7200.00| 1700.00000 6800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0024 706-51020 0.400 m3 | 2140.00000 856.00| 1200.00000 480.00| 3000.00000 1200.00 CONCRETE, C, RAILING | | | 0025 709-51821 LUMP| 4650.00000 4650.00| 4000.00000 4000.00| 4000.00000 4000.00 SURFACE SEAL | | | 0026 722-51401 5.000 m2 | 321.00000 1605.00| 100.00000 500.00| 200.00000 1000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0027 722-51842 1259.000 m2 | 51.50000 64838.50| 38.00000 47842.00| 61.50000 77428.50 BRIDGE DECK OVERLAY | | | 0028 722-51846 13.500 m3 | 395.00000 5332.50| 395.00000 5332.50| 395.00000 5332.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0029 722-51852 189.000 m2 | 128.50000 24286.50| 75.00000 14175.00| 90.00000 17010.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0030 724-04163 40.000 m | 103.10000 4124.00| 100.00000 4000.00| 170.00000 6800.00 STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0031 801-03290 2.000 EACH| 105.00000 210.00| 79.50000 159.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0032 801-06203 906.000 m | 0.44000 398.64| 0.37000 335.22| 0.50000 453.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0033 801-06207 472.000 m | 3.28000 1548.16| 4.14000 1954.08| 3.50000 1652.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0034 801-06640 13.000 EACH| 65.00000 845.00| 78.00000 1014.00| 100.00000 1300.00 CONSTRUCTION SIGN, A | | | 0035 801-06645 2.000 EACH| 35.00000 70.00| 16.00000 32.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0036 801-06710 180.000 DAY | 15.00000 2700.00| 20.00000 3600.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0037 801-06775 LUMP| 2130.00000 2130.00| 4000.00000 4000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0038 805-01844 38.000 m | 14.20000 539.60| 30.00000 1140.00| 50.00000 1900.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0039 808-06711 92.000 m | 1.50000 138.00| 1.36000 125.12| 1.60000 147.20 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 570 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,917.64 ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : B -25752-A COUNTIES : GRANT LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1057237 |(6) 35-1618530 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06714 316.000 m | 1.05000 331.80| 1.36000 429.76| 1.15000 363.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-06716 385.000 m | 1.80000 693.00| 0.99000 381.15| 2.00000 770.00 LINE, REMOVE | | | SECTION TOTALS | $ 244,439.60| $ 248,234.19| $ 290,894.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,439.60| $ 248,234.19| $ 290,894.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4352002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 546,860.01 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID $ 589,987.38 107.8863% 3 35-1523985 WIRTZ & YATES, INC. $ 625,923.80 114.4577% 4 35-1212938 ATLAS EXCAVATING, INC. $ 668,945.79 122.3248% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 858,595.95 157.0047% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 |(3) 35-1523985 |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 1288.00000 11592.00| 2000.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 10600.00000 10600.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 30400.00000 30400.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 196.800 m2 | 14.00000 2755.20| 5.00000 984.00| 23.88000 4699.58 PAVEMENT, REMOVE | | | 0005 202-02241 136.550 m | 30.00000 4096.50| 30.00000 4096.50| 22.00000 3004.10 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 92000.00000 92000.00| 105200.00000 105200.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 384.000 m2 | 7.00000 2688.00| 11.00000 4224.00| 10.00000 3840.00 SURFACE MILLING, ASPHALT | | | 0008 203-02055 446.000 m3 | 12.00000 5352.00| 24.00000 10704.00| 10.46000 4665.16 EMBANKMENT | | | 0010 211-02060 2.300 m3 | 30.00000 69.00| 54.00000 124.20| 100.00000 230.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 211-06467 18.400 m3 | 15.00000 276.00| 84.00000 1545.60| 50.00000 920.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 122.300 Mg | 20.00000 2446.00| 20.00000 2446.00| 16.43000 2009.39 COMPACTED AGGREGATE, O, 53 | | | 0013 405-05518 202.300 m2 | 1.00000 202.30| 1.00000 202.30| 2.40000 485.52 ASPHALT FOR PRIME COAT | | | 0014 406-05520 0.492 Mg | 300.00000 147.60| 300.00000 147.60| 400.00000 196.80 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 |(3) 35-1523985 |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01128 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0016 601-01701 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0017 601-01846 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-04746 3.000 EACH| 4400.00000 13200.00| 4400.00000 13200.00| 4928.00000 14784.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 1.000 EACH| 2300.00000 2300.00| 2300.00000 2300.00| 2600.00000 2600.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 24.765 m | 40.00000 990.60| 40.00000 990.60| 60.00000 1485.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 99.800 m | 90.00000 8982.00| 70.00000 6986.00| 90.00000 8982.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 109.000 m | 45.00000 4905.00| 61.00000 6649.00| 90.00000 9810.00 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 14.000 EACH| 20.00000 280.00| 8.00000 112.00| 20.00000 280.00 BARRIER DELINEATOR | | | 0024 610-05527 548.400 Mg | 78.00000 42775.20| 66.00000 36194.40| 108.65000 59583.66 HMA FOR APPROACHES | | | 0025 610-06257 195.600 m2 | 74.00000 14474.40| 56.00000 10953.60| 57.42000 11231.35 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 1273.000 m2 | 3.00000 3819.00| 1.70000 2164.10| 3.60000 4582.80 GEOTEXTILES | | | 0027 616-06405 1051.000 Mg | 30.00000 31530.00| 26.00000 27326.00| 22.00000 23122.00 RIPRAP, REVETMENT | | | 0028 702-51005 10.400 m3 | 600.00000 6240.00| 410.00000 4264.00| 784.00000 8153.60 CONCRETE, A, SUBSTRUCTURE | | | 0029 703-51030 2765.000 kg | 1.15000 3179.75| 1.30000 3594.50| 1.30000 3594.50 REINFORCING STEEL | | | 0030 703-51032 43521.000 kg | 1.20000 52225.20| 1.20000 52225.20| 1.38000 60058.98 REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 224.000 m3 | 450.00000 100800.00| 620.00000 138880.00| 470.00000 105280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05733 4.000 EACH| 1200.00000 4800.00| 1620.00000 6480.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0033 706-51025 157.580 m | 150.00000 23637.00| 104.00000 16388.32| 131.00000 20642.98 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 |(3) 35-1523985 |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 8000.00000 8000.00| 7520.00000 7520.00| 9000.00000 9000.00 SURFACE SEAL | | | 0035 711-98209 28.000 m2 | 100.00000 2800.00| 192.00000 5376.00| 322.00000 9016.00 BOX BEAM PATCHING | | | 0037 715-46020 1.000 EACH| 300.00000 300.00| 233.20000 233.20| 450.00000 450.00 PIPE END SECTION, 600 mm | | | 0038 724-51925 28.800 m | 300.00000 8640.00| 291.00000 8380.80| 270.00000 7776.00 STRUCTURAL EXPANSION JOINT, SS | | | 0039 801-01851 LUMP| 24000.00000 24000.00| 21360.00000 21360.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 435.000 m | 0.37000 160.95| 0.37000 160.95| 1.40000 609.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 2289.000 m | 2.90000 6638.10| 2.90000 6638.10| 3.60000 8240.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06218 14.600 m | 25.20000 367.92| 25.20000 367.92| 28.00000 408.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0043 801-06606 3.000 EACH| 73.00000 219.00| 73.00000 219.00| 300.00000 900.00 BARRICADE, IIIB | | | 0044 801-06640 28.000 EACH| 62.50000 1750.00| 62.50000 1750.00| 200.00000 5600.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 29.00000 58.00| 29.00000 58.00| 100.00000 200.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 7000.00000 7000.00| 14026.00000 14026.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0047 808-06712 70.000 m | 0.75000 52.50| 0.75000 52.50| 1.20000 84.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 633.600 m | 0.75000 475.20| 0.75000 475.20| 1.15000 728.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-06714 353.600 m | 0.75000 265.20| 0.75000 265.20| 1.15000 406.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0050 808-06716 911.000 m | 0.99000 901.89| 0.99000 901.89| 2.00000 1822.00 LINE, REMOVE | | | 0051 715-05597 12.200 m | 125.00000 1525.00| 106.00000 1293.20| 100.00000 1220.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0052 621-01004 1.000 EACH| 800.00000 800.00| 200.00000 200.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06559 410.000 m2 | 1.55000 635.50| 1.55000 635.50| 2.00000 820.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 |(3) 35-1523985 |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 546,860.01| $ 589,987.38| $ 625,923.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 546,860.01| $ 589,987.38| $ 625,923.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1200.00000 10800.00| 1200.00000 10800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 14000.00000 14000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34000.00000 34000.00| 42500.00000 42500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 196.800 m2 | 16.50000 3247.20| 20.00000 3936.00| PAVEMENT, REMOVE | | | 0005 202-02241 136.550 m | 32.00000 4369.60| 16.00000 2184.80| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 159000.00000 159000.00| 275000.00000 275000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 384.000 m2 | 6.00000 2304.00| 14.00000 5376.00| SURFACE MILLING, ASPHALT | | | 0008 203-02055 446.000 m3 | 24.00000 10704.00| 35.00000 15610.00| EMBANKMENT | | | 0010 211-02060 2.300 m3 | 85.00000 195.50| 100.00000 230.00| B BORROW FOR STRUCTURE BACKFILL | | | 0011 211-06467 18.400 m3 | 95.00000 1748.00| 70.00000 1288.00| AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 122.300 Mg | 18.00000 2201.40| 30.00000 3669.00| COMPACTED AGGREGATE, O, 53 | | | 0013 405-05518 202.300 m2 | 3.80000 768.74| 3.75000 758.63| ASPHALT FOR PRIME COAT | | | 0014 406-05520 0.492 Mg | 600.00000 295.20| 600.00000 295.20| ASPHALT FOR TACK COAT | | | 0015 601-01128 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE WGB | | | 0016 601-01701 1.000 EACH| 1900.00000 1900.00| 1750.00000 1750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0017 601-01846 2.000 EACH| 1900.00000 3800.00| 1750.00000 3500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-04746 3.000 EACH| 4800.00000 14400.00| 5000.00000 15000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 1.000 EACH| 2600.00000 2600.00| 2300.00000 2300.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 24.765 m | 42.00000 1040.13| 37.00000 916.31| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06639 99.800 m | 100.00000 9980.00| 100.00000 9980.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 109.000 m | 85.00000 9265.00| 100.00000 10900.00| TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 14.000 EACH| 7.50000 105.00| 7.50000 105.00| BARRIER DELINEATOR | | | 0024 610-05527 548.400 Mg | 62.00000 34000.80| 60.00000 32904.00| HMA FOR APPROACHES | | | 0025 610-06257 195.600 m2 | 55.00000 10758.00| 90.00000 17604.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 1273.000 m2 | 4.50000 5728.50| 4.00000 5092.00| GEOTEXTILES | | | 0027 616-06405 1051.000 Mg | 21.00000 22071.00| 32.00000 33632.00| RIPRAP, REVETMENT | | | 0028 702-51005 10.400 m3 | 620.00000 6448.00| 1000.00000 10400.00| CONCRETE, A, SUBSTRUCTURE | | | 0029 703-51030 2765.000 kg | 1.45000 4009.25| 1.35000 3732.75| REINFORCING STEEL | | | 0030 703-51032 43521.000 kg | 1.55000 67457.55| 1.60000 69633.60| REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 224.000 m3 | 525.00000 117600.00| 650.00000 145600.00| CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05733 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0033 706-51025 157.580 m | 145.00000 22849.10| 140.00000 22061.20| CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 11000.00000 11000.00| 8000.00000 8000.00| SURFACE SEAL | | | 0035 711-98209 28.000 m2 | 195.00000 5460.00| 270.00000 7560.00| BOX BEAM PATCHING | | | 0037 715-46020 1.000 EACH| 400.00000 400.00| 350.00000 350.00| PIPE END SECTION, 600 mm | | | 0038 724-51925 28.800 m | 310.00000 8928.00| 600.00000 17280.00| STRUCTURAL EXPANSION JOINT, SS | | | 0039 801-01851 LUMP| 23000.00000 23000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 435.000 m | 1.40000 609.00| 0.40000 174.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 2289.000 m | 3.60000 8240.40| 3.00000 6867.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 580 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,814.19 ROUTE : SR 19 CALL ORDER : 580 CONTRACT ID : B -25753-A COUNTIES : MIAMI LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06218 14.600 m | 24.00000 350.40| 26.00000 379.60| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0043 801-06606 3.000 EACH| 170.00000 510.00| 85.00000 255.00| BARRICADE, IIIB | | | 0044 801-06640 28.000 EACH| 175.00000 4900.00| 70.00000 1960.00| CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 75.00000 150.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0047 808-06712 70.000 m | 1.10000 77.00| 0.80000 56.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 633.600 m | 1.10000 696.96| 0.80000 506.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-06714 353.600 m | 1.10000 388.96| 0.80000 282.88| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0050 808-06716 911.000 m | 2.10000 1913.10| 1.10000 1002.10| LINE, REMOVE | | | 0051 715-05597 12.200 m | 140.00000 1708.00| 165.00000 2013.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0052 621-01004 1.000 EACH| 230.00000 230.00| 225.00000 225.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06559 410.000 m2 | 1.80000 738.00| 1.60000 656.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 668,945.79| $ 858,595.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 668,945.79| $ 858,595.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,427,417.90 100.0000% 2 35-1878024 RAGLE, INC. $ 1,524,796.65 106.8220% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,588,899.65 111.3128% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,617,753.50 113.3342% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,639,354.61 114.8475% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,663,761.18 116.5573% 7 35-1523985 WIRTZ & YATES, INC. $ 1,667,398.88 116.8122% 8 35-1111003 WHITE CONSTRUCTION, INC. $ 1,706,987.35 119.5856% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1250.00000 10000.00| 1000.00000 8000.00| 1200.00000 9600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14100.00000 14100.00| 6000.00000 6000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 76000.00000 76000.00| 79500.00000 79500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 174.000 m2 | 16.00000 2784.00| 15.00000 2610.00| 16.00000 2784.00 PAVEMENT, REMOVE | | | 0005 202-02241 895.000 m | 4.00000 3580.00| 5.00000 4475.00| 6.00000 5370.00 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 160.00000 320.00| 175.00000 350.00| 150.00000 300.00 HEADWALL, REMOVE | | | 0007 202-51133 318.000 m | 8.00000 2544.00| 8.00000 2544.00| 7.00000 2226.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 100000.00000 100000.00| 165000.00000 165000.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 216.000 m2 | 10.00000 2160.00| 12.00000 2592.00| 10.20000 2203.20 SURFACE MILLING, ASPHALT | | | 0010 203-02000 24.000 m3 | 35.00000 840.00| 20.00000 480.00| 30.00000 720.00 EXCAVATION, COMMON | | | 0011 203-02070 141.000 m3 | 50.00000 7050.00| 23.00000 3243.00| 15.00000 2115.00 BORROW | | | 0012 203-02080 0.817 km | 10000.00000 8170.00| 9000.00000 7353.00| 20000.00000 16340.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 80.000 m | 11.00000 880.00| 3.00000 240.00| 7.50000 600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 12.000 m | 85.00000 1020.00| 45.00000 540.00| 150.00000 1800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 206-51220 295.000 m3 | 45.00000 13275.00| 330.00000 97350.00| 80.00000 23600.00 EXCAVATION, WET | | | 0016 206-51225 162.000 m3 | 10.00000 1620.00| 22.00000 3564.00| 40.00000 6480.00 EXCAVATION, DRY | | | 0017 211-02060 136.000 m3 | 48.00000 6528.00| 29.00000 3944.00| 29.00000 3944.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 211-06467 34.000 m3 | 65.00000 2210.00| 50.00000 1700.00| 90.00000 3060.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 303-52308 1179.000 Mg | 22.00000 25938.00| 18.00000 21222.00| 16.00000 18864.00 COMPACTED AGGREGATE, O, 53 | | | 0020 406-05521 1652.000 m2 | 0.50000 826.00| 0.50000 826.00| 0.60000 991.20 ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1135.00000 3405.00| 1135.00000 3405.00| 1300.00000 3900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-94690 2.000 EACH| 3150.00000 6300.00| 3150.00000 6300.00| 3400.00000 6800.00 GUARDRAIL END TREATMENT, MS | | | 0024 601-99105 800.000 m | 28.25000 22600.00| 28.25000 22600.00| 31.00000 24800.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99108 171.000 m | 41.50000 7096.50| 41.50000 7096.50| 44.00000 7524.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0026 602-06729 24.000 EACH| 7.00000 168.00| 5.00000 120.00| 7.50000 180.00 BARRIER DELINEATOR | | | 0027 610-05527 894.000 Mg | 58.00000 51852.00| 60.00000 53640.00| 66.00000 59004.00 HMA FOR APPROACHES | | | 0028 610-06257 226.000 m2 | 55.00000 12430.00| 54.00000 12204.00| 51.00000 11526.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-91761 2.000 EACH| 30000.00000 60000.00| 35500.00000 71000.00| 30000.00000 60000.00 TEMPORARY CROSSOVER, A | | | 0030 616-02320 971.000 m2 | 3.50000 3398.50| 1.50000 1456.50| 4.20000 4078.20 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 616-05689 528.000 Mg | 22.00000 11616.00| 31.50000 16632.00| 100.00000 52800.00 RIPRAP, CLASS 2 | | | 0032 616-06405 121.000 Mg | 22.00000 2662.00| 18.50000 2238.50| 33.00000 3993.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1200.000 m2 | 0.73000 876.00| 1.00000 1200.00| 1.75000 2100.00 MULCHED SEEDING, R | | | 0035 621-06574 58.100 m2 | 25.00000 1452.50| 10.00000 581.00| 28.00000 1626.80 SODDING | | | 0036 701-03753 466.000 m | 100.00000 46600.00| 80.00000 37280.00| 120.00000 55920.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0037 702-51005 159.500 m3 | 425.00000 67787.50| 600.00000 95700.00| 390.00000 62205.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 91.600 m3 | 400.00000 36640.00| 300.00000 27480.00| 290.00000 26564.00 CONCRETE, B, FOOTINGS | | | 0039 702-51100 558.000 kg | 6.00000 3348.00| 8.50000 4743.00| 10.00000 5580.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0040 702-51110 2265.000 kg | 7.00000 15855.00| 6.00000 13590.00| 3.40000 7701.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 378.000 EACH| 12.00000 4536.00| 9.00000 3402.00| 10.50000 3969.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 10235.000 kg | 1.20000 12282.00| 1.20000 12282.00| 1.45000 14840.75 REINFORCING STEEL | | | 0043 703-51032 66515.000 kg | 1.40000 93121.00| 1.25000 83143.75| 1.50000 99772.50 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 453.400 m3 | 450.00000 204030.00| 425.00000 192695.00| 360.00000 163224.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1250.00000 5000.00| 1000.00000 4000.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51025 308.000 m | 125.00000 38500.00| 85.00000 26180.00| 80.00000 24640.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 9000.00000 9000.00| 10120.00000 10120.00| 15000.00000 15000.00 SURFACE SEAL | | | 0048 711-51038 LUMP| 249000.00000 249000.00| 206000.00000 206000.00| 280000.00000 280000.00 STRUCTURAL STEEL | | | 0049 711-51080 1.000 EACH| 100.00000 100.00| 275.00000 275.00| 85.00000 85.00 ANCHOR PLATE, AP3 | | | 0050 711-51864 1354.000 EACH| 17.00000 23018.00| 17.00000 23018.00| 18.00000 24372.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 711-93035 LUMP| 29000.00000 29000.00| 37000.00000 37000.00| 19000.00000 19000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0052 711-96800 4648.000 EACH| 2.00000 9296.00| 2.00000 9296.00| 2.00000 9296.00 STUD SHEAR CONNECTOR | | | 0053 715-05053 6.000 m | 80.00000 480.00| 35.00000 210.00| 68.00000 408.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0054 715-05407 28.000 m | 60.00000 1680.00| 16.00000 448.00| 42.00000 1176.00 PIPE, END BENT DRAIN, 150 mm | | | 0055 715-05756 5.000 m | 160.00000 800.00| 90.00000 450.00| 190.00000 950.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0056 715-05889 6.000 m | 270.00000 1620.00| 160.00000 960.00| 235.00000 1410.00 PIPE EXTENSION, CIRCULAR, 750 mm | | | 0057 715-46000 1.000 EACH| 300.00000 300.00| 160.00000 160.00| 200.00000 200.00 PIPE END SECTION, 300 mm | | | 0058 715-46030 1.000 EACH| 550.00000 550.00| 405.00000 405.00| 375.00000 375.00 PIPE END SECTION, 750 mm | | | 0059 720-44296 8.000 EACH| 600.00000 4800.00| 175.00000 1400.00| 280.00000 2240.00 CAP INLET | | | 0060 726-92406 56.000 EACH| 1000.00000 56000.00| 1100.00000 61600.00| 950.00000 53200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0061 801-04308 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06207 2228.000 m | 3.25000 7241.00| 2.75000 6127.00| 3.40000 7575.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06469 666.000 m | 5.95000 3962.70| 5.00000 3330.00| 6.20000 4129.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0064 801-06605 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 175.00000 1050.00 BARRICADE, IIIA | | | 0065 801-06606 6.000 EACH| 190.00000 1140.00| 190.00000 1140.00| 210.00000 1260.00 BARRICADE, IIIB | | | 0066 801-06640 33.000 EACH| 168.00000 5544.00| 168.00000 5544.00| 195.00000 6435.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 5.000 EACH| 56.00000 280.00| 56.00000 280.00| 58.00000 290.00 CONSTRUCTION SIGN, B | | | 0068 801-06710 180.000 DAY | 17.00000 3060.00| 17.00000 3060.00| 18.00000 3240.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 10000.00000 10000.00| 21000.00000 21000.00| 22500.00000 22500.00 MAINTAINING TRAFFIC | | | 0070 808-06711 382.000 m | 0.55000 210.10| 0.60000 229.20| 0.65000 248.30 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-06713 1281.000 m | 0.55000 704.55| 0.60000 768.60| 0.65000 832.65 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 1281.000 m | 0.55000 704.55| 0.60000 768.60| 0.65000 832.65 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-06716 255.000 m | 4.00000 1020.00| 3.00000 765.00| 4.20000 1071.00 LINE, REMOVE | | | 0074 808-75996 14.000 EACH| 30.00000 420.00| 10.00000 140.00| 12.00000 168.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 14.000 EACH| 99.00000 1386.00| 100.00000 1400.00| 115.00000 1610.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 201-52370 LUMP| 14000.00000 14000.00| 15000.00000 15000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 1,427,417.90| $ 1,524,796.65| $ 1,588,899.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,427,417.90| $ 1,524,796.65| $ 1,588,899.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 987.35000 7898.80| 1695.00000 13560.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 14794.69000 14794.69| 15500.00000 15500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 81967.73000 81967.73| 83786.00000 83786.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 174.000 m2 | 25.00000 4350.00| 17.14000 2982.36| 15.00000 2610.00 PAVEMENT, REMOVE | | | 0005 202-02241 895.000 m | 4.25000 3803.75| 4.33000 3875.35| 4.35000 3893.25 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 170.00000 340.00| 401.88000 803.76| 315.00000 630.00 HEADWALL, REMOVE | | | 0007 202-51133 318.000 m | 20.00000 6360.00| 0.37000 117.66| 10.95000 3482.10 RAILING, REMOVE | | | 0008 202-51328 LUMP| 90000.00000 90000.00| 124939.27000 124939.27| 174775.00000 174775.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 216.000 m2 | 14.00000 3024.00| 9.43000 2036.88| 10.95000 2365.20 SURFACE MILLING, ASPHALT | | | 0010 203-02000 24.000 m3 | 25.00000 600.00| 30.45000 730.80| 35.00000 840.00 EXCAVATION, COMMON | | | 0011 203-02070 141.000 m3 | 35.00000 4935.00| 37.78000 5326.98| 25.00000 3525.00 BORROW | | | 0012 203-02080 0.817 km | 12000.00000 9804.00| 17410.48000 14224.36| 4615.00000 3770.46 LINEAR GRADING | | | 0013 205-02224 80.000 m | 12.00000 960.00| 10.76000 860.80| 5.35000 428.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 12.000 m | 90.00000 1080.00| 94.76000 1137.12| 48.50000 582.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 206-51220 295.000 m3 | 375.00000 110625.00| 59.08000 17428.60| 60.00000 17700.00 EXCAVATION, WET | | | 0016 206-51225 162.000 m3 | 20.00000 3240.00| 347.57000 56306.34| 22.50000 3645.00 EXCAVATION, DRY | | | 0017 211-02060 136.000 m3 | 110.00000 14960.00| 108.95000 14817.20| 32.00000 4352.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 211-06467 34.000 m3 | 80.00000 2720.00| 47.54000 1616.36| 52.00000 1768.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 303-52308 1179.000 Mg | 24.00000 28296.00| 18.71000 22059.09| 20.95000 24700.05 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1652.000 m2 | 0.55000 908.60| 0.53000 875.56| 0.10000 165.20 ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1150.00000 3450.00| 1199.43000 3598.29| 1175.00000 3525.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 2.000 EACH| 1650.00000 3300.00| 1690.82000 3381.64| 1645.00000 3290.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-94690 2.000 EACH| 3200.00000 6400.00| 3381.64000 6763.28| 3245.00000 6490.00 GUARDRAIL END TREATMENT, MS | | | 0024 601-99105 800.000 m | 29.00000 23200.00| 30.15000 24120.00| 39.40000 31520.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99108 171.000 m | 42.50000 7267.50| 44.03000 7529.13| 42.75000 7310.25 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0026 602-06729 24.000 EACH| 7.50000 180.00| 8.45000 202.80| 7.30000 175.20 BARRIER DELINEATOR | | | 0027 610-05527 894.000 Mg | 60.00000 53640.00| 61.74000 55195.56| 95.00000 84930.00 HMA FOR APPROACHES | | | 0028 610-06257 226.000 m2 | 70.00000 15820.00| 59.87000 13530.62| 58.00000 13108.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-91761 2.000 EACH| 30000.00000 60000.00| 27475.84000 54951.68| 18000.00000 36000.00 TEMPORARY CROSSOVER, A | | | 0030 616-02320 971.000 m2 | 3.00000 2913.00| 2.01000 1951.71| 2.75000 2670.25 GEOTEXTILES | | | 0031 616-05689 528.000 Mg | 40.00000 21120.00| 26.32000 13896.96| 43.75000 23100.00 RIPRAP, CLASS 2 | | | 0032 616-06405 121.000 Mg | 30.00000 3630.00| 27.57000 3335.97| 34.00000 4114.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 425.00000 850.00| 422.71000 845.42| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1200.000 m2 | 0.75000 900.00| 0.80000 960.00| 0.25000 300.00 MULCHED SEEDING, R | | | 0035 621-06574 58.100 m2 | 25.00000 1452.50| 26.54000 1541.97| 5.20000 302.12 SODDING | | | 0036 701-03753 466.000 m | 115.00000 53590.00| 105.44000 49135.04| 113.65000 52960.90 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0037 702-51005 159.500 m3 | 750.00000 119625.00| 680.05000 108467.98| 725.00000 115637.50 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 702-51015 91.600 m3 | 320.00000 29312.00| 931.32000 85308.91| 665.00000 60914.00 CONCRETE, B, FOOTINGS | | | 0039 702-51100 558.000 kg | 10.00000 5580.00| 9.65000 5384.70| 14.35000 8007.30 DRAIN PIPE, CAST IRON, 150 mm | | | 0040 702-51110 2265.000 kg | 5.00000 11325.00| 5.58000 12638.70| 4.95000 11211.75 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 378.000 EACH| 10.00000 3780.00| 9.17000 3466.26| 7.80000 2948.40 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 10235.000 kg | 1.25000 12793.75| 1.22000 12486.70| 1.18000 12077.30 REINFORCING STEEL | | | 0043 703-51032 66515.000 kg | 1.40000 93121.00| 1.34000 89130.10| 1.36000 90460.40 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 453.400 m3 | 500.00000 226700.00| 503.75000 228400.25| 635.00000 287909.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1200.00000 4800.00| 1585.14000 6340.56| 1295.00000 5180.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51025 308.000 m | 100.00000 30800.00| 86.58000 26666.64| 121.00000 37268.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 11000.00000 11000.00| 11307.37000 11307.37| 11550.00000 11550.00 SURFACE SEAL | | | 0048 711-51038 LUMP| 223000.00000 223000.00| 256990.65000 256990.65| 200000.00000 200000.00 STRUCTURAL STEEL | | | 0049 711-51080 1.000 EACH| 125.00000 125.00| 27.99000 27.99| 38.00000 38.00 ANCHOR PLATE, AP3 | | | 0050 711-51864 1354.000 EACH| 17.75000 24033.50| 7.84000 10615.36| 17.00000 23018.00 DRILLED HOLE | | | 0051 711-93035 LUMP| 30000.00000 30000.00| 20492.44000 20492.44| 33690.00000 33690.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0052 711-96800 4648.000 EACH| 1.75000 8134.00| 2.06000 9574.88| 1.80000 8366.40 STUD SHEAR CONNECTOR | | | 0053 715-05053 6.000 m | 60.00000 360.00| 60.27000 361.62| 55.00000 330.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0054 715-05407 28.000 m | 30.00000 840.00| 52.92000 1481.76| 9.95000 278.60 PIPE, END BENT DRAIN, 150 mm | | | 0055 715-05756 5.000 m | 150.00000 750.00| 225.14000 1125.70| 205.00000 1025.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0056 715-05889 6.000 m | 220.00000 1320.00| 298.59000 1791.54| 290.00000 1740.00 PIPE EXTENSION, CIRCULAR, 750 mm | | | 0057 715-46000 1.000 EACH| 250.00000 250.00| 369.13000 369.13| 265.00000 265.00 PIPE END SECTION, 300 mm | | | 0058 715-46030 1.000 EACH| 500.00000 500.00| 625.21000 625.21| 765.00000 765.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-44296 8.000 EACH| 300.00000 2400.00| 170.71000 1365.68| 275.00000 2200.00 CAP INLET | | | 0060 726-92406 56.000 EACH| 900.00000 50400.00| 716.94000 40148.64| 805.00000 45080.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0061 801-04308 4.000 EACH| 475.00000 1900.00| 475.54000 1902.16| 465.75000 1863.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06207 2228.000 m | 3.50000 7798.00| 3.48000 7753.44| 3.35000 7463.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06469 666.000 m | 6.00000 3996.00| 6.30000 4195.80| 6.20000 4129.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0064 801-06605 6.000 EACH| 175.00000 1050.00| 158.51000 951.06| 154.50000 927.00 BARRICADE, IIIA | | | 0065 801-06606 6.000 EACH| 200.00000 1200.00| 200.79000 1204.74| 195.70000 1174.20 BARRICADE, IIIB | | | 0066 801-06640 33.000 EACH| 175.00000 5775.00| 177.54000 5858.82| 173.05000 5710.65 CONSTRUCTION SIGN, A | | | 0067 801-06645 5.000 EACH| 60.00000 300.00| 59.18000 295.90| 57.65000 288.25 CONSTRUCTION SIGN, B | | | 0068 801-06710 180.000 DAY | 25.00000 4500.00| 17.96000 3232.80| 18.05000 3249.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 30000.00000 30000.00| 35866.81000 35866.81| 24995.00000 24995.00 MAINTAINING TRAFFIC | | | 0070 808-06711 382.000 m | 0.60000 229.20| 0.59000 225.38| 0.55000 210.10 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0071 808-06713 1281.000 m | 0.60000 768.60| 0.59000 755.79| 0.55000 704.55 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 1281.000 m | 0.60000 768.60| 0.59000 755.79| 0.55000 704.55 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-06716 255.000 m | 4.50000 1147.50| 4.23000 1078.65| 4.15000 1058.25 LINE, REMOVE | | | 0074 808-75996 14.000 EACH| 18.00000 252.00| 31.70000 443.80| 25.00000 350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 14.000 EACH| 100.00000 1400.00| 104.62000 1464.68| 102.00000 1428.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 201-52370 LUMP| 10000.00000 10000.00| 23060.44000 23060.44| 16623.00000 16623.00 CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 1,617,753.50| $ 1,639,354.61| $ 1,663,761.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,617,753.50| $ 1,639,354.61| $ 1,663,761.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1111003 | |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 84000.00000 84000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 174.000 m2 | 24.00000 4176.00| 20.00000 3480.00| PAVEMENT, REMOVE | | | 0005 202-02241 895.000 m | 6.00000 5370.00| 4.30000 3848.50| GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 300.00000 600.00| 365.00000 730.00| HEADWALL, REMOVE | | | 0007 202-51133 318.000 m | 3.28000 1043.04| 5.00000 1590.00| RAILING, REMOVE | | | 0008 202-51328 LUMP| 200000.00000 200000.00| 130000.00000 130000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 216.000 m2 | 10.00000 2160.00| 12.00000 2592.00| SURFACE MILLING, ASPHALT | | | 0010 203-02000 24.000 m3 | 20.00000 480.00| 17.00000 408.00| EXCAVATION, COMMON | | | 0011 203-02070 141.000 m3 | 19.57000 2759.37| 33.00000 4653.00| BORROW | | | 0012 203-02080 0.817 km | 20000.00000 16340.00| 25000.00000 20425.00| LINEAR GRADING | | | 0013 205-02224 80.000 m | 15.00000 1200.00| 11.15000 892.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 12.000 m | 100.00000 1200.00| 70.00000 840.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 206-51220 295.000 m3 | 104.68000 30880.60| 225.00000 66375.00| EXCAVATION, WET | | | 0016 206-51225 162.000 m3 | 52.35000 8480.70| 220.00000 35640.00| EXCAVATION, DRY | | | 0017 211-02060 136.000 m3 | 26.00000 3536.00| 49.00000 6664.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 211-06467 34.000 m3 | 40.00000 1360.00| 62.00000 2108.00| AGGREGATE FOR END BENT BACKFILL | | | 0019 303-52308 1179.000 Mg | 22.00000 25938.00| 16.50000 19453.50| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1111003 | |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1652.000 m2 | 0.70000 1156.40| 0.50000 826.00| ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1270.00000 3810.00| 1225.00000 3675.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01846 2.000 EACH| 1800.00000 3600.00| 1725.00000 3450.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-94690 2.000 EACH| 3450.00000 6900.00| 3375.00000 6750.00| GUARDRAIL END TREATMENT, MS | | | 0024 601-99105 800.000 m | 31.50000 25200.00| 30.50000 24400.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99108 171.000 m | 46.50000 7951.50| 45.00000 7695.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0026 602-06729 24.000 EACH| 20.00000 480.00| 8.00000 192.00| BARRIER DELINEATOR | | | 0027 610-05527 894.000 Mg | 72.00000 64368.00| 58.00000 51852.00| HMA FOR APPROACHES | | | 0028 610-06257 226.000 m2 | 55.00000 12430.00| 70.00000 15820.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-91761 2.000 EACH| 25000.00000 50000.00| 26000.00000 52000.00| TEMPORARY CROSSOVER, A | | | 0030 616-02320 971.000 m2 | 3.60000 3495.60| 4.00000 3884.00| GEOTEXTILES | | | 0031 616-05689 528.000 Mg | 50.53000 26679.84| 60.00000 31680.00| RIPRAP, CLASS 2 | | | 0032 616-06405 121.000 Mg | 26.00000 3146.00| 29.25000 3539.25| RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 600.00000 1200.00| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1200.000 m2 | 1.50000 1800.00| 0.80000 960.00| MULCHED SEEDING, R | | | 0035 621-06574 58.100 m2 | 45.00000 2614.50| 28.00000 1626.80| SODDING | | | 0036 701-03753 466.000 m | 66.00000 30756.00| 135.00000 62910.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0037 702-51005 159.500 m3 | 589.00000 93945.50| 670.00000 106865.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1111003 | |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 702-51015 91.600 m3 | 519.65000 47599.94| 368.00000 33708.80| CONCRETE, B, FOOTINGS | | | 0039 702-51100 558.000 kg | 2.50000 1395.00| 11.50000 6417.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0040 702-51110 2265.000 kg | 2.50000 5662.50| 7.00000 15855.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 378.000 EACH| 7.00000 2646.00| 12.00000 4536.00| FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-51030 10235.000 kg | 1.40000 14329.00| 1.64000 16785.40| REINFORCING STEEL | | | 0043 703-51032 66515.000 kg | 1.37000 91125.55| 1.44000 95781.60| REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 453.400 m3 | 523.00000 237128.20| 458.00000 207657.20| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51025 308.000 m | 131.17000 40400.36| 100.00000 30800.00| CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 10000.00000 10000.00| 11800.00000 11800.00| SURFACE SEAL | | | 0048 711-51038 LUMP| 250000.00000 250000.00| 255000.00000 255000.00| STRUCTURAL STEEL | | | 0049 711-51080 1.000 EACH| 50.00000 50.00| 95.00000 95.00| ANCHOR PLATE, AP3 | | | 0050 711-51864 1354.000 EACH| 20.00000 27080.00| 19.00000 25726.00| DRILLED HOLE | | | 0051 711-93035 LUMP| 30000.00000 30000.00| 42000.00000 42000.00| JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0052 711-96800 4648.000 EACH| 3.00000 13944.00| 2.00000 9296.00| STUD SHEAR CONNECTOR | | | 0053 715-05053 6.000 m | 66.00000 396.00| 55.00000 330.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0054 715-05407 28.000 m | 50.00000 1400.00| 55.00000 1540.00| PIPE, END BENT DRAIN, 150 mm | | | 0055 715-05756 5.000 m | 60.00000 300.00| 262.00000 1310.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0056 715-05889 6.000 m | 150.00000 900.00| 344.00000 2064.00| PIPE EXTENSION, CIRCULAR, 750 mm | | | 0057 715-46000 1.000 EACH| 120.00000 120.00| 150.00000 150.00| PIPE END SECTION, 300 mm | | | 0058 715-46030 1.000 EACH| 400.00000 400.00| 500.00000 500.00| PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 590 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,610,556.41 ROUTE : NSR 63 CALL ORDER : 590 CONTRACT ID : B -25754-A COUNTIES : VERMILLION LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1111003 | |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-44296 8.000 EACH| 200.00000 1600.00| 415.00000 3320.00| CAP INLET | | | 0060 726-92406 56.000 EACH| 1050.00000 58800.00| 1418.00000 79408.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0061 801-04308 4.000 EACH| 900.00000 3600.00| 485.00000 1940.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06207 2228.000 m | 3.50000 7798.00| 3.50000 7798.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06469 666.000 m | 6.50000 4329.00| 6.40000 4262.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0064 801-06605 6.000 EACH| 300.00000 1800.00| 165.00000 990.00| BARRICADE, IIIA | | | 0065 801-06606 6.000 EACH| 380.00000 2280.00| 205.00000 1230.00| BARRICADE, IIIB | | | 0066 801-06640 33.000 EACH| 200.00000 6600.00| 180.00000 5940.00| CONSTRUCTION SIGN, A | | | 0067 801-06645 5.000 EACH| 100.00000 500.00| 60.00000 300.00| CONSTRUCTION SIGN, B | | | 0068 801-06710 180.000 DAY | 20.00000 3600.00| 20.00000 3600.00| FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 30000.00000 30000.00| 28500.00000 28500.00| MAINTAINING TRAFFIC | | | 0070 808-06711 382.000 m | 0.62000 236.84| 0.60000 229.20| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0071 808-06713 1281.000 m | 0.62000 794.22| 0.60000 768.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 1281.000 m | 0.62000 794.22| 0.60000 768.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-06716 255.000 m | 4.60000 1173.00| 4.30000 1096.50| LINE, REMOVE | | | 0074 808-75996 14.000 EACH| 20.00000 280.00| 33.00000 462.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 14.000 EACH| 120.00000 1680.00| 107.00000 1498.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 201-52370 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 1,667,398.88| $ 1,706,987.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,667,398.88| $ 1,706,987.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5468018 5468017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 420,124.65 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 515,646.32 122.7365% 3 35-1447641 STRUCTURE CONTRACTORS $ 547,514.10 130.3218% 4 35-1609544 SCHUTT-LOOKABILL CO $ 567,080.84 134.9791% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 577,140.50 137.3736% 6 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID $ 604,219.45 143.8190% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 900.00000 8100.00| 900.00000 8100.00| 1200.00000 10800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3750.00000 3750.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 25000.00000 25000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 368.000 m2 | 18.50000 6808.00| 27.40000 10083.20| 32.00000 11776.00 PAVEMENT, REMOVE | | | 0005 202-02241 310.000 m | 15.00000 4650.00| 16.00000 4960.00| 17.00000 5270.00 GUARDRAIL, REMOVE | | | 0006 202-05532 701.000 m2 | 4.50000 3154.50| 4.75000 3329.75| 10.00000 7010.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51133 106.000 m | 5.00000 530.00| 16.00000 1696.00| 12.00000 1272.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 12000.00000 12000.00| 43850.00000 43850.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 12000.00000 12000.00| 43850.00000 43850.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-60820 168.000 m2 | 4.50000 756.00| 4.75000 798.00| 8.00000 1344.00 SURFACE MILLING, ASPHALT | | | 0011 202-60822 654.000 m2 | 4.50000 2943.00| 4.75000 3106.50| 8.00000 5232.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-99187 75.000 m | 5.00000 375.00| 4.00000 300.00| 5.00000 375.00 FENCE, FARM FIELD, REMOVE | | | 0013 303-52308 132.000 Mg | 20.00000 2640.00| 21.00000 2772.00| 32.00000 4224.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 832.000 m2 | 0.25000 208.00| 0.20000 166.40| 0.20000 166.40 ASPHALT FOR TACK COAT | | | 0015 601-01522 8.000 EACH| 1250.00000 10000.00| 1200.00000 9600.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-01846 1.000 EACH| 1650.00000 1650.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-04746 5.000 EACH| 4000.00000 20000.00| 4500.00000 22500.00| 5000.00000 25000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-94689 7.000 EACH| 2100.00000 14700.00| 2200.00000 15400.00| 2500.00000 17500.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 2.000 EACH| 900.00000 1800.00| 800.00000 1600.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 253.300 m | 32.50000 8232.25| 31.00000 7852.30| 32.00000 8105.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 317.100 m | 45.00000 14269.50| 75.00000 23782.50| 65.00000 20611.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 103.600 m | 44.00000 4558.40| 75.00000 7770.00| 55.00000 5698.00 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 16.000 EACH| 8.00000 128.00| 8.00000 128.00| 14.00000 224.00 BARRIER DELINEATOR | | | 0024 610-05527 317.000 Mg | 85.00000 26945.00| 75.00000 23775.00| 80.00000 25360.00 HMA FOR APPROACHES | | | 0025 610-06259 379.000 m2 | 55.00000 20845.00| 53.00000 20087.00| 62.00000 23498.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0026 616-02320 934.000 m2 | 3.00000 2802.00| 2.85000 2661.90| 4.00000 3736.00 GEOTEXTILES | | | 0027 616-05688 936.000 Mg | 19.50000 18252.00| 38.00000 35568.00| 52.00000 48672.00 RIPRAP, CLASS 1 | | | 0028 616-06405 98.000 Mg | 19.50000 1911.00| 21.00000 2058.00| 72.00000 7056.00 RIPRAP, REVETMENT | | | 0029 621-06574 192.000 m2 | 7.50000 1440.00| 15.00000 2880.00| 18.00000 3456.00 SODDING | | | 0030 702-51863 606.000 EACH| 6.80000 4120.80| 10.00000 6060.00| 14.00000 8484.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 703-01540 48.000 EACH| 12.00000 576.00| 12.00000 576.00| 15.00000 720.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 4890.000 kg | 1.35000 6601.50| 1.20000 5868.00| 1.50000 7335.00 REINFORCING STEEL | | | 0033 703-51032 18021.000 kg | 1.60000 28833.60| 1.30000 23427.30| 1.50000 27031.50 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 42.800 m3 | 460.00000 19688.00| 520.00000 22256.00| 1000.00000 42800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 8.000 EACH| 1000.00000 8000.00| 1400.00000 11200.00| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51025 106.000 m | 145.00000 15370.00| 100.00000 10600.00| 125.00000 13250.00 CONCRETE, C, RAILING | | | 0037 709-51821 LUMP| 3000.00000 3000.00| 4600.00000 4600.00| 4200.00000 4200.00 SURFACE SEAL , STR NO 1 | | | 0038 709-51821 LUMP| 3000.00000 3000.00| 4800.00000 4800.00| 4500.00000 4500.00 SURFACE SEAL , STR NO 2 | | | 0039 722-51842 702.000 m2 | 55.00000 38610.00| 42.00000 29484.00| 65.00000 45630.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 10.800 m3 | 395.00000 4266.00| 395.00000 4266.00| 395.00000 4266.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 175.000 m2 | 65.00000 11375.00| 65.00000 11375.00| 70.00000 12250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 801-01851 LUMP| 10000.00000 10000.00| 11600.00000 11600.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0043 801-01851 LUMP| 10000.00000 10000.00| 12600.00000 12600.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0044 801-06203 185.000 m | 1.50000 277.50| 1.35000 249.75| 1.50000 277.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 3864.000 m | 3.00000 11592.00| 3.28000 12673.92| 3.50000 13524.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 44.000 EACH| 90.00000 3960.00| 80.00000 3520.00| 80.00000 3520.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 23.000 EACH| 35.00000 805.00| 35.00000 805.00| 35.00000 805.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 6500.00000 6500.00| 4100.00000 4100.00| 11000.00000 11000.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0049 801-06775 LUMP| 6500.00000 6500.00| 4100.00000 4100.00| 11000.00000 11000.00 MAINTAINING TRAFFIC , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 808-06712 124.000 m | 1.50000 186.00| 1.25000 155.00| 1.25000 155.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 620.000 m | 0.55000 341.00| 0.45000 279.00| 0.75000 465.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 626.000 m | 2.10000 1314.60| 1.80000 1126.80| 2.10000 1314.60 LINE, REMOVE | | | 0053 808-75998 6.000 EACH| 85.00000 510.00| 150.00000 900.00| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 420,124.65| $ 515,646.32| $ 547,514.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,124.65| $ 515,646.32| $ 547,514.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1817530 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 2000.00000 18000.00| 1000.00000 9000.00| 1530.00000 13770.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50.00000 50.00| 5000.00000 5000.00| 4450.00000 4450.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28350.00000 28350.00| 28800.00000 28800.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 368.000 m2 | 10.00000 3680.00| 30.00000 11040.00| 25.00000 9200.00 PAVEMENT, REMOVE | | | 0005 202-02241 310.000 m | 10.00000 3100.00| 15.00000 4650.00| 16.00000 4960.00 GUARDRAIL, REMOVE | | | 0006 202-05532 701.000 m2 | 4.98000 3490.98| 5.00000 3505.00| 8.10000 5678.10 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51133 106.000 m | 1.00000 106.00| 33.00000 3498.00| 21.45000 2273.70 RAILING, REMOVE | | | 0008 202-51328 LUMP| 14812.00000 14812.00| 16000.00000 16000.00| 16650.00000 16650.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 15303.00000 15303.00| 16000.00000 16000.00| 16650.00000 16650.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-60820 168.000 m2 | 4.98000 836.64| 5.00000 840.00| 12.25000 2058.00 SURFACE MILLING, ASPHALT | | | 0011 202-60822 654.000 m2 | 4.98000 3256.92| 5.00000 3270.00| 6.55000 4283.70 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-99187 75.000 m | 6.00000 450.00| 6.00000 450.00| 10.00000 750.00 FENCE, FARM FIELD, REMOVE | | | 0013 303-52308 132.000 Mg | 40.00000 5280.00| 35.00000 4620.00| 20.00000 2640.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 832.000 m2 | 0.22000 183.04| 1.60000 1331.20| 0.20000 166.40 ASPHALT FOR TACK COAT | | | 0015 601-01522 8.000 EACH| 1356.00000 10848.00| 1300.00000 10400.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-01846 1.000 EACH| 1800.00000 1800.00| 1700.00000 1700.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-04746 5.000 EACH| 5085.00000 25425.00| 5000.00000 25000.00| 4500.00000 22500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-94689 7.000 EACH| 2486.00000 17402.00| 2100.00000 14700.00| 2200.00000 15400.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1817530 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-97774 2.000 EACH| 900.00000 1800.00| 950.00000 1900.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 253.300 m | 35.00000 8865.50| 31.00000 7852.30| 31.00000 7852.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 317.100 m | 59.05000 18724.76| 95.00000 30124.50| 83.00000 26319.30 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 103.600 m | 52.49000 5437.96| 95.00000 9842.00| 83.00000 8598.80 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 16.000 EACH| 8.00000 128.00| 7.50000 120.00| 8.25000 132.00 BARRIER DELINEATOR | | | 0024 610-05527 317.000 Mg | 96.05000 30447.85| 68.00000 21556.00| 99.30000 31478.10 HMA FOR APPROACHES | | | 0025 610-06259 379.000 m2 | 72.00000 27288.00| 80.00000 30320.00| 70.50000 26719.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0026 616-02320 934.000 m2 | 2.00000 1868.00| 2.50000 2335.00| 2.80000 2615.20 GEOTEXTILES | | | 0027 616-05688 936.000 Mg | 30.87000 28894.32| 27.00000 25272.00| 70.00000 65520.00 RIPRAP, CLASS 1 | | | 0028 616-06405 98.000 Mg | 40.00000 3920.00| 38.00000 3724.00| 25.00000 2450.00 RIPRAP, REVETMENT | | | 0029 621-06574 192.000 m2 | 16.20000 3110.40| 15.00000 2880.00| 14.35000 2755.20 SODDING | | | 0030 702-51863 606.000 EACH| 5.50000 3333.00| 12.00000 7272.00| 8.30000 5029.80 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-01540 48.000 EACH| 8.84000 424.32| 20.00000 960.00| 20.50000 984.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 4890.000 kg | 1.08000 5281.20| 1.25000 6112.50| 1.10000 5379.00 REINFORCING STEEL | | | 0033 703-51032 18021.000 kg | 1.24000 22346.04| 1.35000 24328.35| 1.60000 28833.60 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 42.800 m3 | 809.00000 34625.20| 900.00000 38520.00| 1075.00000 46010.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 8.000 EACH| 1400.00000 11200.00| 1300.00000 10400.00| 1730.00000 13840.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51025 106.000 m | 348.00000 36888.00| 185.00000 19610.00| 150.00000 15900.00 CONCRETE, C, RAILING | | | 0037 709-51821 LUMP| 1480.00000 1480.00| 3000.00000 3000.00| 4180.00000 4180.00 SURFACE SEAL , STR NO 1 | | | 0038 709-51821 LUMP| 1415.00000 1415.00| 3000.00000 3000.00| 4400.00000 4400.00 SURFACE SEAL , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 600 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,306.65 ROUTE : SR 28 CALL ORDER : 600 CONTRACT ID : B -25755-A COUNTIES : RANDOLPH LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1817530 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51842 702.000 m2 | 85.62000 60105.24| 100.00000 70200.00| 95.00000 66690.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 10.800 m3 | 395.00000 4266.00| 395.00000 4266.00| 395.00000 4266.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 175.000 m2 | 75.32000 13181.00| 90.00000 15750.00| 110.00000 19250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 801-01851 LUMP| 26600.00000 26600.00| 15000.00000 15000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0043 801-01851 LUMP| 19400.00000 19400.00| 16000.00000 16000.00| 13500.00000 13500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0044 801-06203 185.000 m | 1.53000 283.05| 1.45000 268.25| 1.35000 249.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 3864.000 m | 3.70000 14296.80| 3.50000 13524.00| 3.30000 12751.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 44.000 EACH| 90.00000 3960.00| 125.00000 5500.00| 80.00000 3520.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 23.000 EACH| 40.00000 920.00| 40.00000 920.00| 35.00000 805.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 10721.00000 10721.00| 12000.00000 12000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0049 801-06775 LUMP| 10721.00000 10721.00| 12000.00000 12000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0050 808-06712 124.000 m | 1.41000 174.84| 1.35000 167.40| 1.25000 155.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 620.000 m | 0.50000 310.00| 0.50000 310.00| 0.45000 279.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 626.000 m | 2.03000 1270.78| 2.00000 1252.00| 1.80000 1126.80 LINE, REMOVE | | | 0053 808-75998 6.000 EACH| 170.00000 1020.00| 175.00000 1050.00| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 567,080.84| $ 577,140.50| $ 604,219.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 567,080.84| $ 577,140.50| $ 604,219.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,828.24 ROUTE : SR 8 CALL ORDER : 610 CONTRACT ID : B -25907-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/17/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3817010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 464,369.56 100.0000% 2 35-1374866 PRIMCO, INC. $ 566,193.02 121.9272% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 577,019.67 124.2587% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 1217.95000 10961.55| 1530.00000 13770.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 3503.99000 3503.99| 5670.00000 5670.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 28309.65000 28309.65| 28660.00000 28660.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 205.000 m2 | 14.00000 2870.00| 25.00000 5125.00| 22.60000 4633.00 PAVEMENT, REMOVE | | | 0005 202-02241 167.370 m | 12.00000 2008.44| 13.00000 2175.81| 13.00000 2175.81 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 125000.00000 125000.00| 122160.21000 122160.21| 137430.00000 137430.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 528.000 m2 | 5.00000 2640.00| 10.00000 5280.00| 8.30000 4382.40 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 184.000 m2 | 9.00000 1656.00| 10.00000 1840.00| 5.00000 920.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 543.000 m2 | 1.00000 543.00| 4.00000 2172.00| 6.10000 3312.30 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 211-06467 21.200 m3 | 20.00000 424.00| 77.50000 1643.00| 62.00000 1314.40 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 74.200 Mg | 20.00000 1484.00| 40.00000 2968.00| 30.00000 2226.00 COMPACTED AGGREGATE, O, 53 | | | 0012 405-05518 114.000 m2 | 3.00000 342.00| 3.00000 342.00| 3.00000 342.00 ASPHALT FOR PRIME COAT | | | 0013 406-05521 445.000 m2 | 0.30000 133.50| 0.30000 133.50| 0.25000 111.25 ASPHALT FOR TACK COAT | | | 0014 601-01128 4.000 EACH| 1100.00000 4400.00| 1110.00000 4440.00| 1110.00000 4440.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,828.24 ROUTE : SR 8 CALL ORDER : 610 CONTRACT ID : B -25907-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01846 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| 1500.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-99105 125.730 m | 34.00000 4274.82| 34.00000 4274.82| 34.00000 4274.82 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 18.000 EACH| 10.00000 180.00| 7.13000 128.34| 15.00000 270.00 BARRIER DELINEATOR | | | 0018 610-05527 87.500 Mg | 64.00000 5600.00| 64.00000 5600.00| 90.00000 7875.00 HMA FOR APPROACHES | | | 0019 610-06257 208.400 m2 | 74.00000 15421.60| 70.00000 14588.00| 58.00000 12087.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0020 616-02320 531.000 m2 | 3.00000 1593.00| 2.50000 1327.50| 3.10000 1646.10 GEOTEXTILES | | | 0022 702-51005 20.900 m3 | 700.00000 14630.00| 700.00000 14630.00| 354.00000 7398.60 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51110 87.100 kg | 8.00000 696.80| 10.00000 871.00| 4.50000 391.95 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0024 702-51863 606.000 EACH| 5.00000 3030.00| 12.50000 7575.00| 6.20000 3757.20 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 2723.000 kg | 1.25000 3403.75| 1.50000 4084.50| 1.20000 3267.60 REINFORCING STEEL | | | 0026 703-51032 23937.000 kg | 1.35000 32314.95| 2.00000 47874.00| 1.40000 33511.80 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 112.500 m3 | 600.00000 67500.00| 650.00000 73125.00| 605.80000 68152.50 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05733 4.000 EACH| 1800.00000 7200.00| 1000.00000 4000.00| 1125.70000 4502.80 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0029 706-51025 183.600 m | 125.00000 22950.00| 250.00000 45900.00| 135.10000 24804.36 CONCRETE, C, RAILING | | | 0030 708-51813 2.000 m2 | 900.00000 1800.00| 5890.00000 11780.00| 5450.00000 10900.00 PNEUMATICALLY PLACED MORTAR | | | 0031 709-51821 LUMP| 5000.00000 5000.00| 3007.50000 3007.50| 4500.00000 4500.00 SURFACE SEAL | | | 0032 715-91361 1.000 m | 250.00000 250.00| 130.25000 130.25| 74.90000 74.90 PIPE, PVC, 150 mm | | | 0033 722-51401 27.400 m2 | 75.00000 2055.00| 230.00000 6302.00| 493.70000 13527.38 BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 883.000 m2 | 34.00000 30022.00| 60.00000 52980.00| 64.40000 56865.20 BRIDGE DECK OVERLAY | | | 0035 722-51846 10.900 m3 | 395.00000 4305.50| 395.00000 4305.50| 395.00000 4305.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 465,828.24 ROUTE : SR 8 CALL ORDER : 610 CONTRACT ID : B -25907-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 722-51852 164.000 m2 | 50.00000 8200.00| 130.00000 21320.00| 138.70000 22746.80 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 27.500 m | 300.00000 8250.00| 350.00000 9625.00| 321.00000 8827.50 STRUCTURAL EXPANSION JOINT, SS | | | 0038 727-90308 15.200 m | 75.00000 1140.00| 315.00000 4788.00| 315.00000 4788.00 EPOXY INJECTION, CRACK PREPARATION | | | 0039 727-90309 7.500 L | 30.00000 225.00| 26.00000 195.00| 26.00000 195.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0040 727-93560 LUMP| 750.00000 750.00| 2000.00000 2000.00| 2000.00000 2000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0041 801-04308 2.000 EACH| 187.00000 374.00| 187.00000 374.00| 187.00000 374.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06605 4.000 EACH| 102.00000 408.00| 102.00000 408.00| 102.00000 408.00 BARRICADE, IIIA | | | 0043 801-06625 20.000 EACH| 79.00000 1580.00| 79.00000 1580.00| 79.00000 1580.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 10.000 EACH| 87.00000 870.00| 87.00000 870.00| 87.00000 870.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP| 645.00000 645.00| 1547.70000 1547.70| 3400.00000 3400.00 MAINTAINING TRAFFIC | | | 0046 808-06713 417.500 m | 0.72000 300.60| 0.72000 300.60| 0.72000 300.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 417.500 m | 0.72000 300.60| 0.72000 300.60| 0.72000 300.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-75996 12.000 EACH| 40.00000 480.00| 11.00000 132.00| 8.30000 99.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 12.000 EACH| 57.00000 684.00| 57.00000 684.00| 57.00000 684.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 616-06405 751.000 Mg | 34.00000 25534.00| 30.00000 22530.00| 70.50000 52945.50 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 464,369.56| $ 566,193.02| $ 577,019.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,369.56| $ 566,193.02| $ 577,019.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9931012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 695,154.75 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 730,407.59 105.0712% 3 61-1013120 T & C CONTRACTING, INC. $ 768,385.72 110.5344% 4 61-1029697 MATSUDA, INC. $ 771,562.30 110.9914% 5 35-0626844 RUDOLPH, J.H. & CO $ 791,984.72 113.9292% 6 35-1385672 FORCE CONSTRUCTION $ 819,489.74 117.8859% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 974,171.92 140.1374% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 61-1013120 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1000.00000 9000.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 14280.00000 14280.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 34500.00000 34500.00| 9900.00000 9900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 21000.00000 21000.00| 4290.00000 4290.00 CLEARING RIGHT OF WAY | | | 0005 202-06541 5.000 EACH| 390.00000 1950.00| 150.00000 750.00| 675.00000 3375.00 REMOVE AND REINSTALL EXISTING STRINGERS | | | 0006 202-06541 5.000 EACH| 750.00000 3750.00| 400.00000 2000.00| 800.00000 4000.00 REMOVE AND REPLACE STRINGERS | | | 0007 202-07003 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 15000.00000 15000.00 REMOVE AND REPLACE EXISTING TIMBER DECK | | | 0008 202-07003 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 5000.00000 5000.00 REMOVE AND REPLACE OR REPAIR LATTICE | | | RAILING | | | 0009 203-02000 12291.000 m3 | 10.00000 122910.00| 7.75000 95255.25| 10.70000 131513.70 EXCAVATION, COMMON | | | 0010 203-51223 266.000 m3 | 9.00000 2394.00| 10.50000 2793.00| 17.00000 4522.00 EXCAVATION, WATERWAY | | | 0011 205-03371 248.000 m3 | 9.00000 2232.00| 22.50000 5580.00| 17.00000 4216.00 SEDIMENT REMOVE | | | 0012 205-06930 5.000 Mg | 90.00000 450.00| 24.00000 120.00| 40.00000 200.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 61-1013120 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06931 426.000 Mg | 16.00000 6816.00| 15.50000 6603.00| 27.70000 11800.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 135.000 Mg | 18.00000 2430.00| 26.50000 3577.50| 16.00000 2160.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 439.000 m | 5.95000 2612.05| 7.25000 3182.75| 5.95000 2612.05 TEMPORARY SILT FENCE | | | 0016 205-06938 72.000 m | 47.00000 3384.00| 47.50000 3420.00| 19.00000 1368.00 TEMPORARY SLOPE DRAIN | | | 0017 206-51215 25.000 m3 | 75.00000 1875.00| 150.00000 3750.00| 145.00000 3625.00 EXCAVATION, X | | | 0018 206-51220 81.000 m3 | 15.00000 1215.00| 100.00000 8100.00| 30.50000 2470.50 EXCAVATION, WET | | | 0019 206-51225 34.000 m3 | 12.00000 408.00| 12.00000 408.00| 17.30000 588.20 EXCAVATION, DRY | | | 0020 207-02045 1042.000 m3 | 6.00000 6252.00| 9.00000 9378.00| 10.00000 10420.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 210-05720 LUMP| 1000.00000 1000.00| 9600.00000 9600.00| 5000.00000 5000.00 REPOINTING MASONRY | | | 0022 211-02050 1110.000 m3 | 23.00000 25530.00| 22.00000 24420.00| 21.25000 23587.50 B BORROW | | | 0023 211-02060 18.100 m3 | 28.00000 506.80| 31.00000 561.10| 38.00000 687.80 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 33.600 m3 | 50.00000 1680.00| 27.50000 924.00| 38.25000 1285.20 AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 165.000 Mg | 17.50000 2887.50| 26.00000 4290.00| 25.00000 4125.00 COMPACTED AGGREGATE, O, 53 FOR SHOULDER,| | | 0026 303-52308 1727.000 Mg | 12.00000 20724.00| 13.25000 22882.75| 12.75000 22019.25 COMPACTED AGGREGATE, O, 53 | | | 0027 402-05474 440.000 Mg | 32.00000 14080.00| 34.50000 15180.00| 33.60000 14784.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 210.000 Mg | 36.00000 7560.00| 44.50000 9345.00| 43.80000 9198.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 404-05514 460.000 m2 | 5.00000 2300.00| 8.50000 3910.00| 8.32000 3827.20 SEAL COAT, 5 | | | 0030 405-05518 2600.000 m2 | 0.80000 2080.00| 0.80000 2080.00| 0.83000 2158.00 ASPHALT FOR PRIME COAT | | | 0031 406-05521 2750.000 m2 | 0.05000 137.50| 0.25000 687.50| 0.23000 632.50 ASPHALT FOR TACK COAT | | | 0032 601-02354 4.000 EACH| 375.00000 1500.00| 425.00000 1700.00| 650.00000 2600.00 GUARDRAIL TRANSITION, WT | | | 0033 601-06037 4.000 EACH| 620.00000 2480.00| 650.00000 2600.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 61-1013120 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-99105 106.680 m | 38.00000 4053.84| 33.00000 3520.44| 38.63000 4121.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 610-05527 197.000 Mg | 40.00000 7880.00| 45.00000 8865.00| 43.80000 8628.60 HMA FOR APPROACHES | | | 0036 610-06257 111.160 m2 | 60.00000 6669.60| 57.50000 6391.70| 75.00000 8337.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 610-06460 27.000 Mg | 18.00000 486.00| 25.00000 675.00| 35.00000 945.00 COMPACTED AGGREGATE, O , SIZE 53, FOR | | | WALK WAY | | | 0038 610-06460 27.000 Mg | 18.00000 486.00| 25.00000 675.00| 35.00000 945.00 COMPACTED AGGREGATE, O , SIZE NO. 2, | | | FOR WALK WAY | | | 0039 611-06497 1.000 EACH| 105.00000 105.00| 160.00000 160.00| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 1.000 EACH| 115.00000 115.00| 210.00000 210.00| 135.00000 135.00 MAILBOX ASSEMBLY, DOUBLE | | | 0041 616-02320 3901.000 m2 | 2.50000 9752.50| 3.25000 12678.25| 1.20000 4681.20 GEOTEXTILES | | | 0042 616-06405 1756.000 Mg | 15.00000 26340.00| 18.50000 32486.00| 23.00000 40388.00 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 635.00000 1270.00| 650.00000 1300.00| 635.00000 1270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 114.000 kg | 9.85000 1122.90| 10.25000 1168.50| 9.85000 1122.90 SEED MIXTURE, LEGUME, 2 | | | 0045 621-06545 2.000 Mg | 560.00000 1120.00| 575.00000 1150.00| 560.00000 1120.00 FERTILIZER | | | 0046 621-06548 8.000 kg | 54.00000 432.00| 57.50000 460.00| 54.00000 432.00 SEED MIXTURE, CV | | | 0047 621-06553 186.000 kg | 8.55000 1590.30| 9.25000 1720.50| 8.55000 1590.30 SEED MIXTURE, R | | | 0048 621-06565 9.000 Mg | 480.00000 4320.00| 490.00000 4410.00| 480.00000 4320.00 MULCHING MATERIAL | | | 0049 621-06567 5.000 kL | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 WATER | | | 0050 621-06574 2367.000 m2 | 3.65000 8639.55| 4.50000 10651.50| 3.65000 8639.55 SODDING | | | 0051 622-05650 8.000 EACH| 365.00000 2920.00| 375.00000 3000.00| 365.00000 2920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 61-1013120 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 622-52436 6.000 EACH| 26.00000 156.00| 27.50000 165.00| 26.00000 156.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 160.000 EACH| 9.85000 1576.00| 10.50000 1680.00| 9.85000 1576.00 SEEDLING | | | 0054 622-98200 4.000 EACH| 26.00000 104.00| 27.50000 110.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0055 701-91792 8.000 EACH| 100.00000 800.00| 110.00000 880.00| 238.00000 1904.00 PILE TIP, STEEL H | | | 0056 701-93658 72.000 m | 90.00000 6480.00| 135.00000 9720.00| 107.00000 7704.00 PILE, STEEL H, HP 310 X 93 | | | 0057 702-51005 85.930 m3 | 500.00000 42965.00| 400.00000 34372.00| 670.00000 57573.10 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 24.660 m3 | 300.00000 7398.00| 380.00000 9370.80| 594.00000 14648.04 CONCRETE, B, FOOTINGS | | | 0059 703-51030 5905.000 kg | 1.10000 6495.50| 1.30000 7676.50| 1.00000 5905.00 REINFORCING STEEL | | | 0060 703-51032 21239.000 kg | 1.25000 26548.75| 1.35000 28672.65| 1.20000 25486.80 REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 151.610 m3 | 550.00000 83385.50| 500.00000 75805.00| 747.00000 113252.67 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-91957 137.160 m | 91.00000 12481.56| 150.00000 20574.00| 104.09000 14276.98 BRIDGE RAILING, THRIE BEAM | | | 0063 707-05984 268.480 m | 340.00000 91283.20| 280.00000 75174.40| 300.00000 80544.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0064 709-51821 LUMP| 2600.00000 2600.00| 3500.00000 3500.00| 4320.00000 4320.00 SURFACE SEAL | | | 0065 715-05021 22.600 m | 76.00000 1717.60| 55.00000 1243.00| 105.00000 2373.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05119 18.900 m | 80.00000 1512.00| 55.00000 1039.50| 105.00000 1984.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0067 715-05171 12.800 m | 70.00000 896.00| 95.00000 1216.00| 174.00000 2227.20 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0068 715-05407 26.200 m | 30.00000 786.00| 10.00000 262.00| 48.00000 1257.60 PIPE, END BENT DRAIN, 150 mm | | | 0069 715-46005 4.000 EACH| 275.00000 1100.00| 225.00000 900.00| 394.00000 1576.00 PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 300.00000 600.00| 250.00000 500.00| 416.00000 832.00 PIPE END SECTION, 450 mm | | | 0071 801-04308 2.000 EACH| 175.00000 350.00| 225.00000 450.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 61-1013120 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06605 8.000 EACH| 100.00000 800.00| 120.00000 960.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0073 801-06625 6.000 EACH| 100.00000 600.00| 110.00000 660.00| 75.00000 450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 9.000 EACH| 100.00000 900.00| 125.00000 1125.00| 95.00000 855.00 CONSTRUCTION SIGN, A | | | 0075 801-06775 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 2667.20000 2667.20 MAINTAINING TRAFFIC | | | 0076 802-76025 0.580 m2 | 175.00000 101.50| 200.00000 116.00| 192.83000 111.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76055 3.700 m | 18.00000 66.60| 30.00000 111.00| 16.24000 60.09 SIGN POST, A | | | SECTION TOTALS | $ 695,154.75| $ 730,407.59| $ 768,385.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 695,154.75| $ 730,407.59| $ 768,385.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1029697 |(5) 35-0626844 |(6) 35-1385672 |MATSUDA, INC. |RUDOLPH, J.H. & CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1500.00000 13500.00| 1448.21000 13033.89 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 39000.00000 39000.00| 77404.54000 77404.54 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| 11900.00000 11900.00| 32690.90000 32690.90 CLEARING RIGHT OF WAY | | | 0005 202-06541 5.000 EACH| 400.00000 2000.00| 800.00000 4000.00| 288.18000 1440.90 REMOVE AND REINSTALL EXISTING STRINGERS | | | 0006 202-06541 5.000 EACH| 600.00000 3000.00| 800.00000 4000.00| 506.58000 2532.90 REMOVE AND REPLACE STRINGERS | | | 0007 202-07003 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 17549.28000 17549.28 REMOVE AND REPLACE EXISTING TIMBER DECK | | | 0008 202-07003 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 11560.96000 11560.96 REMOVE AND REPLACE OR REPAIR LATTICE | | | RAILING | | | 0009 203-02000 12291.000 m3 | 11.00000 135201.00| 7.50000 92182.50| 8.80000 108160.80 EXCAVATION, COMMON | | | 0010 203-51223 266.000 m3 | 20.00000 5320.00| 10.25000 2726.50| 5.88000 1564.08 EXCAVATION, WATERWAY | | | 0011 205-03371 248.000 m3 | 10.00000 2480.00| 21.50000 5332.00| 8.30000 2058.40 SEDIMENT REMOVE | | | 0012 205-06930 5.000 Mg | 20.00000 100.00| 20.00000 100.00| 214.54000 1072.70 SPLASHPAD, RIPRAP | | | 0013 205-06931 426.000 Mg | 17.00000 7242.00| 15.75000 6709.50| 31.62000 13470.12 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 135.000 Mg | 20.00000 2700.00| 26.50000 3577.50| 22.78000 3075.30 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 439.000 m | 6.00000 2634.00| 7.20000 3160.80| 5.95000 2612.05 TEMPORARY SILT FENCE | | | 0016 205-06938 72.000 m | 10.00000 720.00| 50.00000 3600.00| 25.25000 1818.00 TEMPORARY SLOPE DRAIN | | | 0017 206-51215 25.000 m3 | 100.00000 2500.00| 350.00000 8750.00| 156.80000 3920.00 EXCAVATION, X | | | 0018 206-51220 81.000 m3 | 20.00000 1620.00| 90.00000 7290.00| 21.34000 1728.54 EXCAVATION, WET | | | 0019 206-51225 34.000 m3 | 20.00000 680.00| 32.00000 1088.00| 28.14000 956.76 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1029697 |(5) 35-0626844 |(6) 35-1385672 |MATSUDA, INC. |RUDOLPH, J.H. & CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 207-02045 1042.000 m3 | 4.00000 4168.00| 9.30000 9690.60| 12.38000 12899.96 EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 210-05720 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 4910.30000 4910.30 REPOINTING MASONRY | | | 0022 211-02050 1110.000 m3 | 16.00000 17760.00| 22.25000 24697.50| 21.89000 24297.90 B BORROW | | | 0023 211-02060 18.100 m3 | 22.00000 398.20| 32.00000 579.20| 56.74000 1026.99 B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 33.600 m3 | 26.00000 873.60| 56.00000 1881.60| 50.99000 1713.26 AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 165.000 Mg | 25.00000 4125.00| 24.00000 3960.00| 25.00000 4125.00 COMPACTED AGGREGATE, O, 53 FOR SHOULDER,| | | 0026 303-52308 1727.000 Mg | 12.75000 22019.25| 15.75000 27200.25| 12.75000 22019.25 COMPACTED AGGREGATE, O, 53 | | | 0027 402-05474 440.000 Mg | 33.00000 14520.00| 39.50000 17380.00| 33.00000 14520.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 210.000 Mg | 43.00000 9030.00| 52.00000 10920.00| 1.72000 361.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 404-05514 460.000 m2 | 8.25000 3795.00| 4.75000 2185.00| 8.25000 3795.00 SEAL COAT, 5 | | | 0030 405-05518 2600.000 m2 | 0.80000 2080.00| 0.90000 2340.00| 0.80000 2080.00 ASPHALT FOR PRIME COAT | | | 0031 406-05521 2750.000 m2 | 0.20000 550.00| 1.00000 2750.00| 0.20000 550.00 ASPHALT FOR TACK COAT | | | 0032 601-02354 4.000 EACH| 350.00000 1400.00| 685.00000 2740.00| 375.00000 1500.00 GUARDRAIL TRANSITION, WT | | | 0033 601-06037 4.000 EACH| 550.00000 2200.00| 630.00000 2520.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 106.680 m | 30.00000 3200.40| 40.60000 4331.21| 30.00000 3200.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 610-05527 197.000 Mg | 43.00000 8471.00| 70.00000 13790.00| 43.00000 8471.00 HMA FOR APPROACHES | | | 0036 610-06257 111.160 m2 | 110.00000 12227.60| 86.00000 9559.76| 72.07000 8011.30 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 610-06460 27.000 Mg | 30.00000 810.00| 20.00000 540.00| 34.17000 922.59 COMPACTED AGGREGATE, O , SIZE 53, FOR | | | WALK WAY | | | 0038 610-06460 27.000 Mg | 30.00000 810.00| 20.00000 540.00| 34.17000 922.59 COMPACTED AGGREGATE, O , SIZE NO. 2, | | | FOR WALK WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1029697 |(5) 35-0626844 |(6) 35-1385672 |MATSUDA, INC. |RUDOLPH, J.H. & CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 611-06497 1.000 EACH| 160.00000 160.00| 110.00000 110.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 1.000 EACH| 210.00000 210.00| 145.00000 145.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0041 616-02320 3901.000 m2 | 1.75000 6826.75| 3.20000 12483.20| 1.75000 6826.75 GEOTEXTILES | | | 0042 616-06405 1756.000 Mg | 15.00000 26340.00| 18.90000 33188.40| 16.54000 29044.24 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 635.00000 1270.00| 670.00000 1340.00| 635.00000 1270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 114.000 kg | 9.50000 1083.00| 10.35000 1179.90| 9.85000 1122.90 SEED MIXTURE, LEGUME, 2 | | | 0045 621-06545 2.000 Mg | 550.00000 1100.00| 590.00000 1180.00| 560.00000 1120.00 FERTILIZER | | | 0046 621-06548 8.000 kg | 55.00000 440.00| 57.00000 456.00| 54.00000 432.00 SEED MIXTURE, CV | | | 0047 621-06553 186.000 kg | 8.40000 1562.40| 9.00000 1674.00| 8.55000 1590.30 SEED MIXTURE, R | | | 0048 621-06565 9.000 Mg | 500.00000 4500.00| 500.00000 4500.00| 480.00000 4320.00 MULCHING MATERIAL | | | 0049 621-06567 5.000 kL | 1.00000 5.00| 1.05000 5.25| 1.00000 5.00 WATER | | | 0050 621-06574 2367.000 m2 | 3.75000 8876.25| 4.50000 10651.50| 3.65000 8639.55 SODDING | | | 0051 622-05650 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 365.00000 2920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0052 622-52436 6.000 EACH| 25.00000 150.00| 30.00000 180.00| 26.00000 156.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 160.000 EACH| 10.00000 1600.00| 10.35000 1656.00| 9.85000 1576.00 SEEDLING | | | 0054 622-98200 4.000 EACH| 30.00000 120.00| 27.00000 108.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0055 701-91792 8.000 EACH| 100.00000 800.00| 105.00000 840.00| 81.66000 653.28 PILE TIP, STEEL H | | | 0056 701-93658 72.000 m | 140.00000 10080.00| 115.00000 8280.00| 193.02000 13897.44 PILE, STEEL H, HP 310 X 93 | | | 0057 702-51005 85.930 m3 | 400.00000 34372.00| 600.00000 51558.00| 558.32000 47976.44 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 24.660 m3 | 375.00000 9247.50| 500.00000 12330.00| 553.19000 13641.67 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1029697 |(5) 35-0626844 |(6) 35-1385672 |MATSUDA, INC. |RUDOLPH, J.H. & CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 703-51030 5905.000 kg | 1.20000 7086.00| 1.50000 8857.50| 1.30000 7676.50 REINFORCING STEEL | | | 0060 703-51032 21239.000 kg | 1.40000 29734.60| 1.75000 37168.25| 1.42000 30159.38 REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 151.610 m3 | 575.00000 87175.75| 650.00000 98546.50| 668.55000 101358.87 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-91957 137.160 m | 137.50000 18859.50| 110.00000 15087.60| 140.00000 19202.40 BRIDGE RAILING, THRIE BEAM | | | 0063 707-05984 268.480 m | 300.00000 80544.00| 310.00000 83228.80| 287.56000 77204.11 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0064 709-51821 LUMP| 3000.00000 3000.00| 2750.00000 2750.00| 2640.00000 2640.00 SURFACE SEAL | | | 0065 715-05021 22.600 m | 90.00000 2034.00| 56.40000 1274.64| 82.44000 1863.14 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05119 18.900 m | 90.00000 1701.00| 56.40000 1065.96| 84.36000 1594.40 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0067 715-05171 12.800 m | 100.00000 1280.00| 96.85000 1239.68| 54.76000 700.93 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0068 715-05407 26.200 m | 35.00000 917.00| 27.60000 723.12| 22.60000 592.12 PIPE, END BENT DRAIN, 150 mm | | | 0069 715-46005 4.000 EACH| 1000.00000 4000.00| 225.00000 900.00| 301.02000 1204.08 PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 1100.00000 2200.00| 240.00000 480.00| 538.48000 1076.96 PIPE END SECTION, 450 mm | | | 0071 801-04308 2.000 EACH| 175.00000 350.00| 415.00000 830.00| 176.00000 352.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 8.000 EACH| 100.00000 800.00| 210.00000 1680.00| 100.00000 800.00 BARRICADE, IIIA | | | 0073 801-06625 6.000 EACH| 100.00000 600.00| 80.00000 480.00| 100.00000 600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 9.000 EACH| 100.00000 900.00| 100.00000 900.00| 100.00000 900.00 CONSTRUCTION SIGN, A | | | 0075 801-06775 LUMP| 5070.00000 5070.00| 4000.00000 4000.00| 1209.92000 1209.92 MAINTAINING TRAFFIC | | | 0076 802-76025 0.580 m2 | 235.00000 136.30| 205.00000 118.90| 235.00000 136.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76055 3.700 m | 26.00000 96.20| 18.00000 66.60| 26.00000 96.20 SIGN POST, A | | | SECTION TOTALS | $ 771,562.30| $ 791,984.72| $ 819,489.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 771,562.30| $ 791,984.72| $ 819,489.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1275.00000 11475.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48703.70000 48703.70| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14610.00000 14610.00| | CLEARING RIGHT OF WAY | | | 0005 202-06541 5.000 EACH| 3000.00000 15000.00| | REMOVE AND REINSTALL EXISTING STRINGERS | | | 0006 202-06541 5.000 EACH| 3500.00000 17500.00| | REMOVE AND REPLACE STRINGERS | | | 0007 202-07003 LUMP| 33000.00000 33000.00| | REMOVE AND REPLACE EXISTING TIMBER DECK | | | 0008 202-07003 LUMP| 11500.00000 11500.00| | REMOVE AND REPLACE OR REPAIR LATTICE | | | RAILING | | | 0009 203-02000 12291.000 m3 | 14.00000 172074.00| | EXCAVATION, COMMON | | | 0010 203-51223 266.000 m3 | 15.00000 3990.00| | EXCAVATION, WATERWAY | | | 0011 205-03371 248.000 m3 | 28.00000 6944.00| | SEDIMENT REMOVE | | | 0012 205-06930 5.000 Mg | 38.00000 190.00| | SPLASHPAD, RIPRAP | | | 0013 205-06931 426.000 Mg | 24.00000 10224.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 135.000 Mg | 25.00000 3375.00| | TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 439.000 m | 6.00000 2634.00| | TEMPORARY SILT FENCE | | | 0016 205-06938 72.000 m | 50.00000 3600.00| | TEMPORARY SLOPE DRAIN | | | 0017 206-51215 25.000 m3 | 135.00000 3375.00| | EXCAVATION, X | | | 0018 206-51220 81.000 m3 | 160.00000 12960.00| | EXCAVATION, WET | | | 0019 206-51225 34.000 m3 | 40.00000 1360.00| | EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 207-02045 1042.000 m3 | 14.00000 14588.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 210-05720 LUMP| 6000.00000 6000.00| | REPOINTING MASONRY | | | 0022 211-02050 1110.000 m3 | 28.75000 31912.50| | B BORROW | | | 0023 211-02060 18.100 m3 | 39.00000 705.90| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-06467 33.600 m3 | 48.00000 1612.80| | AGGREGATE FOR END BENT BACKFILL | | | 0025 303-52308 165.000 Mg | 34.00000 5610.00| | COMPACTED AGGREGATE, O, 53 FOR SHOULDER,| | | 0026 303-52308 1727.000 Mg | 16.00000 27632.00| | COMPACTED AGGREGATE, O, 53 | | | 0027 402-05474 440.000 Mg | 36.00000 15840.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 210.000 Mg | 42.00000 8820.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0029 404-05514 460.000 m2 | 7.00000 3220.00| | SEAL COAT, 5 | | | 0030 405-05518 2600.000 m2 | 1.05000 2730.00| | ASPHALT FOR PRIME COAT | | | 0031 406-05521 2750.000 m2 | 0.12000 330.00| | ASPHALT FOR TACK COAT | | | 0032 601-02354 4.000 EACH| 665.00000 2660.00| | GUARDRAIL TRANSITION, WT | | | 0033 601-06037 4.000 EACH| 625.00000 2500.00| | GUARDRAIL END TREATMENT, I | | | 0034 601-99105 106.680 m | 40.00000 4267.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 610-05527 197.000 Mg | 45.00000 8865.00| | HMA FOR APPROACHES | | | 0036 610-06257 111.160 m2 | 70.00000 7781.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 610-06460 27.000 Mg | 60.00000 1620.00| | COMPACTED AGGREGATE, O , SIZE 53, FOR | | | WALK WAY | | | 0038 610-06460 27.000 Mg | 60.00000 1620.00| | COMPACTED AGGREGATE, O , SIZE NO. 2, | | | FOR WALK WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 611-06497 1.000 EACH| 106.00000 106.00| | MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 1.000 EACH| 138.00000 138.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0041 616-02320 3901.000 m2 | 2.00000 7802.00| | GEOTEXTILES | | | 0042 616-06405 1756.000 Mg | 24.00000 42144.00| | RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 114.000 kg | 10.00000 1140.00| | SEED MIXTURE, LEGUME, 2 | | | 0045 621-06545 2.000 Mg | 565.00000 1130.00| | FERTILIZER | | | 0046 621-06548 8.000 kg | 55.00000 440.00| | SEED MIXTURE, CV | | | 0047 621-06553 186.000 kg | 9.00000 1674.00| | SEED MIXTURE, R | | | 0048 621-06565 9.000 Mg | 490.00000 4410.00| | MULCHING MATERIAL | | | 0049 621-06567 5.000 kL | 1.00000 5.00| | WATER | | | 0050 621-06574 2367.000 m2 | 3.80000 8994.60| | SODDING | | | 0051 622-05650 8.000 EACH| 375.00000 3000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0052 622-52436 6.000 EACH| 27.00000 162.00| | SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 160.000 EACH| 10.00000 1600.00| | SEEDLING | | | 0054 622-98200 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT DISTURB | | | 0055 701-91792 8.000 EACH| 110.00000 880.00| | PILE TIP, STEEL H | | | 0056 701-93658 72.000 m | 148.00000 10656.00| | PILE, STEEL H, HP 310 X 93 | | | 0057 702-51005 85.930 m3 | 925.00000 79485.25| | CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 24.660 m3 | 400.00000 9864.00| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 620 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,299.65 ROUTE : CIRCLE ROAD CALL ORDER : 620 CONTRACT ID : B -25922-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 703-51030 5905.000 kg | 1.10000 6495.50| | REINFORCING STEEL | | | 0060 703-51032 21239.000 kg | 1.20000 25486.80| | REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 151.610 m3 | 500.00000 75805.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-91957 137.160 m | 106.00000 14538.96| | BRIDGE RAILING, THRIE BEAM | | | 0063 707-05984 268.480 m | 430.00000 115446.40| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0064 709-51821 LUMP| 4400.00000 4400.00| | SURFACE SEAL | | | 0065 715-05021 22.600 m | 71.00000 1604.60| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0066 715-05119 18.900 m | 77.00000 1455.30| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0067 715-05171 12.800 m | 98.00000 1254.40| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0068 715-05407 26.200 m | 32.00000 838.40| | PIPE, END BENT DRAIN, 150 mm | | | 0069 715-46005 4.000 EACH| 225.00000 900.00| | PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 240.00000 480.00| | PIPE END SECTION, 450 mm | | | 0071 801-04308 2.000 EACH| 400.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 8.000 EACH| 205.00000 1640.00| | BARRICADE, IIIA | | | 0073 801-06625 6.000 EACH| 78.00000 468.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 9.000 EACH| 98.00000 882.00| | CONSTRUCTION SIGN, A | | | 0075 801-06775 LUMP| 2633.00000 2633.00| | MAINTAINING TRAFFIC | | | 0076 802-76025 0.580 m2 | 194.00000 112.52| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76055 3.700 m | 17.00000 62.89| | SIGN POST, A | | | SECTION TOTALS | $ 974,171.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 974,171.92| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/01 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,949.82 ROUTE : SR 327 CALL ORDER : 630 CONTRACT ID : B -26084-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 12/22/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3517014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 61,344.00 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 72,844.00 118.7467% 3 31-1028573 CIVIL CONSTRUCTION, INC. $ 118,534.76 193.2295% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1057237 |(3) 31-1028573 |PIONEER ASSOCIATES, INC. |MCCOY, R.L., INC. |CIVIL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 10090.00000 10090.00| 3600.00000 3600.00| 6774.00000 6774.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 17800.00000 17800.00| 10000.00000 10000.00| 25375.00000 25375.00 STRUCTURAL STEEL | | | 0003 711-51038 LUMP| 24280.00000 24280.00| 48600.00000 48600.00| 27952.00000 27952.00 STRUCTURAL STEEL FIELD ERECTION | | | 0004 711-51864 120.000 EACH| 7.00000 840.00| 30.00000 3600.00| 188.90000 22668.00 DRILLED HOLE | | | 0005 711-51866 156.000 EACH| 10.00000 1560.00| 15.00000 2340.00| 205.46000 32051.76 RIVET, REMOVE | | | 0006 711-51867 100.000 SQIN| 14.00000 1400.00| 10.00000 1000.00| 1.05000 105.00 STRUCTURAL STEEL CUTTING | | | 0007 801-03290 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 CONSTRUCTION SIGN, C | | | 0008 801-04308 2.000 EACH| 135.00000 270.00| 135.00000 270.00| 135.00000 270.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0009 801-06605 4.000 EACH| 49.00000 196.00| 49.00000 196.00| 49.00000 196.00 BARRICADE, IIIA | | | 0010 801-06606 2.000 EACH| 55.00000 110.00| 55.00000 110.00| 55.00000 110.00 BARRICADE, IIIB | | | 0011 801-06625 27.000 EACH| 39.00000 1053.00| 39.00000 1053.00| 39.00000 1053.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0012 801-06640 9.000 EACH| 75.00000 675.00| 75.00000 675.00| 75.00000 675.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 2270.00000 2270.00| 600.00000 600.00| 505.00000 505.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 61,344.00| $ 72,844.00| $ 118,534.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 61,344.00| $ 72,844.00| $ 118,534.76 ====================================================================================================================================