INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N306005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 2,403,937.71 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,531,628.94 105.3117% 3 36-2231526 WALSH CONSTR CO OF ILL $ 2,589,243.14 107.7084% 4 35-1212938 ATLAS EXCAVATING, INC. $ 2,628,192.14 109.3286% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,746,070.23 114.2321% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 2,752,701.81 114.5080% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 1400.00000 12600.00| 2047.50000 18427.50| 1491.11000 13419.99 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15500.00000 15500.00| 18000.00000 18000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 120000.00000 120000.00| 125000.00000 125000.00| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 710.000 m2 | 7.25000 5147.50| 12.50000 8875.00| 15.00000 10650.00 PAVEMENT, REMOVE | | | 0006 202-02241 1225.000 m | 6.25000 7656.25| 6.25000 7656.25| 8.00000 9800.00 GUARDRAIL, REMOVE | | | 0007 202-02277 220.000 m | 3.45000 759.00| 9.50000 2090.00| 20.00000 4400.00 GUTTER, LIP, REMOVE | | | 0008 202-51133 350.000 m | 17.00000 5950.00| 8.00000 2800.00| 20.00000 7000.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 225000.00000 225000.00| 170000.00000 170000.00| 101378.63000 101378.63 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 478.000 m2 | 5.50000 2629.00| 32.00000 15296.00| 12.00000 5736.00 SLOPEWALL, REMOVE | | | 0011 202-60820 2265.000 m2 | 3.45000 7814.25| 1.07000 2423.55| 1.75000 3963.75 SURFACE MILLING, ASPHALT | | | 0012 202-60822 650.000 m2 | 3.45000 2242.50| 4.69000 3048.50| 1.75000 1137.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-99383 47.000 m | 59.00000 2773.00| 45.55000 2140.85| 33.58000 1578.26 TERMINAL JOINT, REMOVE | | | 0014 203-02000 1610.000 m3 | 18.00000 28980.00| 20.00000 32200.00| 20.72000 33359.20 EXCAVATION, COMMON | | | 0015 203-02070 30.000 m3 | 29.00000 870.00| 30.00000 900.00| 135.96000 4078.80 BORROW | | | 0016 205-02224 500.000 m | 6.50000 3250.00| 6.50000 3250.00| 6.50000 3250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 206-51230 36.000 m3 | 24.00000 864.00| 35.00000 1260.00| 41.16000 1481.76 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 211-02060 64.000 m3 | 33.50000 2144.00| 25.00000 1600.00| 61.66000 3946.24 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 6.000 m3 | 210.00000 1260.00| 275.00000 1650.00| 250.00000 1500.00 FLOWABLE MORTAR | | | 0020 213-52831 10.000 EACH| 30.00000 300.00| 50.00000 500.00| 31.34000 313.40 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0021 303-52308 286.000 Mg | 24.00000 6864.00| 19.40000 5548.40| 17.02000 4867.72 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 2250.000 Mg | 18.50000 41625.00| 15.74000 35415.00| 13.17000 29632.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 402-05474 25.000 Mg | 46.00000 1150.00| 46.00000 1150.00| 48.00000 1200.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 265.000 Mg | 46.00000 12190.00| 46.00000 12190.00| 47.00000 12455.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 1775.000 Mg | 31.00000 55025.00| 31.00000 55025.00| 32.00000 56800.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05487 545.000 Mg | 34.00000 18530.00| 34.00000 18530.00| 35.00000 19075.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0027 402-05490 250.000 Mg | 39.00000 9750.00| 39.00000 9750.00| 40.00000 10000.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 4.500 Mg | 330.00000 1485.00| 330.00000 1485.00| 330.00000 1485.00 ASPHALT FOR TACK COAT | | | 0029 501-05310 47.000 m | 290.00000 13630.00| 240.00000 11280.00| 307.90000 14471.30 TERMINAL JOINT | | | 0030 601-01115 4.763 m | 93.00000 442.96| 93.00000 442.96| 92.94000 442.67 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0031 601-01522 6.000 EACH| 1300.00000 7800.00| 1300.00000 7800.00| 1300.00000 7800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-02103 83.820 m | 43.00000 3604.26| 43.00000 3604.26| 43.00000 3604.26 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-04746 2.000 EACH| 5100.00000 10200.00| 8150.00000 16300.00| 8180.00000 16360.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-05999 4.000 EACH| 45.00000 180.00| 45.00000 180.00| 45.00000 180.00 CURVED TERMINAL END | | | 0035 601-06037 4.000 EACH| 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00 GUARDRAIL END TREATMENT, I | | | 0036 601-94690 2.000 EACH| 3350.00000 6700.00| 3350.00000 6700.00| 3350.00000 6700.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-97803 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 838.200 m | 32.55000 27283.41| 32.55000 27283.41| 32.55000 27283.41 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 7.620 m | 58.00000 441.96| 58.00000 441.96| 58.00000 441.96 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0040 601-99108 175.260 m | 47.00000 8237.22| 47.00000 8237.22| 47.00000 8237.22 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0041 601-99132 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0042 602-06639 10.000 m | 55.00000 550.00| 52.50000 525.00| 300.00000 3000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06646 1150.000 m | 40.00000 46000.00| 41.00000 47150.00| 75.00000 86250.00 TEMPORARY CONCRETE BARRIER | | | 0044 602-06729 16.000 EACH| 5.00000 80.00| 7.18000 114.88| 5.98000 95.68 BARRIER DELINEATOR | | | 0045 605-06145 217.000 m | 45.00000 9765.00| 40.00000 8680.00| 43.17000 9367.89 CURB AND GUTTER, B, CONCRETE | | | 0046 605-06155 3.000 m | 45.00000 135.00| 50.00000 150.00| 49.20000 147.60 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 610-05527 3175.000 Mg | 30.00000 95250.00| 30.00000 95250.00| 30.00000 95250.00 HMA FOR APPROACHES | | | 0048 610-06257 735.400 m2 | 51.00000 37505.40| 42.50000 31254.50| 51.32000 37740.73 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0049 611-03393 2.000 EACH| 18500.00000 37000.00| 30000.00000 60000.00| 30000.00000 60000.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0050 616-51367 481.000 m2 | 39.00000 18759.00| 42.50000 20442.50| 40.94100 19692.62 SLOPEWALL, CONCRETE, 100 mm | | | 0051 616-93772 6.000 EACH| 166.00000 996.00| 150.00000 900.00| 73.18000 439.08 INSPECTION HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-01004 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 1.000 Mg | 865.00000 865.00| 865.00000 865.00| 865.00000 865.00 FERTILIZER | | | 0054 621-06553 200.000 kg | 11.70000 2340.00| 11.70000 2340.00| 11.70000 2340.00 SEED MIXTURE, R | | | 0055 621-06565 4.700 Mg | 665.00000 3125.50| 665.00000 3125.50| 665.00000 3125.50 MULCHING MATERIAL | | | 0056 621-06570 200.000 m3 | 33.00000 6600.00| 50.00000 10000.00| 18.13000 3626.00 TOP SOIL | | | 0057 702-51005 54.300 m3 | 1270.00000 68961.00| 650.00000 35295.00| 1137.62000 61772.77 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51100 55.000 kg | 7.50000 412.50| 10.00000 550.00| 8.66000 476.30 DRAIN PIPE, CAST IRON, 150 mm | | | 0059 702-51110 174.000 kg | 4.85000 843.90| 5.00000 870.00| 6.17000 1073.58 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 702-51863 1778.000 EACH| 7.50000 13335.00| 8.00000 14224.00| 8.00000 14224.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 10036.000 kg | 1.20000 12043.20| 1.35000 13548.60| 1.12000 11240.32 REINFORCING STEEL | | | 0062 703-51032 97372.000 kg | 1.45000 141189.40| 1.75000 170401.00| 1.26000 122688.72 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 553.800 m3 | 390.00000 215982.00| 550.00000 304590.00| 600.00000 332280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 8.000 EACH| 1200.00000 9600.00| 1100.00000 8800.00| 1002.66000 8021.28 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51025 344.800 m | 105.00000 36204.00| 95.00000 32756.00| 150.00000 51720.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 18200.00000 18200.00| 18200.54000 18200.54| 18199.03000 18199.03 SURFACE SEAL | | | 0067 710-51870 11.000 m2 | 375.00000 4125.00| 1100.00000 12100.00| 455.56000 5011.16 REPOINTING MASONRY IN STRUCTURES | | | 0068 711-51038 LUMP| 700000.00000 700000.00| 749758.76000 749758.76| 700000.00000 700000.00 STRUCTURAL STEEL | | | 0069 713-97149 2.000 EACH| 8100.00000 16200.00| 5000.00000 10000.00| 6259.73000 12519.46 TEMPORARY RAMP CONNECTOR | | | 0070 715-05119 234.500 m | 60.00000 14070.00| 70.00000 16415.00| 49.73000 11661.69 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-46005 10.000 EACH| 240.00000 2400.00| 150.00000 1500.00| 186.33000 1863.30 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 720-44000 3.000 EACH| 250.00000 750.00| 150.00000 450.00| 432.73000 1298.19 CASTING, ADJUST TO GRADE | | | 0073 724-03276 68.000 m | 155.00000 10540.00| 250.00000 17000.00| 131.42000 8936.56 EXPANSION JOINT SEALING SYSTEM | | | 0074 726-92406 80.000 EACH| 640.00000 51200.00| 750.00000 60000.00| 714.61000 57168.80 BEARING ASSEMBLY, ELASTOMERIC | | | 0075 801-01093 8.000 EACH| 750.00000 6000.00| 500.00000 4000.00| 500.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-01851 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0077 801-06207 7275.000 m | 2.60000 18915.00| 2.75000 20006.25| 2.75000 20006.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0078 801-06218 44.000 m | 15.00000 660.00| 17.00000 748.00| 17.00000 748.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0079 801-06469 1630.000 m | 5.00000 8150.00| 5.50000 8965.00| 5.50000 8965.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0080 801-06605 12.000 EACH| 100.00000 1200.00| 145.00000 1740.00| 145.00000 1740.00 BARRICADE, IIIA | | | 0081 801-06606 25.000 EACH| 110.00000 2750.00| 145.00000 3625.00| 145.00000 3625.00 BARRICADE, IIIB | | | 0082 801-06640 64.000 EACH| 90.00000 5760.00| 108.00000 6912.00| 108.00000 6912.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 4.000 EACH| 40.00000 160.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 540.000 DAY | 14.00000 7560.00| 15.00000 8100.00| 15.00000 8100.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 39000.00000 39000.00| 25000.00000 25000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0086 801-09133 3.000 EACH| 6000.00000 18000.00| 7250.00000 21750.00| 7250.00000 21750.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0087 805-03902 12.000 m | 30.00000 360.00| 30.00000 360.00| 30.00000 360.00 CONDUIT, STEEL, GALVANIZED, FLEXIBLE, | | | 25 mm , 25 mm | | | 0088 805-04951 2.000 EACH| 130.00000 260.00| 350.00000 700.00| 1055.63000 2111.26 PLATE , STEEL, 1070 mm X 1070 mm X 13 mm| | | 0089 805-96188 12.000 m | 5.00000 60.00| 5.00000 60.00| 5.00000 60.00 WIRE, AWG, NO. 10 COPPER STRANDED IN | | | DUCT, 2 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 807-87210 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, 150 WATT | | | 0091 808-06711 855.000 m | 0.60000 513.00| 0.47000 401.85| 0.40000 342.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0092 808-06713 650.000 m | 0.60000 390.00| 0.47000 305.50| 0.40000 260.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06714 2055.000 m | 0.60000 1233.00| 0.47000 965.85| 0.40000 822.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0094 808-06716 2535.000 m | 1.30000 3295.50| 2.13000 5399.55| 0.96000 2433.60 LINE, REMOVE | | | 0095 808-75996 80.000 EACH| 8.70000 696.00| 7.36000 588.80| 4.34000 347.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 96.000 EACH| 45.00000 4320.00| 45.00000 4320.00| 27.00000 2592.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 801-03290 3.000 EACH| 110.00000 330.00| 108.00000 324.00| 108.00000 324.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 2,403,937.71| $ 2,531,628.94| $ 2,589,243.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,403,937.71| $ 2,531,628.94| $ 2,589,243.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 750.00000 6750.00| 1100.00000 9900.00| 2000.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11600.00000 11600.00| 21000.00000 21000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 135000.00000 135000.00| 125000.00000 125000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 13000.00000 13000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 710.000 m2 | 14.50000 10295.00| 12.35000 8768.50| 15.00000 10650.00 PAVEMENT, REMOVE | | | 0006 202-02241 1225.000 m | 11.50000 14087.50| 6.25000 7656.25| 6.25000 7656.25 GUARDRAIL, REMOVE | | | 0007 202-02277 220.000 m | 14.00000 3080.00| 11.10000 2442.00| 15.00000 3300.00 GUTTER, LIP, REMOVE | | | 0008 202-51133 350.000 m | 7.50000 2625.00| 8.88000 3108.00| 20.00000 7000.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 247000.00000 247000.00| 215000.00000 215000.00| 276804.41000 276804.41 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 478.000 m2 | 8.10000 3871.80| 12.24000 5850.72| 8.00000 3824.00 SLOPEWALL, REMOVE | | | 0011 202-60820 2265.000 m2 | 1.90000 4303.50| 3.95000 8946.75| 5.00000 11325.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 650.000 m2 | 5.30000 3445.00| 3.95000 2567.50| 7.00000 4550.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-99383 47.000 m | 70.00000 3290.00| 51.98000 2443.06| 50.00000 2350.00 TERMINAL JOINT, REMOVE | | | 0014 203-02000 1610.000 m3 | 19.00000 30590.00| 14.19000 22845.90| 7.50000 12075.00 EXCAVATION, COMMON | | | 0015 203-02070 30.000 m3 | 17.00000 510.00| 12.53000 375.90| 25.00000 750.00 BORROW | | | 0016 205-02224 500.000 m | 5.20000 2600.00| 6.50000 3250.00| 6.50000 3250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 206-51230 36.000 m3 | 51.00000 1836.00| 24.80000 892.80| 25.00000 900.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 211-02060 64.000 m3 | 41.00000 2624.00| 25.93000 1659.52| 25.00000 1600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 6.000 m3 | 145.00000 870.00| 106.79000 640.74| 250.00000 1500.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 213-52831 10.000 EACH| 30.00000 300.00| 52.25000 522.50| 50.00000 500.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0021 303-52308 286.000 Mg | 17.50000 5005.00| 19.95000 5705.70| 26.00000 7436.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 2250.000 Mg | 14.00000 31500.00| 19.75000 44437.50| 20.00000 45000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 402-05474 25.000 Mg | 48.00000 1200.00| 44.60000 1115.00| 78.00000 1950.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 265.000 Mg | 48.00000 12720.00| 44.60000 11819.00| 57.00000 15105.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 1775.000 Mg | 41.00000 72775.00| 37.00000 65675.00| 37.00000 65675.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05487 545.000 Mg | 43.00000 23435.00| 36.70000 20001.50| 51.00000 27795.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0027 402-05490 250.000 Mg | 47.00000 11750.00| 56.75000 14187.50| 57.00000 14250.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 4.500 Mg | 345.00000 1552.50| 700.00000 3150.00| 600.00000 2700.00 ASPHALT FOR TACK COAT | | | 0029 501-05310 47.000 m | 310.00000 14570.00| 270.63000 12719.61| 275.00000 12925.00 TERMINAL JOINT | | | 0030 601-01115 4.763 m | 96.00000 457.25| 93.00000 442.96| 92.94000 442.67 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0031 601-01522 6.000 EACH| 1400.00000 8400.00| 1300.00000 7800.00| 1300.00000 7800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-02103 83.820 m | 45.00000 3771.90| 43.00000 3604.26| 43.00000 3604.26 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0033 601-04746 2.000 EACH| 5200.00000 10400.00| 81.50000 163.00| 8150.00000 16300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-05999 4.000 EACH| 47.00000 188.00| 45.00000 180.00| 45.00000 180.00 CURVED TERMINAL END | | | 0035 601-06037 4.000 EACH| 650.00000 2600.00| 625.00000 2500.00| 625.00000 2500.00 GUARDRAIL END TREATMENT, I | | | 0036 601-94690 2.000 EACH| 3500.00000 7000.00| 3350.00000 6700.00| 3350.00000 6700.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-97803 1.000 EACH| 2300.00000 2300.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 838.200 m | 34.00000 28498.80| 32.55000 27283.41| 32.55000 27283.41 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 7.620 m | 60.00000 457.20| 58.00000 441.96| 58.00000 441.96 GUARDRAIL, W BEAM, 0.952 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-99108 175.260 m | 49.00000 8587.74| 47.00000 8237.22| 47.00000 8237.22 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0041 601-99132 2.000 EACH| 66.25000 132.50| 60.00000 120.00| 60.00000 120.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0042 602-06639 10.000 m | 135.00000 1350.00| 78.73000 787.30| 70.00000 700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06646 1150.000 m | 75.00000 86250.00| 44.99000 51738.50| 55.00000 63250.00 TEMPORARY CONCRETE BARRIER | | | 0044 602-06729 16.000 EACH| 8.25000 132.00| 7.50000 120.00| 10.00000 160.00 BARRIER DELINEATOR | | | 0045 605-06145 217.000 m | 46.00000 9982.00| 49.00000 10633.00| 70.00000 15190.00 CURB AND GUTTER, B, CONCRETE | | | 0046 605-06155 3.000 m | 62.00000 186.00| 75.00000 225.00| 100.00000 300.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 610-05527 3175.000 Mg | 35.00000 111125.00| 32.60000 103505.00| 35.00000 111125.00 HMA FOR APPROACHES | | | 0048 610-06257 735.400 m2 | 52.00000 38240.80| 43.40000 31916.36| 55.00000 40447.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0049 611-03393 2.000 EACH| 25000.00000 50000.00| 30000.00000 60000.00| 55000.00000 110000.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0050 616-51367 481.000 m2 | 24.50000 11784.50| 58.81000 28287.61| 55.00000 26455.00 SLOPEWALL, CONCRETE, 100 mm | | | 0051 616-93772 6.000 EACH| 250.00000 1500.00| 113.33000 679.98| 75.00000 450.00 INSPECTION HOLE | | | 0052 621-01004 2.000 EACH| 830.00000 1660.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 1.000 Mg | 900.00000 900.00| 865.00000 865.00| 865.00000 865.00 FERTILIZER | | | 0054 621-06553 200.000 kg | 12.20000 2440.00| 11.70000 2340.00| 11.70000 2340.00 SEED MIXTURE, R | | | 0055 621-06565 4.700 Mg | 700.00000 3290.00| 665.00000 3125.50| 665.00000 3125.50 MULCHING MATERIAL | | | 0056 621-06570 200.000 m3 | 27.00000 5400.00| 16.58000 3316.00| 18.00000 3600.00 TOP SOIL | | | 0057 702-51005 54.300 m3 | 750.00000 40725.00| 806.33000 43783.72| 900.00000 48870.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51100 55.000 kg | 9.00000 495.00| 8.50000 467.50| 8.00000 440.00 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-51110 174.000 kg | 4.70000 817.80| 5.00000 870.00| 8.00000 1392.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 702-51863 1778.000 EACH| 9.50000 16891.00| 7.12000 12659.36| 10.00000 17780.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 10036.000 kg | 1.55000 15555.80| 1.18000 11842.48| 1.55000 15555.80 REINFORCING STEEL | | | 0062 703-51032 97372.000 kg | 1.60000 155795.20| 1.30000 126583.60| 1.60000 155795.20 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 553.800 m3 | 370.00000 204906.00| 474.16000 262589.81| 525.00000 290745.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 8.000 EACH| 1300.00000 10400.00| 1114.78000 8918.24| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51025 344.800 m | 52.00000 17929.60| 95.00000 32756.00| 100.00000 34480.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 22000.00000 22000.00| 19000.00000 19000.00| 19000.00000 19000.00 SURFACE SEAL | | | 0067 710-51870 11.000 m2 | 390.00000 4290.00| 400.00000 4400.00| 750.00000 8250.00 REPOINTING MASONRY IN STRUCTURES | | | 0068 711-51038 LUMP| 800000.00000 800000.00| 986000.00000 986000.00| 705518.98000 705518.98 STRUCTURAL STEEL | | | 0069 713-97149 2.000 EACH| 8000.00000 16000.00| 12187.28000 24374.56| 10000.00000 20000.00 TEMPORARY RAMP CONNECTOR | | | 0070 715-05119 234.500 m | 78.00000 18291.00| 75.00000 17587.50| 70.00000 16415.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-46005 10.000 EACH| 225.00000 2250.00| 215.00000 2150.00| 300.00000 3000.00 PIPE END SECTION, 375 mm | | | 0072 720-44000 3.000 EACH| 300.00000 900.00| 275.00000 825.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0073 724-03276 68.000 m | 170.00000 11560.00| 350.00000 23800.00| 265.00000 18020.00 EXPANSION JOINT SEALING SYSTEM | | | 0074 726-92406 80.000 EACH| 750.00000 60000.00| 669.25000 53540.00| 1000.00000 80000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0075 801-01093 8.000 EACH| 530.00000 4240.00| 470.00000 3760.00| 750.00000 6000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-01851 LUMP| 19000.00000 19000.00| 18000.00000 18000.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0077 801-06207 7275.000 m | 0.29000 2109.75| 3.05000 22188.75| 2.59000 18842.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0078 801-06218 44.000 m | 17.90000 787.60| 20.00000 880.00| 15.00000 660.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06469 1630.000 m | 5.80000 9454.00| 5.60000 9128.00| 5.04000 8215.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0080 801-06605 12.000 EACH| 155.00000 1860.00| 67.00000 804.00| 100.00000 1200.00 BARRICADE, IIIA | | | 0081 801-06606 25.000 EACH| 155.00000 3875.00| 92.00000 2300.00| 110.00000 2750.00 BARRICADE, IIIB | | | 0082 801-06640 64.000 EACH| 120.00000 7680.00| 109.00000 6976.00| 90.00000 5760.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 4.000 EACH| 53.00000 212.00| 50.00000 200.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 540.000 DAY | 15.50000 8370.00| 15.75000 8505.00| 14.00000 7560.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 75000.00000 75000.00| 10900.00000 10900.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0086 801-09133 3.000 EACH| 5600.00000 16800.00| 8400.00000 25200.00| 6000.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0087 805-03902 12.000 m | 32.00000 384.00| 30.00000 360.00| 30.00000 360.00 CONDUIT, STEEL, GALVANIZED, FLEXIBLE, | | | 25 mm , 25 mm | | | 0088 805-04951 2.000 EACH| 490.00000 980.00| 206.00000 412.00| 175.00000 350.00 PLATE , STEEL, 1070 mm X 1070 mm X 13 mm| | | 0089 805-96188 12.000 m | 5.30000 63.60| 5.00000 60.00| 5.00000 60.00 WIRE, AWG, NO. 10 COPPER STRANDED IN | | | DUCT, 2 1/C | | | 0090 807-87210 4.000 EACH| 530.00000 2120.00| 500.00000 2000.00| 500.00000 2000.00 LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, 150 WATT | | | 0091 808-06711 855.000 m | 0.45000 384.75| 0.47000 401.85| 0.57000 487.35 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0092 808-06713 650.000 m | 0.45000 292.50| 0.47000 305.50| 0.57000 370.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0093 808-06714 2055.000 m | 0.45000 924.75| 0.47000 965.85| 0.57000 1171.35 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0094 808-06716 2535.000 m | 2.20000 5577.00| 0.90000 2281.50| 1.30000 3295.50 LINE, REMOVE | | | 0095 808-75996 80.000 EACH| 12.00000 960.00| 17.00000 1360.00| 10.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 96.000 EACH| 28.30000 2716.80| 29.75000 2856.00| 30.00000 2880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 401 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,489,409.56 ROUTE : US 12 CALL ORDER : 401 CONTRACT ID : B -24596-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035114 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-03290 3.000 EACH| 125.00000 375.00| 195.00000 585.00| 110.00000 330.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 2,628,192.14| $ 2,746,070.23| $ 2,752,701.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,628,192.14| $ 2,746,070.23| $ 2,752,701.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N367001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 740,882.99 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 870,118.90 117.4434% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 873,751.31 117.9337% 4 35-1106884 ELLAS CONSTRUCTION CO $ 881,746.12 119.0128% 5 35-1212938 ATLAS EXCAVATING, INC. $ 910,244.13 122.8593% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 1936.10000 11616.60| 2281.67000 13690.02 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 3458.16000 3458.16| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 42948.07000 42948.07| 43500.00000 43500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 4608.37000 4608.37| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-01502 2.000 EACH| 400.00000 800.00| 105.00000 210.00| 250.00000 500.00 LIGHT STANDARD, REMOVE | | | 0006 202-02240 365.000 m2 | 16.72000 6102.80| 14.71000 5369.15| 15.00000 5475.00 PAVEMENT, REMOVE | | | 0007 202-02241 336.000 m | 10.00000 3360.00| 8.00000 2688.00| 8.00000 2688.00 GUARDRAIL, REMOVE | | | 0008 202-51133 348.000 m | 7.00000 2436.00| 5.50000 1914.00| 8.00000 2784.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 40000.00000 40000.00| 65444.97000 65444.97| 63000.00000 63000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60822 2082.400 m2 | 4.50000 9370.80| 3.37000 7017.69| 4.23000 8808.55 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02000 450.000 m3 | 9.16000 4122.00| 34.23000 15403.50| 40.00000 18000.00 EXCAVATION, COMMON | | | 0013 205-02224 975.000 m | 7.00000 6825.00| 5.86000 5713.50| 5.86000 5713.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 2.000 EACH| 220.00000 440.00| 165.00000 330.00| 165.00000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 303-52308 163.400 Mg | 24.00000 3921.60| 12.87000 2102.96| 25.00000 4085.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05481 774.000 Mg | 57.17000 44249.58| 36.00000 27864.00| 36.00000 27864.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 36.000 m2 | 20.00000 720.00| 15.00000 540.00| 15.00000 540.00 SEAL COAT, 2 | | | 0021 405-05517 2.200 Mg | 433.00000 952.60| 380.00000 836.00| 380.00000 836.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.400 Mg | 400.00000 160.00| 380.00000 152.00| 380.00000 152.00 ASPHALT FOR TACK COAT | | | 0023 502-06330 228.000 m2 | 60.00000 13680.00| 95.27000 21721.56| 50.00000 11400.00 PCCP, 325 mm | | | 0024 601-01522 4.000 EACH| 1450.00000 5800.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-94689 2.000 EACH| 3650.00000 7300.00| 3300.00000 6600.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-94690 2.000 EACH| 3650.00000 7300.00| 3300.00000 6600.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0027 601-99105 158.115 m | 40.00000 6324.60| 36.00000 5692.14| 36.00000 5692.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99108 198.120 m | 55.00000 10896.60| 50.00000 9906.00| 50.00000 9906.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0029 602-06639 406.000 m | 59.00000 23954.00| 49.23000 19987.38| 60.00000 24360.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06729 24.000 EACH| 12.00000 288.00| 10.00000 240.00| 6.44000 154.56 BARRIER DELINEATOR | | | 0031 610-06261 381.600 m2 | 62.14000 23712.62| 75.45000 28791.72| 60.00000 22896.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0032 616-02320 83.200 m2 | 9.62000 800.38| 3.11000 258.75| 10.00000 832.00 GEOTEXTILES | | | 0033 616-06405 84.900 Mg | 33.00000 2801.70| 30.69000 2605.58| 50.00000 4245.00 RIPRAP, REVETMENT | | | 0034 619-04414 24.000 EACH| 140.00000 3360.00| 249.47000 5987.28| 150.00000 3600.00 DRAIN EXTENSION | | | 0035 619-05926 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-01004 1.000 EACH| 600.00000 600.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 0.100 kg | 65.00000 6.50| 55.00000 5.50| 55.00000 5.50 SEED MIXTURE, CV | | | 0040 621-06559 100.000 m2 | 6.50000 650.00| 4.25000 425.00| 4.25000 425.00 MULCHED SEEDING, R | | | 0041 702-51110 3506.000 kg | 6.61000 23174.66| 4.00000 14024.00| 5.00000 17530.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 3782.000 EACH| 5.00000 18910.00| 6.80000 25717.60| 8.00000 30256.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 702-90915 8.800 m3 | 1700.00000 14960.00| 1935.79000 17034.95| 2000.00000 17600.00 CONCRETE, A | | | 0044 702-93722 8.400 m3 | 785.00000 6594.00| 1670.30000 14030.52| 850.00000 7140.00 CONCRETE, C | | | 0045 703-06028 176.000 kg | 2.70000 475.20| 0.99000 174.24| 25.00000 4400.00 REINFORCING BARS | | | 0046 703-06029 28420.000 kg | 1.30000 36946.00| 1.24000 35240.80| 2.00000 56840.00 REINFORCING BARS, EPOXY COATED | | | 0047 703-51030 3418.000 kg | 1.00000 3418.00| 1.10000 3759.80| 1.50000 5127.00 REINFORCING STEEL , PAVEMENT | | | 0048 704-51002 38.600 m3 | 790.00000 30494.00| 605.50000 23372.30| 750.00000 28950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 8.000 EACH| 1400.00000 11200.00| 1100.00000 8800.00| 900.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 83.800 m3 | 481.00000 40307.80| 386.00000 32346.80| 350.00000 29330.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 11000.00000 11000.00| 8500.00000 8500.00| 12877.57000 12877.57 SURFACE SEAL | | | 0052 710-51870 52.000 m2 | 30.00000 1560.00| 951.91000 49499.32| 1000.00000 52000.00 REPOINTING MASONRY IN STRUCTURES | | | 0053 722-51401 20.000 m2 | 215.00000 4300.00| 567.53000 11350.60| 300.00000 6000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 2082.400 m2 | 40.00000 83296.00| 49.83000 103765.99| 50.00000 104120.00 BRIDGE DECK OVERLAY | | | 0055 722-51846 26.000 m3 | 395.00000 10270.00| 395.00000 10270.00| 395.00000 10270.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 520.000 m2 | 75.00000 39000.00| 137.54000 71520.80| 90.00000 46800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 724-51925 51.800 m | 220.00000 11396.00| 626.22000 32438.20| 300.00000 15540.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 727-90308 9.000 m | 200.00000 1800.00| 95.00000 855.00| 80.00000 720.00 EPOXY INJECTION, CRACK PREPARATION | | | 0059 727-90309 18.000 L | 50.00000 900.00| 23.00000 414.00| 25.00000 450.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0060 727-93560 LUMP| 700.00000 700.00| 500.00000 500.00| 500.00000 500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0061 801-06203 529.000 m | 1.85000 978.65| 1.20000 634.80| 1.20000 634.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06640 31.000 EACH| 130.00000 4030.00| 69.00000 2139.00| 69.00000 2139.00 CONSTRUCTION SIGN, A | | | 0063 801-06710 180.000 DAY | 20.00000 3600.00| 15.00000 2700.00| 15.00000 2700.00 FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 15000.00000 15000.00| 8730.00000 8730.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0065 805-06592 187.000 m | 65.00000 12155.00| 26.00000 4862.00| 49.20000 9200.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 807-94480 2.000 EACH| 600.00000 1200.00| 190.00000 380.00| 450.00000 900.00 LIGHT STANDARD, INSTALL | | | 0067 808-06703 520.000 m | 1.45000 754.00| 1.67000 868.40| 1.64000 852.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-06716 1086.000 m | 1.45000 1574.70| 1.47000 1596.42| 1.47000 1596.42 LINE, REMOVE | | | 0069 808-75051 230.000 m | 6.00000 1380.00| 4.10000 943.00| 4.10000 943.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0070 808-75054 230.000 m | 6.00000 1380.00| 4.10000 943.00| 4.10000 943.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0073 808-75245 520.000 m | 1.40000 728.00| 1.64000 852.80| 1.64000 852.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75998 21.000 EACH| 65.00000 1365.00| 50.00000 1050.00| 50.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 202-51368 44.000 m2 | 50.00000 2200.00| 9.26000 407.44| 150.00000 6600.00 SLOPEWALL, REMOVE | | | 0076 503-05310 48.400 m | 250.00000 12100.00| 282.82000 13688.49| 250.00000 12100.00 TERMINAL JOINT | | | 0077 807-02191 2.000 EACH| 830.00000 1660.00| 640.00000 1280.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0078 807-95522 174.000 EACH| 8.00000 1392.00| 12.60000 2192.40| 4.00000 696.00 PIPE STRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75996 21.000 EACH| 10.00000 210.00| 25.70000 539.70| 8.41000 176.61 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 619-04981 LUMP| 20000.00000 20000.00| 29000.00000 29000.00| 14000.00000 14000.00 CLEAN AND PAINT | | | 0081 808-75059 60.000 m | 6.00000 360.00| 4.10000 246.00| 4.10000 246.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0082 808-06701 130.000 m | 1.44000 187.20| 1.64000 213.20| 1.64000 213.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0083 801-06207 2400.000 m | 3.50000 8400.00| 1.64000 3936.00| 1.64000 3936.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0084 402-05490 111.000 Mg | 60.00000 6660.00| 54.00000 5994.00| 54.00000 5994.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0085 805-01844 50.000 m | 43.00000 2150.00| 29.00000 1450.00| 32.80000 1640.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0086 203-02070 20.000 m3 | 26.00000 520.00| 35.97000 719.40| 250.00000 5000.00 BORROW | | | 0087 501-03489 100.000 EACH| 15.00000 1500.00| 11.14000 1114.00| 12.00000 1200.00 TIE BAR, RETROFIT | | | 0088 805-01652 621.000 m | 2.00000 1242.00| 3.25000 2018.25| 1.64000 1018.44 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0089 805-86925 3.000 EACH| 100.00000 300.00| 29.60000 88.80| 35.00000 105.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0090 805-86935 3.000 EACH| 100.00000 300.00| 25.00000 75.00| 25.00000 75.00 INSULATING LINK, WATERPROOFED | | | 0091 807-86910 2.000 EACH| 100.00000 200.00| 26.00000 52.00| 25.00000 50.00 CONNECTOR KIT, UNFUSED | | | 0092 807-86915 2.000 EACH| 110.00000 220.00| 26.00000 52.00| 28.00000 56.00 CONNECTOR KIT, FUSED | | | 0093 801-03621 LUMP| 1000.00000 1000.00| 1900.00000 1900.00| 500.00000 500.00 TEMPORARY ILLUMINATION | | | 0094 807-04653 2.000 EACH| 550.00000 1100.00| 600.00000 1200.00| 650.00000 1300.00 LIGHTING FOUNDATION | | | SECTION TOTALS | $ 740,882.99| $ 870,118.90| $ 873,751.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 740,882.99| $ 870,118.90| $ 873,751.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1212938 | |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 750.00000 4500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 9500.00000 9500.00| CLEARING RIGHT OF WAY | | | 0005 202-01502 2.000 EACH| 984.00000 1968.00| 275.00000 550.00| LIGHT STANDARD, REMOVE | | | 0006 202-02240 365.000 m2 | 7.25000 2646.25| 21.00000 7665.00| PAVEMENT, REMOVE | | | 0007 202-02241 336.000 m | 8.00000 2688.00| 6.25000 2100.00| GUARDRAIL, REMOVE | | | 0008 202-51133 348.000 m | 19.25000 6699.00| 10.50000 3654.00| RAILING, REMOVE | | | 0009 202-51328 LUMP| 86000.00000 86000.00| 95000.00000 95000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60822 2082.400 m2 | 4.45000 9266.68| 3.00000 6247.20| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02000 450.000 m3 | 30.20000 13590.00| 25.00000 11250.00| EXCAVATION, COMMON | | | 0013 205-02224 975.000 m | 5.90000 5752.50| 6.00000 5850.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02236 2.000 EACH| 165.00000 330.00| 125.00000 250.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 303-52308 163.400 Mg | 24.00000 3921.60| 27.00000 4411.80| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05481 774.000 Mg | 36.00000 27864.00| 45.00000 34830.00| HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 36.000 m2 | 15.00000 540.00| 16.00000 576.00| SEAL COAT, 2 | | | 0021 405-05517 2.200 Mg | 380.00000 836.00| 400.00000 880.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 0.400 Mg | 380.00000 152.00| 400.00000 160.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1212938 | |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 502-06330 228.000 m2 | 57.50000 13110.00| 62.00000 14136.00| PCCP, 325 mm | | | 0024 601-01522 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-94689 2.000 EACH| 3300.00000 6600.00| 3450.00000 6900.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-94690 2.000 EACH| 3300.00000 6600.00| 3450.00000 6900.00| GUARDRAIL END TREATMENT, MS | | | 0027 601-99105 158.115 m | 36.00000 5692.14| 37.50000 5929.31| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99108 198.120 m | 50.00000 9906.00| 53.00000 10500.36| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0029 602-06639 406.000 m | 45.00000 18270.00| 85.00000 34510.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06729 24.000 EACH| 5.00000 120.00| 8.30000 199.20| BARRIER DELINEATOR | | | 0031 610-06261 381.600 m2 | 57.50000 21942.00| 60.00000 22896.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0032 616-02320 83.200 m2 | 2.50000 208.00| 7.00000 582.40| GEOTEXTILES | | | 0033 616-06405 84.900 Mg | 37.00000 3141.30| 27.00000 2292.30| RIPRAP, REVETMENT | | | 0034 619-04414 24.000 EACH| 178.00000 4272.00| 185.00000 4440.00| DRAIN EXTENSION | | | 0035 619-05926 LUMP| 2000.00000 2000.00| 2700.00000 2700.00| ENVIRONMENTAL CONTROL | | | 0037 621-01004 1.000 EACH| 400.00000 400.00| 425.00000 425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 0.100 kg | 55.00000 5.50| 57.00000 5.70| SEED MIXTURE, CV | | | 0040 621-06559 100.000 m2 | 4.25000 425.00| 4.50000 450.00| MULCHED SEEDING, R | | | 0041 702-51110 3506.000 kg | 4.75000 16653.50| 4.00000 14024.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 3782.000 EACH| 7.50000 28365.00| 7.20000 27230.40| FIELD DRILLED HOLE IN CONCRETE | | | 0043 702-90915 8.800 m3 | 1500.00000 13200.00| 1200.00000 10560.00| CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1212938 | |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 702-93722 8.400 m3 | 1500.00000 12600.00| 630.00000 5292.00| CONCRETE, C | | | 0045 703-06028 176.000 kg | 1.30000 228.80| 2.60000 457.60| REINFORCING BARS | | | 0046 703-06029 28420.000 kg | 1.65000 46893.00| 1.80000 51156.00| REINFORCING BARS, EPOXY COATED | | | 0047 703-51030 3418.000 kg | 1.30000 4443.40| 1.70000 5810.60| REINFORCING STEEL , PAVEMENT | | | 0048 704-51002 38.600 m3 | 1500.00000 57900.00| 850.00000 32810.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 8.000 EACH| 1300.00000 10400.00| 1400.00000 11200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 83.800 m3 | 435.00000 36453.00| 650.00000 54470.00| CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 8500.00000 8500.00| 12000.00000 12000.00| SURFACE SEAL | | | 0052 710-51870 52.000 m2 | 452.00000 23504.00| 380.00000 19760.00| REPOINTING MASONRY IN STRUCTURES | | | 0053 722-51401 20.000 m2 | 336.00000 6720.00| 320.00000 6400.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 2082.400 m2 | 42.00000 87460.80| 37.00000 77048.80| BRIDGE DECK OVERLAY | | | 0055 722-51846 26.000 m3 | 395.00000 10270.00| 395.00000 10270.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 520.000 m2 | 126.00000 65520.00| 115.00000 59800.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 724-51925 51.800 m | 380.00000 19684.00| 290.00000 15022.00| STRUCTURAL EXPANSION JOINT, SS | | | 0058 727-90308 9.000 m | 95.00000 855.00| 100.00000 900.00| EPOXY INJECTION, CRACK PREPARATION | | | 0059 727-90309 18.000 L | 23.00000 414.00| 25.00000 450.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0060 727-93560 LUMP| 1000.00000 1000.00| 550.00000 550.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0061 801-06203 529.000 m | 2.60000 1375.40| 1.30000 687.70| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06640 31.000 EACH| 84.00000 2604.00| 80.00000 2480.00| CONSTRUCTION SIGN, A | | | 0063 801-06710 180.000 DAY | 15.00000 2700.00| 16.00000 2880.00| FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 5900.00000 5900.00| 55000.00000 55000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1212938 | |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 805-06592 187.000 m | 49.00000 9163.00| 52.00000 9724.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 807-94480 2.000 EACH| 450.00000 900.00| 475.00000 950.00| LIGHT STANDARD, INSTALL | | | 0067 808-06703 520.000 m | 1.20000 624.00| 1.70000 884.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-06716 1086.000 m | 1.30000 1411.80| 1.60000 1737.60| LINE, REMOVE | | | 0069 808-75051 230.000 m | 3.44000 791.20| 4.30000 989.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0070 808-75054 230.000 m | 3.44000 791.20| 4.30000 989.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0073 808-75245 520.000 m | 1.20000 624.00| 1.70000 884.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75998 21.000 EACH| 114.00000 2394.00| 67.00000 1407.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 202-51368 44.000 m2 | 61.00000 2684.00| 125.00000 5500.00| SLOPEWALL, REMOVE | | | 0076 503-05310 48.400 m | 290.00000 14036.00| 350.00000 16940.00| TERMINAL JOINT | | | 0077 807-02191 2.000 EACH| 550.00000 1100.00| 580.00000 1160.00| HANDHOLE, LIGHTING | | | 0078 807-95522 174.000 EACH| 4.00000 696.00| 16.00000 2784.00| PIPE STRAP | | | 0079 808-75996 21.000 EACH| 11.00000 231.00| 20.00000 420.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 619-04981 LUMP| 29000.00000 29000.00| 13484.46000 13484.46| CLEAN AND PAINT | | | 0081 808-75059 60.000 m | 3.44000 206.40| 4.30000 258.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0082 808-06701 130.000 m | 1.20000 156.00| 1.70000 221.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0083 801-06207 2400.000 m | 2.60000 6240.00| 1.70000 4080.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 411 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,708.39 ROUTE : US 12 CALL ORDER : 411 CONTRACT ID : B -24976-A COUNTIES : PORTER LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1212938 | |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 402-05490 111.000 Mg | 54.00000 5994.00| 56.00000 6216.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0085 805-01844 50.000 m | 33.00000 1650.00| 34.00000 1700.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0086 203-02070 20.000 m3 | 42.65000 853.00| 28.00000 560.00| BORROW | | | 0087 501-03489 100.000 EACH| 19.00000 1900.00| 30.00000 3000.00| TIE BAR, RETROFIT | | | 0088 805-01652 621.000 m | 1.65000 1024.65| 1.70000 1055.70| WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0089 805-86925 3.000 EACH| 35.00000 105.00| 37.00000 111.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0090 805-86935 3.000 EACH| 25.00000 75.00| 26.00000 78.00| INSULATING LINK, WATERPROOFED | | | 0091 807-86910 2.000 EACH| 25.00000 50.00| 26.00000 52.00| CONNECTOR KIT, UNFUSED | | | 0092 807-86915 2.000 EACH| 28.00000 56.00| 30.00000 60.00| CONNECTOR KIT, FUSED | | | 0093 801-03621 LUMP| 500.00000 500.00| 750.00000 750.00| TEMPORARY ILLUMINATION | | | 0094 807-04653 2.000 EACH| 650.00000 1300.00| 800.00000 1600.00| LIGHTING FOUNDATION | | | SECTION TOTALS | $ 881,746.12| $ 910,244.13| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 881,746.12| $ 910,244.13| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/14/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H18300B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 521,509.26 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 573,527.86 109.9746% 3 35-1212938 ATLAS EXCAVATING, INC. $ 605,268.63 116.0609% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 643,732.88 123.4365% 5 35-1325036 DEICHMAN EXCAVATING CO $ 664,417.44 127.4028% 6 35-1609544 SCHUTT-LOOKABILL CO $ 760,019.54 145.7346% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1212938 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 7.000 MOS | 1947.50000 13632.50| 1200.00000 8400.00| 750.00000 5250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3954.21000 3954.21| 10000.00000 10000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26054.16000 26054.16| 20000.00000 20000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3134.98000 3134.98| 5000.00000 5000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 17344.01000 17344.01| 30000.00000 30000.00| 82000.00000 82000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-52710 133.500 m2 | 8.57000 1144.10| 25.00000 3337.50| 8.50000 1134.75 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 1620.000 m2 | 1.86000 3013.20| 4.00000 6480.00| 3.40000 5508.00 SURFACE MILLING, ASPHALT | | | 0008 202-74045 11.000 EACH| 37.35000 410.85| 200.00000 2200.00| 65.00000 715.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 203-02020 2857.000 m3 | 9.35000 26712.95| 13.08000 37369.56| 16.80000 47997.60 EXCAVATION, UNCLASSIFIED | | | 0010 205-02224 204.000 m | 5.75000 1173.00| 8.00000 1632.00| 5.50000 1122.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 3.000 m | 8.00000 24.00| 12.00000 36.00| 50.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 1.000 EACH| 75.00000 75.00| 150.00000 150.00| 250.00000 250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1212938 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 348.000 m3 | 28.95000 10074.60| 23.50000 8178.00| 28.00000 9744.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1307.000 Mg | 13.67000 17866.69| 16.50000 21565.50| 17.00000 22219.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1213.300 Mg | 46.00000 55811.80| 54.50000 66124.85| 48.00000 58238.40 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 414.800 Mg | 47.00000 19495.60| 52.00000 21569.60| 49.00000 20325.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 309.800 Mg | 54.00000 16729.20| 60.00000 18588.00| 56.00000 17348.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 135.800 Mg | 55.00000 7469.00| 61.00000 8283.80| 57.00000 7740.60 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 503.000 m2 | 6.00000 3018.00| 7.00000 3521.00| 6.20000 3118.60 SEAL COAT, 2 | | | 0020 405-05517 4.800 Mg | 310.00000 1488.00| 350.00000 1680.00| 325.00000 1560.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 3.200 Mg | 190.00000 608.00| 220.00000 704.00| 200.00000 640.00 ASPHALT FOR TACK COAT | | | 0022 601-01522 1.000 EACH| 1765.00000 1765.00| 1900.00000 1900.00| 1850.00000 1850.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-06037 1.000 EACH| 760.00000 760.00| 860.00000 860.00| 790.00000 790.00 GUARDRAIL END TREATMENT, I | | | 0024 604-06069 15.300 m2 | 65.25000 998.33| 70.60000 1080.18| 45.00000 688.50 CURB RAMP, CONCRETE | | | 0025 604-91531 129.000 m2 | 56.57000 7297.53| 35.81000 4619.49| 28.00000 3612.00 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06090 32.700 m | 53.11000 1736.70| 65.00000 2125.50| 31.00000 1013.70 CURB, INTEGRAL, CONCRETE | | | 0027 605-06120 64.500 m | 70.39000 4540.16| 98.14000 6330.03| 32.00000 2064.00 CURB, CONCRETE | | | 0028 605-06140 69.000 m | 84.90000 5858.10| 65.00000 4485.00| 48.00000 3312.00 CURB AND GUTTER, CONCRETE | | | 0029 610-05527 22.100 Mg | 125.00000 2762.50| 140.00000 3094.00| 130.00000 2873.00 HMA FOR APPROACHES | | | 0030 615-06490 16.000 EACH| 102.00000 1632.00| 120.00000 1920.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | 0031 615-06505 7.000 EACH| 550.00000 3850.00| 600.00000 4200.00| 360.00000 2520.00 MONUMENT, B | | | 0032 616-02320 341.000 m2 | 4.22000 1439.02| 4.19000 1428.79| 5.00000 1705.00 GEOTEXTILES | | | 0033 616-05689 349.000 Mg | 24.40000 8515.60| 38.51000 13439.99| 31.00000 10819.00 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1212938 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 618.000 m2 | 4.08000 2521.44| 6.00000 3708.00| 4.20000 2595.60 SODDING | | | 0035 702-51015 37.800 m3 | 499.61000 18885.26| 400.00000 15120.00| 210.00000 7938.00 CONCRETE, B, FOOTINGS | | | 0036 702-76240 7.600 m3 | 1445.00000 10982.00| 260.00000 1976.00| 550.00000 4180.00 CONCRETE BARRIER RAIL | | | 0037 703-51030 42973.000 kg | 0.69000 29651.37| 1.05000 45121.65| 1.15000 49418.95 REINFORCING STEEL | | | 0038 703-51032 873.000 kg | 1.52000 1326.96| 1.40000 1222.20| 1.40000 1222.20 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 332.000 m3 | 393.43000 130618.76| 392.00000 130144.00| 380.00000 126160.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 1.000 EACH| 1400.00000 1400.00| 1200.00000 1200.00| 1400.00000 1400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 4.300 m3 | 1445.00000 6213.50| 655.00000 2816.50| 550.00000 2365.00 CONCRETE, C, RAILING | | | 0042 706-94133 39.800 m | 240.00000 9552.00| 275.00000 10945.00| 260.00000 10348.00 RAILING, TUBE, GALVANIZED STEEL , 50 mm | | | 0043 709-51821 LUMP| 500.00000 500.00| 3500.00000 3500.00| 1800.00000 1800.00 SURFACE SEAL | | | 0044 715-05119 68.400 m | 90.23000 6171.73| 80.00000 5472.00| 130.00000 8892.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0045 715-05123 5.100 m | 201.94000 1029.89| 100.00000 510.00| 185.00000 943.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-46005 2.000 EACH| 635.05000 1270.10| 160.00000 320.00| 225.00000 450.00 PIPE END SECTION, 375 mm | | | 0047 715-46020 1.000 EACH| 677.56000 677.56| 220.00000 220.00| 270.00000 270.00 PIPE END SECTION, 600 mm | | | 0048 720-44000 1.000 EACH| 614.72000 614.72| 250.00000 250.00| 325.00000 325.00 CASTING, ADJUST TO GRADE | | | 0049 720-45030 1.000 EACH| 1982.62000 1982.62| 1100.00000 1100.00| 950.00000 950.00 INLET, E7 | | | 0050 720-45055 2.000 EACH| 1982.62000 3965.24| 1100.00000 2200.00| 1020.00000 2040.00 INLET, M10 | | | 0051 720-45410 2.000 EACH| 1632.62000 3265.24| 1700.00000 3400.00| 1300.00000 2600.00 MANHOLE, C4 | | | 0052 728-98377 LUMP| 800.00000 800.00| 2400.00000 2400.00| 1700.00000 1700.00 MASONRY COATING | | | 0053 801-04308 3.000 EACH| 225.00000 675.00| 450.00000 1350.00| 160.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06605 11.000 EACH| 72.00000 792.00| 150.00000 1650.00| 90.00000 990.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1212938 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06625 17.000 EACH| 79.00000 1343.00| 100.00000 1700.00| 75.00000 1275.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH| 69.00000 828.00| 120.00000 1440.00| 110.00000 1320.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 3.000 EACH| 40.00000 120.00| 80.00000 240.00| 35.00000 105.00 CONSTRUCTION SIGN, B | | | 0058 802-05701 56.200 m | 26.00000 1461.20| 50.00000 2810.00| 27.50000 1545.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 5.100 m2 | 151.00000 770.10| 200.00000 1020.00| 160.00000 816.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76035 6.400 m2 | 121.00000 774.40| 150.00000 960.00| 130.00000 832.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06701 21.000 m | 1.65000 34.65| 2.00000 42.00| 1.00000 21.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0062 808-06703 93.000 m | 1.65000 153.45| 2.00000 186.00| 1.00000 93.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-06705 14.500 m | 3.30000 47.85| 4.40000 63.80| 2.60000 37.70 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0064 808-06713 286.000 m | 2.10000 600.60| 2.50000 715.00| 0.60000 171.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75245 541.000 m | 1.65000 892.65| 2.00000 1082.00| 1.00000 541.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75260 5.300 m | 5.00000 26.50| 10.00000 53.00| 7.10000 37.63 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0067 808-75278 81.000 m | 5.00000 405.00| 10.00000 810.00| 6.80000 550.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0068 808-75297 26.000 m | 10.00000 260.00| 18.00000 468.00| 12.00000 312.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75320 3.000 EACH| 75.00000 225.00| 150.00000 450.00| 58.00000 174.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 1.000 EACH| 95.00000 95.00| 200.00000 200.00| 74.00000 74.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1212938 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 206-51215 41.000 m3 | 248.48000 10187.68| 155.12000 6359.92| 225.00000 9225.00 EXCAVATION, X | | | SECTION TOTALS | $ 521,509.26| $ 573,527.86| $ 605,268.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 521,509.26| $ 573,527.86| $ 605,268.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1325036 |(6) 35-1609544 |PIONEER ASSOCIATES, INC. |DEICHMAN EXCAVATING CO |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 7.000 MOS | 1500.00000 10500.00| 1500.00000 10500.00| 1400.00000 9800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13500.00000 13500.00| 13300.00000 13300.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33500.00000 33500.00| 47900.00000 47900.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16750.00000 16750.00| 33200.00000 33200.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 47500.00000 47500.00| 35000.00000 35000.00| 121885.00000 121885.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-52710 133.500 m2 | 28.20000 3764.70| 27.20000 3631.20| 18.00000 2403.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 1620.000 m2 | 2.90000 4698.00| 4.20000 6804.00| 6.00000 9720.00 SURFACE MILLING, ASPHALT | | | 0008 202-74045 11.000 EACH| 62.20000 684.20| 60.00000 660.00| 75.00000 825.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 203-02020 2857.000 m3 | 16.70000 47711.90| 16.10000 45997.70| 21.74000 62111.18 EXCAVATION, UNCLASSIFIED | | | 0010 205-02224 204.000 m | 5.75000 1173.00| 6.32500 1290.30| 6.61000 1348.44 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 3.000 m | 8.00000 24.00| 8.60000 25.80| 9.20000 27.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 1.000 EACH| 75.00000 75.00| 80.00000 80.00| 86.00000 86.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 211-02060 348.000 m3 | 20.75000 7221.00| 20.00000 6960.00| 43.82000 15249.36 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1307.000 Mg | 19.00000 24833.00| 18.34000 23970.38| 24.54000 32073.78 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1213.300 Mg | 46.00000 55811.80| 47.40000 57510.42| 52.90000 64183.57 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 414.800 Mg | 47.00000 19495.60| 48.40000 20076.32| 54.05000 22419.94 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 309.800 Mg | 54.00000 16729.20| 55.62000 17231.08| 62.10000 19238.58 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 135.800 Mg | 55.00000 7469.00| 56.65000 7693.07| 63.25000 8589.35 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1325036 |(6) 35-1609544 |PIONEER ASSOCIATES, INC. |DEICHMAN EXCAVATING CO |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 503.000 m2 | 6.00000 3018.00| 6.20000 3118.60| 6.90000 3470.70 SEAL COAT, 2 | | | 0020 405-05517 4.800 Mg | 310.00000 1488.00| 319.30000 1532.64| 356.50000 1711.20 ASPHALT FOR PRIME COAT | | | 0021 406-05520 3.200 Mg | 190.00000 608.00| 195.70000 626.24| 218.50000 699.20 ASPHALT FOR TACK COAT | | | 0022 601-01522 1.000 EACH| 2400.00000 2400.00| 2470.00000 2470.00| 2030.00000 2030.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-06037 1.000 EACH| 1200.00000 1200.00| 1235.00000 1235.00| 874.00000 874.00 GUARDRAIL END TREATMENT, I | | | 0024 604-06069 15.300 m2 | 48.75000 745.88| 46.35000 709.16| 75.00000 1147.50 CURB RAMP, CONCRETE | | | 0025 604-91531 129.000 m2 | 24.20000 3121.80| 24.95000 3218.55| 36.00000 4644.00 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06090 32.700 m | 74.00000 2419.80| 76.22000 2492.39| 60.00000 1962.00 CURB, INTEGRAL, CONCRETE | | | 0027 605-06120 64.500 m | 70.60000 4553.70| 72.72000 4690.44| 60.00000 3870.00 CURB, CONCRETE | | | 0028 605-06140 69.000 m | 49.45000 3412.05| 53.75000 3708.75| 65.00000 4485.00 CURB AND GUTTER, CONCRETE | | | 0029 610-05527 22.100 Mg | 125.00000 2762.50| 128.75000 2845.38| 143.75000 3176.88 HMA FOR APPROACHES | | | 0030 615-06490 16.000 EACH| 140.00000 2240.00| 144.20000 2307.20| 117.00000 1872.00 RIGHT OF WAY MARKER | | | 0031 615-06505 7.000 EACH| 480.00000 3360.00| 494.40000 3460.80| 633.00000 4431.00 MONUMENT, B | | | 0032 616-02320 341.000 m2 | 2.33000 794.53| 2.25000 767.25| 2.00000 682.00 GEOTEXTILES | | | 0033 616-05689 349.000 Mg | 34.20000 11935.80| 33.00000 11517.00| 26.00000 9074.00 RIPRAP, CLASS 2 | | | 0034 621-06574 618.000 m2 | 4.10000 2533.80| 4.50000 2781.00| 4.69000 2898.42 SODDING | | | 0035 702-51015 37.800 m3 | 350.00000 13230.00| 345.05000 13042.89| 492.20000 18605.16 CONCRETE, B, FOOTINGS | | | 0036 702-76240 7.600 m3 | 1140.00000 8664.00| 1169.05000 8884.78| 600.00000 4560.00 CONCRETE BARRIER RAIL | | | 0037 703-51030 42973.000 kg | 1.17000 50278.41| 1.20000 51567.60| 1.00000 42973.00 REINFORCING STEEL | | | 0038 703-51032 873.000 kg | 1.41000 1230.93| 1.45000 1265.85| 1.50000 1309.50 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 332.000 m3 | 375.00000 124500.00| 375.95000 124815.40| 498.26000 165422.32 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1325036 |(6) 35-1609544 |PIONEER ASSOCIATES, INC. |DEICHMAN EXCAVATING CO |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-05732 1.000 EACH| 2300.00000 2300.00| 2163.00000 2163.00| 2000.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 4.300 m3 | 855.00000 3676.50| 880.65000 3786.80| 600.00000 2580.00 CONCRETE, C, RAILING | | | 0042 706-94133 39.800 m | 303.00000 12059.40| 312.10000 12421.58| 276.00000 10984.80 RAILING, TUBE, GALVANIZED STEEL , 50 mm | | | 0043 709-51821 LUMP| 1200.00000 1200.00| 1240.00000 1240.00| 150.00000 150.00 SURFACE SEAL | | | 0044 715-05119 68.400 m | 135.80000 9288.72| 131.81000 9015.80| 31.60000 2161.44 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0045 715-05123 5.100 m | 282.60000 1441.26| 272.64000 1390.46| 115.75000 590.33 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-46005 2.000 EACH| 445.70000 891.40| 430.00000 860.00| 164.00000 328.00 PIPE END SECTION, 375 mm | | | 0047 715-46020 1.000 EACH| 492.35000 492.35| 475.00000 475.00| 304.00000 304.00 PIPE END SECTION, 600 mm | | | 0048 720-44000 1.000 EACH| 285.05000 285.05| 275.00000 275.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0049 720-45030 1.000 EACH| 1534.05000 1534.05| 1480.38000 1480.38| 1400.00000 1400.00 INLET, E7 | | | 0050 720-45055 2.000 EACH| 1626.50000 3253.00| 1569.21000 3138.42| 1600.00000 3200.00 INLET, M10 | | | 0051 720-45410 2.000 EACH| 2073.05000 4146.10| 1994.97000 3989.94| 1900.00000 3800.00 MANHOLE, C4 | | | 0052 728-98377 LUMP| 1600.00000 1600.00| 1650.00000 1650.00| 240.00000 240.00 MASONRY COATING | | | 0053 801-04308 3.000 EACH| 225.00000 675.00| 231.75000 695.25| 224.00000 672.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06605 11.000 EACH| 72.00000 792.00| 74.15000 815.65| 132.00000 1452.00 BARRICADE, IIIA | | | 0055 801-06625 17.000 EACH| 79.00000 1343.00| 81.40000 1383.80| 75.00000 1275.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH| 69.00000 828.00| 71.10000 853.20| 101.00000 1212.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 3.000 EACH| 40.00000 120.00| 41.20000 123.60| 35.00000 105.00 CONSTRUCTION SIGN, B | | | 0058 802-05701 56.200 m | 26.00000 1461.20| 26.80000 1506.16| 46.92000 2636.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 5.100 m2 | 151.00000 770.10| 155.55000 793.31| 219.04000 1117.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 634,149.32 ROUTE : SR 25 CALL ORDER : 421 CONTRACT ID : B -25158-A COUNTIES : CASS LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1325036 |(6) 35-1609544 |PIONEER ASSOCIATES, INC. |DEICHMAN EXCAVATING CO |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76035 6.400 m2 | 121.00000 774.40| 124.65000 797.76| 203.86000 1304.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06701 21.000 m | 1.65000 34.65| 1.01200 21.25| 2.30000 48.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0062 808-06703 93.000 m | 1.65000 153.45| 1.01200 94.12| 2.30000 213.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-06705 14.500 m | 3.30000 47.85| 2.70600 39.24| 9.20000 133.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0064 808-06713 286.000 m | 2.10000 600.60| 0.61600 176.18| 3.34000 955.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75245 541.000 m | 1.65000 892.65| 1.01200 547.49| 2.30000 1244.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75260 5.300 m | 5.00000 26.50| 4.33000 22.95| 11.50000 60.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0067 808-75278 81.000 m | 5.00000 405.00| 4.33000 350.73| 11.50000 931.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0068 808-75297 26.000 m | 10.00000 260.00| 14.43000 375.18| 23.00000 598.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75320 3.000 EACH| 75.00000 225.00| 44.00000 132.00| 86.00000 258.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 1.000 EACH| 95.00000 95.00| 66.00000 66.00| 104.00000 104.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 206-51215 41.000 m3 | 881.05000 36123.05| 850.00000 34850.00| 200.00000 8200.00 EXCAVATION, X | | | SECTION TOTALS | $ 643,732.88| $ 664,417.44| $ 760,019.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 643,732.88| $ 664,417.44| $ 760,019.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3127014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 220,063.55 100.0000% 2 35-1374866 PRIMCO, INC. $ 223,439.89 101.5342% 3 35-1609544 SCHUTT-LOOKABILL CO $ 234,887.73 106.7363% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 240,255.95 109.1757% 5 35-1212938 ATLAS EXCAVATING, INC. $ 242,735.25 110.3023% 6 35-1817530 PIONEER ASSOCIATES, INC. $ 248,872.04 113.0909% 7 35-1912582 EDSAM CONSTRUCTION, INC. $ 250,248.80 113.7166% 8 35-1058755 BAKER & SCHULTZ, INC. $ 261,084.83 118.6406% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1374866 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1082.95000 6497.70| 1350.00000 8100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 2903.99000 2903.99| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 11171.99000 11171.99| 12100.00000 12100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 178.000 m2 | 24.00000 4272.00| 19.00000 3382.00| 18.00000 3204.00 PAVEMENT, REMOVE | | | 0005 202-02241 76.000 m | 10.00000 760.00| 18.00000 1368.00| 12.40000 942.40 GUARDRAIL, REMOVE | | | 0006 202-02272 11.000 m | 33.00000 363.00| 31.02000 341.22| 25.00000 275.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51133 42.000 m | 7.50000 315.00| 16.25000 682.50| 1.00000 42.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 17500.00000 17500.00| 26550.66000 26550.66| 24360.00000 24360.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 268.000 m2 | 8.00000 2144.00| 8.75000 2345.00| 15.00000 4020.00 SURFACE MILLING, ASPHALT | | | 0010 202-96133 9.300 m | 12.50000 116.25| 18.50000 172.05| 12.00000 111.60 PIPE, REMOVE | | | 0011 203-02000 143.000 m3 | 12.00000 1716.00| 15.00000 2145.00| 16.00000 2288.00 EXCAVATION, COMMON | | | 0012 203-02070 37.000 m3 | 15.00000 555.00| 46.00000 1702.00| 20.00000 740.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1374866 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 55.000 m | 5.00000 275.00| 14.25000 783.75| 16.10000 885.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51817 20.000 m2 | 180.00000 3600.00| 216.00000 4320.00| 323.00000 6460.00 SHEET PILING, STEEL | | | 0015 211-02050 4.000 m3 | 50.00000 200.00| 215.00000 860.00| 70.00000 280.00 B BORROW | | | 0016 303-52308 77.000 Mg | 20.00000 1540.00| 43.00000 3311.00| 28.00000 2156.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 601-01522 4.000 EACH| 1250.00000 5000.00| 1150.00000 4600.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 2.000 EACH| 5000.00000 10000.00| 5500.00000 11000.00| 6212.00000 12424.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 4.000 EACH| 3400.00000 13600.00| 3150.00000 12600.00| 3560.00000 14240.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 106.600 m | 38.50000 4104.10| 35.50000 3784.30| 40.00000 4264.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 180.000 m | 57.50000 10350.00| 37.30000 6714.00| 92.00000 16560.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 6.000 EACH| 7.50000 45.00| 7.90000 47.40| 8.00000 48.00 BARRIER DELINEATOR | | | 0023 607-06335 2.500 m | 60.00000 150.00| 348.00000 870.00| 200.00000 500.00 PAVED SIDE DITCH, A | | | 0024 610-05527 272.000 Mg | 75.00000 20400.00| 34.50000 9384.00| 72.20000 19638.40 HMA FOR APPROACHES | | | 0025 621-01004 1.000 EACH| 100.00000 100.00| 425.00000 425.00| 480.00000 480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 250.000 m2 | 1.50000 375.00| 3.30000 825.00| 3.72000 930.00 MULCHED SEEDING, R | | | 0027 702-51005 2.800 m3 | 1000.00000 2800.00| 3100.00000 8680.00| 2000.00000 5600.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 703-51032 10019.000 kg | 1.55000 15529.45| 1.55000 15529.45| 0.99000 9918.81 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 247.000 EACH| 7.75000 1914.25| 11.50000 2840.50| 8.56000 2114.32 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 95.400 m3 | 320.00000 30528.00| 380.00000 36252.00| 280.15000 26726.31 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1200.00000 4800.00| 895.00000 3580.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 22.000 m | 200.00000 4400.00| 225.00000 4950.00| 335.00000 7370.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1374866 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 2250.00000 2250.00| 1375.43000 1375.43| 2097.00000 2097.00 SURFACE SEAL | | | 0034 715-05171 9.000 m | 75.00000 675.00| 67.75000 609.75| 60.00000 540.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0035 715-05362 11.000 m | 95.00000 1045.00| 68.00000 748.00| 61.50000 676.50 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0036 715-46010 1.000 EACH| 300.00000 300.00| 460.00000 460.00| 193.00000 193.00 PIPE END SECTION, 450 mm | | | 0037 715-46050 2.000 EACH| 300.00000 600.00| 210.00000 420.00| 225.00000 450.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0038 801-06203 89.000 m | 1.50000 133.50| 1.25000 111.25| 1.41000 125.49 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 2256.000 m | 3.10000 6993.60| 3.10000 6993.60| 3.50000 7896.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06640 16.000 EACH| 80.00000 1280.00| 69.00000 1104.00| 78.00000 1248.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 9.000 EACH| 40.00000 360.00| 39.00000 351.00| 44.00000 396.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 10000.00000 10000.00| 4055.40000 4055.40| 4300.00000 4300.00 MAINTAINING TRAFFIC | | | 0043 801-53072 LUMP| 16000.00000 16000.00| 14500.00000 14500.00| 16385.00000 16385.00 TEMPORARY TRAFFIC SIGNAL | | | 0044 808-06712 71.000 m | 2.00000 142.00| 1.45000 102.95| 1.64000 116.44 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 424.000 m | 1.60000 678.40| 1.45000 614.80| 1.64000 695.36 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 437.000 m | 2.00000 874.00| 1.60000 699.20| 1.80000 786.60 LINE, REMOVE | | | 0047 801-03290 4.000 EACH| 150.00000 600.00| 129.00000 516.00| 280.00000 1120.00 CONSTRUCTION SIGN, C | | | 0048 801-06577 8.000 m | 22.50000 180.00| 20.00000 160.00| 23.00000 184.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | SECTION TOTALS | $ 220,063.55| $ 223,439.89| $ 234,887.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,063.55| $ 223,439.89| $ 234,887.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 |(6) 35-1817530 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, 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 6.000 MOS | 1500.00000 9000.00| 750.00000 4500.00| 1820.00000 10920.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12300.00000 12300.00| 12000.00000 12000.00| 12700.00000 12700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 178.000 m2 | 20.00000 3560.00| 18.00000 3204.00| 34.00000 6052.00 PAVEMENT, REMOVE | | | 0005 202-02241 76.000 m | 21.00000 1596.00| 6.20000 471.20| 10.60000 805.60 GUARDRAIL, REMOVE | | | 0006 202-02272 11.000 m | 16.00000 176.00| 30.00000 330.00| 38.30000 421.30 PAVED SIDE DITCH, REMOVE | | | 0007 202-51133 42.000 m | 18.00000 756.00| 11.00000 462.00| 22.00000 924.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 9594.00000 9594.00| 40000.00000 40000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 268.000 m2 | 15.00000 4020.00| 8.00000 2144.00| 12.85000 3443.80 SURFACE MILLING, ASPHALT | | | 0010 202-96133 9.300 m | 29.00000 269.70| 85.00000 790.50| 24.00000 223.20 PIPE, REMOVE | | | 0011 203-02000 143.000 m3 | 16.00000 2288.00| 25.00000 3575.00| 13.75000 1966.25 EXCAVATION, COMMON | | | 0012 203-02070 37.000 m3 | 16.00000 592.00| 40.00000 1480.00| 65.20000 2412.40 BORROW | | | 0013 205-02224 55.000 m | 15.50000 852.50| 9.00000 495.00| 14.25000 783.73 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51817 20.000 m2 | 330.00000 6600.00| 350.00000 7000.00| 500.00000 10000.00 SHEET PILING, STEEL | | | 0015 211-02050 4.000 m3 | 36.00000 144.00| 230.00000 920.00| 256.50000 1026.00 B BORROW | | | 0016 303-52308 77.000 Mg | 25.00000 1925.00| 36.00000 2772.00| 36.50000 2810.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 601-01522 4.000 EACH| 1325.00000 5300.00| 1220.00000 4880.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 2.000 EACH| 7850.00000 15700.00| 5000.00000 10000.00| 5500.00000 11000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 4.000 EACH| 3520.00000 14080.00| 3300.00000 13200.00| 3150.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 |(6) 35-1817530 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 106.600 m | 36.00000 3837.60| 37.00000 3944.20| 35.50000 3784.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 180.000 m | 75.00000 13500.00| 95.00000 17100.00| 86.00000 15480.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 6.000 EACH| 8.00000 48.00| 8.30000 49.80| 17.00000 102.00 BARRIER DELINEATOR | | | 0023 607-06335 2.500 m | 160.00000 400.00| 155.00000 387.50| 475.00000 1187.50 PAVED SIDE DITCH, A | | | 0024 610-05527 272.000 Mg | 70.00000 19040.00| 85.00000 23120.00| 121.00000 32912.00 HMA FOR APPROACHES | | | 0025 621-01004 1.000 EACH| 465.00000 465.00| 445.00000 445.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 250.000 m2 | 3.60000 900.00| 3.40000 850.00| 3.30000 825.00 MULCHED SEEDING, R | | | 0027 702-51005 2.800 m3 | 1500.00000 4200.00| 900.00000 2520.00| 1250.00000 3500.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 703-51032 10019.000 kg | 1.25000 12523.75| 1.50000 15028.50| 1.40000 14026.60 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 247.000 EACH| 10.00000 2470.00| 15.30000 3779.10| 10.50000 2593.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 95.400 m3 | 400.00000 38160.00| 215.00000 20511.00| 310.00000 29574.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1650.00000 6600.00| 1400.00000 5600.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 22.000 m | 200.00000 4400.00| 130.00000 2860.00| 315.00000 6930.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 3150.00000 3150.00| 4000.00000 4000.00| 3150.00000 3150.00 SURFACE SEAL | | | 0034 715-05171 9.000 m | 90.00000 810.00| 125.00000 1125.00| 111.50000 1003.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0035 715-05362 11.000 m | 70.00000 770.00| 90.00000 990.00| 105.50000 1160.50 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0036 715-46010 1.000 EACH| 260.00000 260.00| 230.00000 230.00| 335.00000 335.00 PIPE END SECTION, 450 mm | | | 0037 715-46050 2.000 EACH| 255.00000 510.00| 245.00000 490.00| 330.50000 661.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0038 801-06203 89.000 m | 1.10000 97.90| 1.10000 97.90| 1.00000 89.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 2256.000 m | 3.35000 7557.60| 3.30000 7444.80| 3.11000 7016.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1212938 |(6) 35-1817530 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06640 16.000 EACH| 65.00000 1040.00| 75.00000 1200.00| 60.00000 960.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 9.000 EACH| 45.00000 405.00| 41.00000 369.00| 40.00000 360.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 8450.00000 8450.00| 2500.00000 2500.00| 1750.00000 1750.00 MAINTAINING TRAFFIC | | | 0043 801-53072 LUMP| 17518.00000 17518.00| 15500.00000 15500.00| 14500.00000 14500.00 TEMPORARY TRAFFIC SIGNAL | | | 0044 808-06712 71.000 m | 2.10000 149.10| 2.15000 152.65| 2.00000 142.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 424.000 m | 0.45000 190.80| 0.45000 190.80| 0.40000 169.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 437.000 m | 2.00000 874.00| 1.90000 830.30| 1.80000 786.60 LINE, REMOVE | | | 0047 801-03290 4.000 EACH| 200.00000 800.00| 130.00000 520.00| 100.00000 400.00 CONSTRUCTION SIGN, C | | | 0048 801-06577 8.000 m | 22.00000 176.00| 22.00000 176.00| 20.00000 160.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | SECTION TOTALS | $ 240,255.95| $ 242,735.25| $ 248,872.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 240,255.95| $ 242,735.25| $ 248,872.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1058755 | |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1210.00000 7260.00| 800.00000 4800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10300.00000 10300.00| 2420.00000 2420.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 11600.00000 11600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 178.000 m2 | 24.20000 4307.60| 15.90000 2830.20| PAVEMENT, REMOVE | | | 0005 202-02241 76.000 m | 23.10000 1755.60| 31.50000 2394.00| GUARDRAIL, REMOVE | | | 0006 202-02272 11.000 m | 16.50000 181.50| 33.70000 370.70| PAVED SIDE DITCH, REMOVE | | | 0007 202-51133 42.000 m | 16.50000 693.00| 36.60000 1537.20| RAILING, REMOVE | | | 0008 202-51328 LUMP| 10600.00000 10600.00| 41750.00000 41750.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 268.000 m2 | 14.30000 3832.40| 8.00000 2144.00| SURFACE MILLING, ASPHALT | | | 0010 202-96133 9.300 m | 22.00000 204.60| 58.80000 546.84| PIPE, REMOVE | | | 0011 203-02000 143.000 m3 | 16.50000 2359.50| 15.85000 2266.55| EXCAVATION, COMMON | | | 0012 203-02070 37.000 m3 | 16.50000 610.50| 15.85000 586.45| BORROW | | | 0013 205-02224 55.000 m | 6.60000 363.00| 15.00000 825.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51817 20.000 m2 | 462.00000 9240.00| 489.00000 9780.00| SHEET PILING, STEEL | | | 0015 211-02050 4.000 m3 | 55.00000 220.00| 30.00000 120.00| B BORROW | | | 0016 303-52308 77.000 Mg | 33.00000 2541.00| 22.00000 1694.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 601-01522 4.000 EACH| 1336.50000 5346.00| 1210.00000 4840.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 2.000 EACH| 7920.00000 15840.00| 5775.00000 11550.00| ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 4.000 EACH| 3547.50000 14190.00| 3310.00000 13240.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1058755 | |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 106.600 m | 36.30000 3869.58| 37.30000 3976.18| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 180.000 m | 82.50000 14850.00| 73.00000 13140.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 6.000 EACH| 8.80000 52.80| 10.00000 60.00| BARRIER DELINEATOR | | | 0023 607-06335 2.500 m | 220.00000 550.00| 65.00000 162.50| PAVED SIDE DITCH, A | | | 0024 610-05527 272.000 Mg | 71.50000 19448.00| 81.65000 22208.80| HMA FOR APPROACHES | | | 0025 621-01004 1.000 EACH| 550.00000 550.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 250.000 m2 | 1.10000 275.00| 3.50000 875.00| MULCHED SEEDING, R | | | 0027 702-51005 2.800 m3 | 550.00000 1540.00| 525.00000 1470.00| CONCRETE, A, SUBSTRUCTURE | | | 0028 703-51032 10019.000 kg | 1.32000 13225.08| 1.26000 12623.94| REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 247.000 EACH| 8.80000 2173.60| 9.00000 2223.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 95.400 m3 | 330.00000 31482.00| 480.00000 45792.00| CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1540.00000 6160.00| 900.00000 3600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 22.000 m | 346.50000 7623.00| 120.00000 2640.00| CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 3465.00000 3465.00| 5470.00000 5470.00| SURFACE SEAL | | | 0034 715-05171 9.000 m | 93.50000 841.50| 75.00000 675.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0035 715-05362 11.000 m | 93.50000 1028.50| 54.50000 599.50| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0036 715-46010 1.000 EACH| 385.00000 385.00| 250.00000 250.00| PIPE END SECTION, 450 mm | | | 0037 715-46050 2.000 EACH| 385.00000 770.00| 250.00000 500.00| PIPE END SECTION, MIN. AREA .15 m2 | | | 0038 801-06203 89.000 m | 1.10000 97.90| 1.05000 93.45| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 2256.000 m | 3.52000 7941.12| 3.30000 7444.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,081.48 ROUTE : SR 13 CALL ORDER : 431 CONTRACT ID : B -25162-A COUNTIES : GRANT LETTING DATE : 12/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 |(8) 35-1058755 | |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06640 16.000 EACH| 66.00000 1056.00| 63.00000 1008.00| CONSTRUCTION SIGN, A | | | 0041 801-06645 9.000 EACH| 44.00000 396.00| 42.00000 378.00| CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 10300.00000 10300.00| 1800.00000 1800.00| MAINTAINING TRAFFIC | | | 0043 801-53072 LUMP| 16500.00000 16500.00| 16600.00000 16600.00| TEMPORARY TRAFFIC SIGNAL | | | 0044 808-06712 71.000 m | 2.20000 156.20| 2.10000 149.10| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 424.000 m | 0.44000 186.56| 0.43000 182.32| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 437.000 m | 1.98000 865.26| 1.90000 830.30| LINE, REMOVE | | | 0047 801-03290 4.000 EACH| 110.00000 440.00| 105.00000 420.00| CONSTRUCTION SIGN, C | | | 0048 801-06577 8.000 m | 22.00000 176.00| 21.00000 168.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | SECTION TOTALS | $ 250,248.80| $ 261,084.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,248.80| $ 261,084.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0822016 0822016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 241,442.82 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 248,052.34 102.7375% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 257,775.80 106.7647% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 278,430.69 115.3195% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 308,308.00 127.6940% 6 35-1447641 STRUCTURE CONTRACTORS $ 310,929.78 128.7798% ==================================================================================================================================== |(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 REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1350.00000 8100.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 50.00000 50.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 12400.00000 12400.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 570.000 m2 | 20.00000 11400.00| 11.68000 6657.60| 10.00000 5700.00 PAVEMENT, REMOVE | | | 0005 202-02241 241.000 m | 10.00000 2410.00| 11.00000 2651.00| 10.00000 2410.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 6500.00000 6500.00| 10228.00000 10228.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 6500.00000 6500.00| 10228.00000 10228.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-60820 216.000 m2 | 10.00000 2160.00| 3.83000 827.28| 8.00000 1728.00 SURFACE MILLING, ASPHALT | | | 0009 202-90883 248.300 m2 | 10.00000 2483.00| 11.74000 2915.04| 18.00000 4469.40 OVERLAY, CONCRETE, REMOVE | | | 0010 303-52308 154.100 Mg | 18.50000 2850.85| 20.00000 3082.00| 20.00000 3082.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 216.000 m2 | 1.00000 216.00| 2.26000 488.16| 2.20000 475.20 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 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 501-05310 21.700 m | 240.00000 5208.00| 328.00000 7117.60| 500.00000 10850.00 TERMINAL JOINT | | | 0013 502-06327 130.000 m2 | 50.00000 6500.00| 62.00000 8060.00| 70.00000 9100.00 PCCP, 250 mm | | | 0014 601-01867 8.000 EACH| 1450.00000 11600.00| 1525.00000 12200.00| 1485.00000 11880.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0015 601-02103 7.620 m | 55.00000 419.10| 57.00000 434.34| 50.60000 385.57 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0016 601-04746 2.000 EACH| 6000.00000 12000.00| 6780.00000 13560.00| 6050.00000 12100.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 3.000 EACH| 3450.00000 10350.00| 3650.00000 10950.00| 3465.00000 10395.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 319.305 m | 34.00000 10856.37| 35.82000 11437.51| 35.20000 11239.53 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 42.000 m | 60.00000 2520.00| 83.59000 3510.78| 75.00000 3150.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 180.000 m | 55.00000 9900.00| 91.11000 16399.80| 70.00000 12600.00 TEMPORARY CONCRETE BARRIER | | | 0021 610-05527 9.800 Mg | 250.00000 2450.00| 310.75000 3045.35| 302.50000 2964.50 HMA FOR APPROACHES | | | 0022 610-06257 427.000 m2 | 57.50000 24552.50| 62.00000 26474.00| 70.00000 29890.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 214.000 m2 | 3.00000 642.00| 2.00000 428.00| 4.00000 856.00 GEOTEXTILES | | | 0024 616-05688 305.400 Mg | 24.00000 7329.60| 21.00000 6413.40| 20.00000 6108.00 RIPRAP, CLASS 1 | | | 0025 616-06405 120.400 Mg | 24.00000 2889.60| 21.00000 2528.40| 20.00000 2408.00 RIPRAP, REVETMENT | | | 0026 702-51863 168.000 EACH| 10.00000 1680.00| 5.00000 840.00| 10.00000 1680.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-01540 58.000 EACH| 10.00000 580.00| 8.79000 509.82| 15.00000 870.00 THREADED TIE BAR ASSEMBLY | | | 0028 703-51030 6149.000 kg | 1.70000 10453.30| 1.15000 7071.35| 1.30000 7993.70 REINFORCING STEEL | | | 0029 709-51821 LUMP| 1500.00000 1500.00| 1300.00000 1300.00| 2500.00000 2500.00 SURFACE SEAL , STR NO 1 | | | 0030 709-51821 LUMP| 1750.00000 1750.00| 1420.00000 1420.00| 2500.00000 2500.00 SURFACE SEAL , STR NO 2 | | | 0031 722-51401 10.000 m2 | 150.00000 1500.00| 161.00000 1610.00| 50.00000 500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 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 722-51842 248.300 m2 | 77.50000 19243.25| 82.13000 20392.88| 75.00000 18622.50 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.900 m3 | 395.00000 750.50| 395.00000 750.50| 395.00000 750.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 24.300 m2 | 75.00000 1822.50| 63.60000 1545.48| 50.00000 1215.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 248.300 m2 | 7.50000 1862.25| 2.70000 670.41| 5.00000 1241.50 SURFACE MILLING | | | 0036 801-06207 1980.000 m | 3.10000 6138.00| 3.45000 6831.00| 3.35000 6633.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 4.000 EACH| 100.00000 400.00| 85.00000 340.00| 85.00000 340.00 BARRICADE, IIIB | | | 0039 801-06640 16.000 EACH| 80.00000 1280.00| 68.00000 1088.00| 66.00000 1056.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 2.000 EACH| 40.00000 80.00| 45.00000 90.00| 44.00000 88.00 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP| 10000.00000 10000.00| 3321.00000 3321.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0042 801-53072 LUMP| 9250.00000 9250.00| 9040.00000 9040.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTOR, | | | STR NO 1 | | | 0043 801-53072 LUMP| 9250.00000 9250.00| 9040.00000 9040.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTOR, | | | STR NO 2 | | | 0044 808-06712 84.000 m | 2.20000 184.80| 2.26000 189.84| 2.20000 184.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 540.000 m | 0.50000 270.00| 0.45000 243.00| 0.44000 237.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 696.000 m | 2.20000 1531.20| 2.00000 1392.00| 2.00000 1392.00 LINE, REMOVE | | | 0047 801-06218 8.000 m | 22.50000 180.00| 22.60000 180.80| 22.50000 180.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | SECTION TOTALS | $ 241,442.82| $ 248,052.34| $ 257,775.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,442.82| $ 248,052.34| $ 257,775.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1917625 |(6) 35-1447641 |EDSAM CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |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 | 1210.00000 7260.00| 1287.25000 7723.50| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7300.00000 7300.00| 3700.00000 3700.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18260.00000 18260.00| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 570.000 m2 | 22.00000 12540.00| 12.25000 6982.50| 30.00000 17100.00 PAVEMENT, REMOVE | | | 0005 202-02241 241.000 m | 14.30000 3446.30| 13.58000 3272.78| 15.00000 3615.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 7300.00000 7300.00| 3000.00000 3000.00| 14000.00000 14000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 7300.00000 7300.00| 3000.00000 3000.00| 14000.00000 14000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-60820 216.000 m2 | 9.90000 2138.40| 8.50000 1836.00| 10.00000 2160.00 SURFACE MILLING, ASPHALT | | | 0009 202-90883 248.300 m2 | 9.90000 2458.17| 9.75000 2420.93| 15.00000 3724.50 OVERLAY, CONCRETE, REMOVE | | | 0010 303-52308 154.100 Mg | 30.80000 4746.28| 34.00000 5239.40| 42.00000 6472.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 216.000 m2 | 2.20000 475.20| 2.00000 432.00| 2.00000 432.00 ASPHALT FOR TACK COAT | | | 0012 501-05310 21.700 m | 440.00000 9548.00| 625.00000 13562.50| 600.00000 13020.00 TERMINAL JOINT | | | 0013 502-06327 130.000 m2 | 60.50000 7865.00| 139.00000 18070.00| 72.00000 9360.00 PCCP, 250 mm | | | 0014 601-01867 8.000 EACH| 1485.00000 11880.00| 1414.64000 11317.12| 1400.00000 11200.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0015 601-02103 7.620 m | 55.00000 419.10| 52.55000 400.43| 50.00000 381.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0016 601-04746 2.000 EACH| 6600.00000 13200.00| 6295.00000 12590.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 3.000 EACH| 3547.50000 10642.50| 4995.00000 14985.00| 4500.00000 13500.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 319.305 m | 34.87000 11134.17| 33.30000 10632.86| 35.00000 11175.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1917625 |(6) 35-1447641 |EDSAM CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 602-06639 42.000 m | 82.50000 3465.00| 118.00000 4956.00| 60.00000 2520.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 180.000 m | 77.00000 13860.00| 83.00000 14940.00| 60.00000 10800.00 TEMPORARY CONCRETE BARRIER | | | 0021 610-05527 9.800 Mg | 302.50000 2964.50| 275.00000 2695.00| 400.00000 3920.00 HMA FOR APPROACHES | | | 0022 610-06257 427.000 m2 | 60.50000 25833.50| 90.50000 38643.50| 65.00000 27755.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 214.000 m2 | 2.20000 470.80| 19.00000 4066.00| 8.00000 1712.00 GEOTEXTILES | | | 0024 616-05688 305.400 Mg | 36.30000 11086.02| 34.00000 10383.60| 50.00000 15270.00 RIPRAP, CLASS 1 | | | 0025 616-06405 120.400 Mg | 36.30000 4370.52| 65.00000 7826.00| 50.00000 6020.00 RIPRAP, REVETMENT | | | 0026 702-51863 168.000 EACH| 8.80000 1478.40| 8.00000 1344.00| 8.00000 1344.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-01540 58.000 EACH| 8.80000 510.40| 14.00000 812.00| 10.00000 580.00 THREADED TIE BAR ASSEMBLY | | | 0028 703-51030 6149.000 kg | 1.32000 8116.68| 1.32000 8116.68| 1.50000 9223.50 REINFORCING STEEL | | | 0029 709-51821 LUMP| 3080.00000 3080.00| 2900.00000 2900.00| 2800.00000 2800.00 SURFACE SEAL , STR NO 1 | | | 0030 709-51821 LUMP| 3520.00000 3520.00| 3300.00000 3300.00| 3200.00000 3200.00 SURFACE SEAL , STR NO 2 | | | 0031 722-51401 10.000 m2 | 484.00000 4840.00| 610.00000 6100.00| 215.18000 2151.80 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 248.300 m2 | 66.00000 16387.80| 128.05000 31794.82| 90.00000 22347.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.900 m3 | 395.00000 750.50| 395.00000 750.50| 395.00000 750.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 24.300 m2 | 110.00000 2673.00| 145.00000 3523.50| 70.00000 1701.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 248.300 m2 | 9.90000 2458.17| 8.25000 2048.48| 8.00000 1986.40 SURFACE MILLING | | | 0036 801-06207 1980.000 m | 3.41000 6751.80| 3.15000 6237.00| 3.05000 6039.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 4.000 EACH| 82.50000 330.00| 79.00000 316.00| 75.00000 300.00 BARRICADE, IIIB | | | 0039 801-06640 16.000 EACH| 66.00000 1056.00| 62.00000 992.00| 60.00000 960.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,069.64 ROUTE : US 52 CALL ORDER : 441 CONTRACT ID : B -25166-A COUNTIES : RUSH LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1917625 |(6) 35-1447641 |EDSAM CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06645 2.000 EACH| 44.00000 88.00| 41.75000 83.50| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP| 6850.00000 6850.00| 4000.00000 4000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0042 801-53072 LUMP| 8800.00000 8800.00| 8200.00000 8200.00| 8500.00000 8500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTOR, | | | STR NO 1 | | | 0043 801-53072 LUMP| 8800.00000 8800.00| 8200.00000 8200.00| 8500.00000 8500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTOR, | | | STR NO 2 | | | 0044 808-06712 84.000 m | 2.20000 184.80| 2.15000 180.60| 2.10000 176.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 540.000 m | 0.44000 237.60| 0.45000 243.00| 1.00000 540.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 696.000 m | 1.98000 1378.08| 1.90000 1322.40| 1.80000 1252.80 LINE, REMOVE | | | 0047 801-06218 8.000 m | 22.00000 176.00| 21.05000 168.40| 20.00000 160.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | SECTION TOTALS | $ 278,430.69| $ 308,308.00| $ 310,929.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,430.69| $ 308,308.00| $ 310,929.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,790.23 ROUTE : SR 101 CALL ORDER : 451 CONTRACT ID : B -25169-A COUNTIES : UNION LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2491006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 113,718.61 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 114,895.81 101.0351% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 121,525.93 106.8654% 4 35-1609544 SCHUTT-LOOKABILL CO $ 130,405.33 114.6736% 5 35-1447641 STRUCTURE CONTRACTORS $ 149,564.15 131.5212% ==================================================================================================================================== |(1) 35-1619477 |(2) 35-2064912 |(3) 35-1128289 |BROWN, L.L. CONSTR. CO., INC|B & P CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1450.00000 5800.00| 650.00000 2600.00| 800.00000 3200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2960.00000 2960.00| 8000.00000 8000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4875.00000 4875.00| 10700.00000 10700.00| 6075.00000 6075.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 9960.00000 9960.00| 10712.50000 10712.50| 25647.00000 25647.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-60820 288.000 m2 | 8.97000 2583.36| 4.00000 1152.00| 10.00000 2880.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 207.000 m3 | 16.07000 3326.49| 17.00000 3519.00| 25.00000 5175.00 EXCAVATION, COMMON | | | 0007 303-52308 450.000 Mg | 20.39000 9175.50| 26.00000 11700.00| 25.00000 11250.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 404-05511 483.000 m2 | 6.28000 3033.24| 4.00000 1932.00| 4.50000 2173.50 SEAL COAT, 2 | | | 0009 406-05521 288.000 m2 | 2.08000 599.04| 0.10000 28.80| 0.15000 43.20 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1465.00000 5860.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 4.000 EACH| 3521.00000 14084.00| 3175.00000 12700.00| 3200.00000 12800.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 308.610 m | 34.40000 10616.18| 33.00000 10184.13| 32.50000 10029.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 602-06646 72.000 m | 86.86000 6253.92| 60.00000 4320.00| 70.00000 5040.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,790.23 ROUTE : SR 101 CALL ORDER : 451 CONTRACT ID : B -25169-A COUNTIES : UNION LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-2064912 |(3) 35-1128289 |BROWN, L.L. CONSTR. CO., INC|B & P CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 602-06729 4.000 EACH| 10.75000 43.00| 7.50000 30.00| 8.00000 32.00 BARRIER DELINEATOR | | | 0015 610-05527 96.000 Mg | 83.33000 7999.68| 81.95000 7867.20| 90.00000 8640.00 HMA FOR APPROACHES | | | 0016 616-02320 123.000 m2 | 5.38000 661.74| 4.00000 492.00| 4.00000 492.00 GEOTEXTILES | | | 0017 616-05689 73.400 Mg | 26.49000 1944.37| 20.00000 1468.00| 36.00000 2642.40 RIPRAP, CLASS 2 | | | 0018 616-06405 40.800 Mg | 26.49000 1080.79| 25.00000 1020.00| 35.00000 1428.00 RIPRAP, REVETMENT | | | 0019 702-51863 218.000 EACH| 10.95000 2387.10| 6.50000 1417.00| 8.00000 1744.00 FIELD DRILLED HOLE IN CONCRETE | | | 0020 703-51030 776.000 kg | 1.95000 1513.20| 1.90000 1474.40| 1.50000 1164.00 REINFORCING STEEL | | | 0021 706-51025 24.000 m | 350.00000 8400.00| 175.00000 4200.00| 200.00000 4800.00 CONCRETE, C, RAILING | | | 0022 709-51821 LUMP| 1250.00000 1250.00| 900.00000 900.00| 1250.00000 1250.00 SURFACE SEAL | | | 0023 801-06640 11.000 EACH| 195.00000 2145.00| 61.00000 671.00| 70.00000 770.00 CONSTRUCTION SIGN, A | | | 0024 801-06645 2.000 EACH| 78.50000 157.00| 41.00000 82.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0025 801-06775 LUMP| 5650.00000 5650.00| 12525.78000 12525.78| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0026 808-06713 80.000 m | 8.50000 680.00| 2.50000 200.00| 2.25000 180.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 80.000 m | 8.50000 680.00| 2.50000 200.00| 2.25000 180.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 113,718.61| $ 114,895.81| $ 121,525.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,718.61| $ 114,895.81| $ 121,525.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,790.23 ROUTE : SR 101 CALL ORDER : 451 CONTRACT ID : B -25169-A COUNTIES : UNION LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1447641 | |SCHUTT-LOOKABILL 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 4.000 MOS | 1500.00000 6000.00| 1500.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6500.00000 6500.00| 7000.00000 7000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 17650.00000 17650.00| 17000.00000 17000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-60820 288.000 m2 | 7.16000 2062.08| 15.00000 4320.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 207.000 m3 | 10.00000 2070.00| 65.00000 13455.00| EXCAVATION, COMMON | | | 0007 303-52308 450.000 Mg | 19.00000 8550.00| 30.00000 13500.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 404-05511 483.000 m2 | 4.60000 2221.80| 4.00000 1932.00| SEAL COAT, 2 | | | 0009 406-05521 288.000 m2 | 0.12000 34.56| 0.10000 28.80| ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1356.00000 5424.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 4.000 EACH| 3616.00000 14464.00| 5000.00000 20000.00| GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 308.610 m | 36.73000 11335.25| 35.00000 10801.35| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 602-06646 72.000 m | 99.00000 7128.00| 100.00000 7200.00| TEMPORARY CONCRETE BARRIER | | | 0014 602-06729 4.000 EACH| 8.00000 32.00| 10.00000 40.00| BARRIER DELINEATOR | | | 0015 610-05527 96.000 Mg | 94.24000 9047.04| 105.00000 10080.00| HMA FOR APPROACHES | | | 0016 616-02320 123.000 m2 | 2.00000 246.00| 6.00000 738.00| GEOTEXTILES | | | 0017 616-05689 73.400 Mg | 40.00000 2936.00| 75.00000 5505.00| RIPRAP, CLASS 2 | | | 0018 616-06405 40.800 Mg | 40.00000 1632.00| 55.00000 2244.00| RIPRAP, REVETMENT | | | 0019 702-51863 218.000 EACH| 6.00000 1308.00| 6.00000 1308.00| FIELD DRILLED HOLE IN CONCRETE | | | 0020 703-51030 776.000 kg | 2.00000 1552.00| 2.00000 1552.00| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,790.23 ROUTE : SR 101 CALL ORDER : 451 CONTRACT ID : B -25169-A COUNTIES : UNION LETTING DATE : 12/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1447641 | |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 706-51025 24.000 m | 250.00000 6000.00| 150.00000 3600.00| CONCRETE, C, RAILING | | | 0022 709-51821 LUMP| 2290.00000 2290.00| 1400.00000 1400.00| SURFACE SEAL | | | 0023 801-06640 11.000 EACH| 68.00000 748.00| 60.00000 660.00| CONSTRUCTION SIGN, A | | | 0024 801-06645 2.000 EACH| 45.00000 90.00| 40.00000 80.00| CONSTRUCTION SIGN, B | | | 0025 801-06775 LUMP| 20623.00000 20623.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0026 808-06713 80.000 m | 2.26000 180.80| 2.00000 160.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 80.000 m | 2.26000 180.80| 2.00000 160.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 130,405.33| $ 149,564.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 130,405.33| $ 149,564.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3826013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 290,543.71 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 311,345.30 107.1595% 3 35-2072438 TD & O LLC $ 318,803.46 109.7265% 4 35-1878024 RAGLE, INC. $ 320,360.95 110.2625% 5 35-1801998 CLR, INC. $ 322,038.97 110.8401% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 322,146.68 110.8771% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 324,775.63 111.7820% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1618530 |(3) 35-2072438 |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI|TD & O LLC 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 | 1190.00000 9520.00| 1100.00000 8800.00| 1100.00000 8800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2240.00000 2240.00| 100.00000 100.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14400.00000 14400.00| 15565.00000 15565.00| 15585.70000 15585.70 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 99.000 m2 | 35.00000 3465.00| 27.00000 2673.00| 40.00000 3960.00 PAVEMENT, REMOVE | | | 0005 202-02241 285.750 m | 7.90000 2257.43| 14.00000 4000.50| 8.25000 2357.44 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 16200.00000 16200.00| 21000.00000 21000.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 336.000 m2 | 12.70000 4267.20| 6.50000 2184.00| 5.00000 1680.00 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 234.000 m2 | 8.25000 1930.50| 3.50000 819.00| 7.50000 1755.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 336.000 m2 | 11.60000 3897.60| 5.00000 1680.00| 7.50000 2520.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 213-52830 7.000 m3 | 167.00000 1169.00| 160.00000 1120.00| 300.00000 2100.00 FLOWABLE MORTAR | | | 0011 303-52308 48.000 Mg | 38.50000 1848.00| 38.00000 1824.00| 25.00000 1200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 234.000 m2 | 1.00000 234.00| 0.95000 222.30| 1.10000 257.40 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1618530 |(3) 35-2072438 |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI|TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-01522 4.000 EACH| 1260.00000 5040.00| 1350.00000 5400.00| 1320.00000 5280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 1.000 EACH| 5040.00000 5040.00| 2800.00000 2800.00| 5280.00000 5280.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 3937.50000 15750.00| 3500.00000 14000.00| 4125.00000 16500.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 247.650 m | 41.40000 10252.71| 36.00000 8915.40| 43.40000 10748.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 77.000 m | 100.00000 7700.00| 75.00000 5775.00| 135.00000 10395.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 99.300 m | 86.00000 8539.80| 65.00000 6454.50| 125.00000 12412.50 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 8.90000 142.40| 7.00000 112.00| 10.00000 160.00 BARRIER DELINEATOR | | | 0020 610-05527 200.200 Mg | 125.00000 25025.00| 96.00000 19219.20| 109.31000 21883.86 HMA FOR APPROACHES | | | 0021 610-06257 127.400 m2 | 81.00000 10319.40| 78.00000 9937.20| 50.00000 6370.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 1168.000 m2 | 2.25000 2628.00| 2.10000 2452.80| 2.50000 2920.00 GEOTEXTILES | | | 0023 616-05689 1007.000 Mg | 28.80000 29001.60| 39.00000 39273.00| 30.00000 30210.00 RIPRAP, CLASS 2 | | | 0024 702-51863 434.000 EACH| 5.50000 2387.00| 14.10000 6119.40| 6.00000 2604.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-90976 1508.000 kg | 1.75000 2639.00| 1.25000 1885.00| 1.25000 1885.00 REINFORCING STEEL, GRADE 60 | | | 0026 703-96177 3229.000 kg | 1.90000 6135.10| 1.30000 4197.70| 1.50000 4843.50 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 134.000 EACH| 16.70000 2237.80| 18.00000 2412.00| 10.00000 1340.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 6.800 m3 | 1240.00000 8432.00| 900.00000 6120.00| 1200.00000 8160.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05733 4.000 EACH| 1030.00000 4120.00| 1200.00000 4800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0030 706-51025 86.000 m | 124.00000 10664.00| 125.00000 10750.00| 125.00000 10750.00 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3860.00000 3860.00| 2700.00000 2700.00| 4000.00000 4000.00 SURFACE SEAL | | | 0032 722-51401 17.000 m2 | 274.00000 4658.00| 240.00000 4080.00| 225.00000 3825.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1618530 |(3) 35-2072438 |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI|TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 722-51842 336.000 m2 | 69.50000 23352.00| 111.00000 37296.00| 74.00000 24864.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.200 m3 | 395.00000 2054.00| 395.00000 2054.00| 395.00000 2054.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 80.000 m2 | 128.00000 10240.00| 70.00000 5600.00| 55.00000 4400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-03276 19.400 m | 105.00000 2037.00| 200.00000 3880.00| 300.00000 5820.00 EXPANSION JOINT SEALING SYSTEM | | | 0037 801-01851 LUMP| 12800.00000 12800.00| 15000.00000 15000.00| 20500.00000 20500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 1313.000 m | 1.00000 1313.00| 0.95000 1247.35| 1.01000 1326.13 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 413.000 m | 3.15000 1300.95| 3.15000 1300.95| 3.30000 1362.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06218 6.800 m | 18.90000 128.52| 19.00000 129.20| 19.80000 134.64 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0041 801-06606 2.000 EACH| 210.00000 420.00| 210.00000 420.00| 220.00000 440.00 BARRICADE, IIIB | | | 0042 801-06640 20.000 EACH| 78.75000 1575.00| 80.00000 1600.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 42.00000 84.00| 42.00000 84.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 5700.00000 5700.00| 20000.00000 20000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 67.000 m | 1.00000 67.00| 1.00000 67.00| 1.00000 67.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 533.000 m | 1.00000 533.00| 1.00000 533.00| 1.00000 533.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 747.000 m | 2.10000 1568.70| 2.40000 1792.80| 2.20000 1643.40 LINE, REMOVE | | | 0048 201-90788 LUMP| 1370.00000 1370.00| 2950.00000 2950.00| 5125.98000 5125.98 DEBRIS, REMOVE | | | SECTION TOTALS | $ 290,543.71| $ 311,345.30| $ 318,803.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,543.71| $ 311,345.30| $ 318,803.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1801998 |(6) 35-2040801 |RAGLE, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 800.00000 6400.00| 1275.00000 10200.00| 1500.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 950.00000 950.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 16250.00000 16250.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 99.000 m2 | 18.00000 1782.00| 45.00000 4455.00| 25.00000 2475.00 PAVEMENT, REMOVE | | | 0005 202-02241 285.750 m | 8.00000 2286.00| 7.00000 2000.25| 13.50000 3857.63 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 45000.00000 45000.00| 23500.00000 23500.00| 39000.00000 39000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 336.000 m2 | 7.25000 2436.00| 19.00000 6384.00| 6.00000 2016.00 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 234.000 m2 | 7.25000 1696.50| 10.00000 2340.00| 6.00000 1404.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 336.000 m2 | 7.25000 2436.00| 6.00000 2016.00| 4.00000 1344.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 213-52830 7.000 m3 | 175.00000 1225.00| 740.00000 5180.00| 225.00000 1575.00 FLOWABLE MORTAR | | | 0011 303-52308 48.000 Mg | 25.00000 1200.00| 100.00000 4800.00| 35.00000 1680.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 234.000 m2 | 0.95000 222.30| 0.98000 229.32| 1.75000 409.50 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1280.00000 5120.00| 1315.00000 5260.00| 1280.00000 5120.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 1.000 EACH| 8000.00000 8000.00| 5950.00000 5950.00| 8000.00000 8000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 3350.00000 13400.00| 3675.00000 14700.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 247.650 m | 34.00000 8420.10| 35.00000 8667.75| 34.00000 8420.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 77.000 m | 120.00000 9240.00| 97.00000 7469.00| 65.00000 5005.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 99.300 m | 110.00000 10923.00| 77.00000 7646.10| 60.00000 5958.00 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 6.00000 96.00| 14.00000 224.00| 7.00000 112.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1801998 |(6) 35-2040801 |RAGLE, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 200.200 Mg | 117.00000 23423.40| 99.00000 19819.80| 85.00000 17017.00 HMA FOR APPROACHES | | | 0021 610-06257 127.400 m2 | 60.00000 7644.00| 67.00000 8535.80| 85.00000 10829.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 1168.000 m2 | 1.80000 2102.40| 4.00000 4672.00| 3.20000 3737.60 GEOTEXTILES | | | 0023 616-05689 1007.000 Mg | 24.00000 24168.00| 20.00000 20140.00| 34.00000 34238.00 RIPRAP, CLASS 2 | | | 0024 702-51863 434.000 EACH| 6.00000 2604.00| 5.50000 2387.00| 6.50000 2821.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-90976 1508.000 kg | 1.40000 2111.20| 2.10000 3166.80| 2.20000 3317.60 REINFORCING STEEL, GRADE 60 | | | 0026 703-96177 3229.000 kg | 1.60000 5166.40| 2.85000 9202.65| 2.40000 7749.60 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 134.000 EACH| 12.00000 1608.00| 20.00000 2680.00| 8.00000 1072.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 6.800 m3 | 1200.00000 8160.00| 2800.00000 19040.00| 1435.00000 9758.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05733 4.000 EACH| 1200.00000 4800.00| 1140.00000 4560.00| 1750.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0030 706-51025 86.000 m | 120.00000 10320.00| 140.00000 12040.00| 150.00000 12900.00 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 1500.00000 1500.00| 2300.00000 2300.00| 3000.00000 3000.00 SURFACE SEAL | | | 0032 722-51401 17.000 m2 | 170.00000 2890.00| 324.00000 5508.00| 300.00000 5100.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 336.000 m2 | 65.00000 21840.00| 98.00000 32928.00| 80.00000 26880.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.200 m3 | 395.00000 2054.00| 395.00000 2054.00| 395.00000 2054.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 80.000 m2 | 60.00000 4800.00| 105.00000 8400.00| 70.00000 5600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-03276 19.400 m | 300.00000 5820.00| 490.00000 9506.00| 450.00000 8730.00 EXPANSION JOINT SEALING SYSTEM | | | 0037 801-01851 LUMP| 33000.00000 33000.00| 12600.00000 12600.00| 12600.00000 12600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 1313.000 m | 0.60000 787.80| 0.60000 787.80| 0.60000 787.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 413.000 m | 3.30000 1362.90| 4.75000 1961.75| 3.30000 1362.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1801998 |(6) 35-2040801 |RAGLE, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06218 6.800 m | 20.00000 136.00| 30.00000 204.00| 20.00000 136.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0041 801-06606 2.000 EACH| 90.00000 180.00| 92.00000 184.00| 90.00000 180.00 BARRICADE, IIIB | | | 0042 801-06640 20.000 EACH| 69.00000 1380.00| 100.00000 2000.00| 69.00000 1380.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 39.00000 78.00| 40.00000 80.00| 39.00000 78.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 67.000 m | 1.10000 73.70| 1.13000 75.71| 1.10000 73.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 533.000 m | 1.10000 586.30| 1.13000 602.29| 1.10000 586.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 747.000 m | 1.85000 1381.95| 1.85000 1381.95| 1.85000 1381.95 LINE, REMOVE | | | 0048 201-90788 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00 DEBRIS, REMOVE | | | SECTION TOTALS | $ 320,360.95| $ 322,038.97| $ 322,146.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 320,360.95| $ 322,038.97| $ 322,146.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | 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 | 1825.00000 14600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4600.00000 4600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 99.000 m2 | 58.00000 5742.00| | PAVEMENT, REMOVE | | | 0005 202-02241 285.750 m | 14.30000 4086.23| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 23850.00000 23850.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 336.000 m2 | 9.30000 3124.80| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 234.000 m2 | 4.10000 959.40| | SURFACE MILLING, ASPHALT | | | 0009 202-60822 336.000 m2 | 4.60000 1545.60| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 213-52830 7.000 m3 | 90.00000 630.00| | FLOWABLE MORTAR | | | 0011 303-52308 48.000 Mg | 25.00000 1200.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 234.000 m2 | 1.00000 234.00| | ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1340.00000 5360.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 1.000 EACH| 8900.00000 8900.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-94689 4.000 EACH| 3550.00000 14200.00| | GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 247.650 m | 36.00000 8915.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 77.000 m | 103.00000 7931.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 99.300 m | 92.00000 9135.60| | TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 16.000 EACH| 18.00000 288.00| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 200.200 Mg | 128.00000 25625.60| | HMA FOR APPROACHES | | | 0021 610-06257 127.400 m2 | 57.00000 7261.80| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 1168.000 m2 | 2.30000 2686.40| | GEOTEXTILES | | | 0023 616-05689 1007.000 Mg | 25.80000 25980.60| | RIPRAP, CLASS 2 | | | 0024 702-51863 434.000 EACH| 11.00000 4774.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-90976 1508.000 kg | 2.40000 3619.20| | REINFORCING STEEL, GRADE 60 | | | 0026 703-96177 3229.000 kg | 2.70000 8718.30| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0027 703-97936 134.000 EACH| 14.00000 1876.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 6.800 m3 | 1040.00000 7072.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05733 4.000 EACH| 1280.00000 5120.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0030 706-51025 86.000 m | 127.00000 10922.00| | CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 2850.00000 2850.00| | SURFACE SEAL | | | 0032 722-51401 17.000 m2 | 278.00000 4726.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 336.000 m2 | 64.00000 21504.00| | BRIDGE DECK OVERLAY | | | 0034 722-51846 5.200 m3 | 395.00000 2054.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 80.000 m2 | 142.00000 11360.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-03276 19.400 m | 218.00000 4229.20| | EXPANSION JOINT SEALING SYSTEM | | | 0037 801-01851 LUMP| 21745.00000 21745.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 1313.000 m | 0.60000 787.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 413.000 m | 3.60000 1486.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 461 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,256.62 ROUTE : SR 168 CALL ORDER : 461 CONTRACT ID : B -25170-A COUNTIES : GIBSON LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06218 6.800 m | 22.00000 149.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0041 801-06606 2.000 EACH| 95.00000 190.00| | BARRICADE, IIIB | | | 0042 801-06640 20.000 EACH| 73.00000 1460.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 43.00000 86.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 8800.00000 8800.00| | MAINTAINING TRAFFIC | | | 0045 808-06712 67.000 m | 1.20000 80.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 533.000 m | 1.20000 639.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06716 747.000 m | 1.90000 1419.30| | LINE, REMOVE | | | 0048 201-90788 LUMP| 6250.00000 6250.00| | DEBRIS, REMOVE | | | SECTION TOTALS | $ 324,775.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,775.63| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 613,609.52 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 615,073.47 100.2385% 3 35-1447641 STRUCTURE CONTRACTORS $ 620,822.17 101.1754% 4 35-1801998 CLR, INC. $ 644,030.52 104.9577% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 660,328.72 107.6138% ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1618530 |(3) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|AMERICAN CONTRACTING & SERVI|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 | 1123.73000 6742.38| 1000.00000 6000.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2083.40000 2083.40| 300.00000 300.00| 1200.00000 1200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30680.48000 30680.48| 30800.00000 30800.00| 31000.00000 31000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 132.900 m2 | 22.24000 2955.70| 18.00000 2392.20| 60.00000 7974.00 PAVEMENT, REMOVE | | | 0005 202-02241 285.750 m | 12.47000 3563.30| 12.60000 3600.45| 8.00000 2286.00 GUARDRAIL, REMOVE | | | 0006 202-51133 384.770 m | 0.40000 153.91| 8.00000 3078.16| 3.00000 1154.31 RAILING, REMOVE | | | 0007 202-51328 LUMP| 38490.03000 38490.03| 22300.00000 22300.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 2731.100 m2 | 7.80000 21302.58| 5.00000 13655.50| 5.00000 13655.50 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 200.500 m2 | 8.68000 1740.34| 2.00000 401.00| 5.00000 1002.50 SURFACE MILLING, ASPHALT | | | 0010 202-60822 2731.100 m2 | 0.15000 409.67| 2.75000 7510.53| 5.00000 13655.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 211-06467 17.300 m3 | 39.80000 688.54| 30.00000 519.00| 65.00000 1124.50 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 329.500 Mg | 18.11000 5967.25| 21.00000 6919.50| 20.00000 6590.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 405-05517 1.100 Mg | 886.48000 975.13| 850.00000 935.00| 700.00000 770.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1618530 |(3) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 0.500 Mg | 229.63000 114.82| 220.00000 110.00| 780.00000 390.00 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1302.13000 5208.52| 1325.00000 5300.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 1.000 EACH| 7812.75000 7812.75| 2400.00000 2400.00| 4800.00000 4800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 3437.61000 13750.44| 3450.00000 13800.00| 3800.00000 15200.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 274.320 m | 33.66000 9233.61| 33.00000 9052.56| 38.00000 10424.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 168.700 m | 47.50000 8013.25| 80.00000 13496.00| 55.00000 9278.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 215.000 m | 47.50000 10212.50| 76.00000 16340.00| 55.00000 11825.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 68.000 EACH| 8.85000 601.80| 9.00000 612.00| 10.00000 680.00 BARRIER DELINEATOR | | | 0022 610-05527 581.700 Mg | 82.68000 48094.96| 79.00000 45954.30| 78.00000 45372.60 HMA FOR APPROACHES | | | 0023 610-06257 237.900 m2 | 62.02000 14754.56| 60.00000 14274.00| 60.00000 14274.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-06401 59.200 Mg | 54.16000 3206.27| 17.00000 1006.40| 45.00000 2664.00 RIPRAP, DUMPED | | | 0025 619-93423 LUMP| 1562.55000 1562.55| 730.00000 730.00| 700.00000 700.00 POLLUTION CONTROL | | | 0026 619-95315 LUMP| 7812.75000 7812.75| 7000.00000 7000.00| 4200.00000 4200.00 CLEAN AND PAINT BEARING ASSEMBLIES AND | | | END DIAPHRAGMS | | | 0027 702-03607 64.000 EACH| 23.60000 1510.40| 12.00000 768.00| 35.00000 2240.00 CORED HOLE IN CONCRETE | | | 0028 702-51005 7.500 m3 | 1574.46000 11808.45| 850.00000 6375.00| 800.00000 6000.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51110 1219.400 kg | 5.98000 7292.01| 7.00000 8535.80| 8.00000 9755.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0030 702-51863 2612.000 EACH| 5.59000 14601.08| 8.50000 22202.00| 6.00000 15672.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-90976 3203.000 kg | 1.43000 4580.29| 1.20000 3843.60| 1.50000 4804.50 REINFORCING STEEL, GRADE 60 | | | 0032 703-96177 17093.000 kg | 1.57000 26836.01| 1.30000 22220.90| 1.60000 27348.80 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1618530 |(3) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-97936 128.000 EACH| 12.05000 1542.40| 12.00000 1536.00| 12.00000 1536.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 19.500 m3 | 1188.44000 23174.58| 850.00000 16575.00| 1000.00000 19500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 4.000 EACH| 1415.03000 5660.12| 1250.00000 5000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51025 385.400 m | 88.79000 34219.67| 120.00000 46248.00| 100.00000 38540.00 CONCRETE, C, RAILING | | | 0037 709-51821 LUMP| 4791.82000 4791.82| 6000.00000 6000.00| 5800.00000 5800.00 SURFACE SEAL | | | 0038 711-90274 184.000 EACH| 8.07000 1484.88| 9.00000 1656.00| 15.00000 2760.00 WELDED STUD, 19 mm x 100 mm | | | 0039 715-91361 14.800 m | 51.71000 765.31| 37.00000 547.60| 125.00000 1850.00 PIPE, PVC, 150 mm | | | 0040 722-51401 130.000 m2 | 197.96000 25734.80| 78.00000 10140.00| 161.40000 20982.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 2731.100 m2 | 39.32000 107386.85| 49.50000 135189.45| 35.00000 95588.50 BRIDGE DECK OVERLAY | | | 0042 722-51846 26.200 m3 | 395.00000 10349.00| 395.00000 10349.00| 395.00000 10349.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 388.000 m2 | 46.48000 18034.24| 50.00000 19400.00| 70.00000 27160.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 724-51925 14.700 m | 318.00000 4674.60| 480.00000 7056.00| 350.00000 5145.00 STRUCTURAL EXPANSION JOINT, SS | | | 0045 724-51927 15.000 m | 288.64000 4329.60| 220.00000 3300.00| 700.00000 10500.00 EXPANSION JOINT, M , REPLACE SEAL | | | 0046 732-06581 1.000 EACH| 6526.19000 6526.19| 9000.00000 9000.00| 850.00000 850.00 JOINT , MODULAR, REPAIR | | | 0047 801-01851 LUMP| 14583.80000 14583.80| 14500.00000 14500.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06203 476.800 m | 1.50000 715.20| 1.00000 476.80| 1.00000 476.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 3202.200 m | 3.18000 10183.00| 3.10000 9926.82| 3.00000 9606.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 1.000 EACH| 140.63000 140.63| 220.00000 220.00| 200.00000 200.00 BARRICADE, IIIB | | | 0052 801-06640 27.000 EACH| 103.13000 2784.51| 110.00000 2970.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 1.000 EACH| 78.13000 78.13| 55.00000 55.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1618530 |(3) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 19917.32000 19917.32| 19000.00000 19000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0055 808-06712 131.200 m | 0.75000 98.40| 1.00000 131.20| 1.00000 131.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1049.800 m | 0.75000 787.35| 1.00000 1049.80| 1.00000 1049.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06716 630.000 m | 1.67000 1052.10| 2.10000 1323.00| 3.00000 1890.00 LINE, REMOVE | | | 0058 808-75996 9.000 EACH| 18.56000 167.04| 5.00000 45.00| 7.00000 63.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 9.000 EACH| 129.17000 1162.53| 90.00000 810.00| 80.00000 720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 801-06218 7.400 m | 68.34000 505.72| 18.50000 136.90| 18.00000 133.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | SECTION TOTALS | $ 613,609.52| $ 615,073.47| $ 620,822.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 613,609.52| $ 615,073.47| $ 620,822.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 2200.00000 13200.00| 1600.00000 9600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 900.00000 900.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32200.00000 32200.00| 33000.00000 33000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 132.900 m2 | 25.00000 3322.50| 35.00000 4651.50| PAVEMENT, REMOVE | | | 0005 202-02241 285.750 m | 4.00000 1143.00| 12.00000 3429.00| GUARDRAIL, REMOVE | | | 0006 202-51133 384.770 m | 8.00000 3078.16| 12.00000 4617.24| RAILING, REMOVE | | | 0007 202-51328 LUMP| 27900.00000 27900.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 2731.100 m2 | 3.50000 9558.85| 5.00000 13655.50| BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 200.500 m2 | 20.00000 4010.00| 5.00000 1002.50| SURFACE MILLING, ASPHALT | | | 0010 202-60822 2731.100 m2 | 1.30000 3550.43| 2.00000 5462.20| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 211-06467 17.300 m3 | 115.00000 1989.50| 75.00000 1297.50| AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 329.500 Mg | 23.00000 7578.50| 17.00000 5601.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 405-05517 1.100 Mg | 870.00000 957.00| 650.00000 715.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 0.500 Mg | 350.00000 175.00| 780.00000 390.00| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1230.00000 4920.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 1.000 EACH| 6300.00000 6300.00| 7500.00000 7500.00| ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 3980.00000 15920.00| 3300.00000 13200.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 274.320 m | 38.75000 10629.90| 32.20000 8833.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 168.700 m | 65.00000 10965.50| 60.00000 10122.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 215.000 m | 64.00000 13760.00| 55.00000 11825.00| TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 68.000 EACH| 14.00000 952.00| 8.50000 578.00| BARRIER DELINEATOR | | | 0022 610-05527 581.700 Mg | 79.00000 45954.30| 78.00000 45372.60| HMA FOR APPROACHES | | | 0023 610-06257 237.900 m2 | 67.00000 15939.30| 75.00000 17842.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-06401 59.200 Mg | 50.00000 2960.00| 40.00000 2368.00| RIPRAP, DUMPED | | | 0025 619-93423 LUMP| 700.00000 700.00| 700.00000 700.00| POLLUTION CONTROL | | | 0026 619-95315 LUMP| 3950.00000 3950.00| 4200.00000 4200.00| CLEAN AND PAINT BEARING ASSEMBLIES AND | | | END DIAPHRAGMS | | | 0027 702-03607 64.000 EACH| 34.00000 2176.00| 20.00000 1280.00| CORED HOLE IN CONCRETE | | | 0028 702-51005 7.500 m3 | 940.00000 7050.00| 1200.00000 9000.00| CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51110 1219.400 kg | 8.00000 9755.20| 6.00000 7316.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0030 702-51863 2612.000 EACH| 5.00000 13060.00| 6.00000 15672.00| FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-90976 3203.000 kg | 1.58000 5060.74| 1.50000 4804.50| REINFORCING STEEL, GRADE 60 | | | 0032 703-96177 17093.000 kg | 1.64000 28032.52| 1.75000 29912.75| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0033 703-97936 128.000 EACH| 18.00000 2304.00| 8.00000 1024.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 19.500 m3 | 1250.00000 24375.00| 900.00000 17550.00| CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 4.000 EACH| 1070.00000 4280.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51025 385.400 m | 92.50000 35649.50| 145.00000 55883.00| CONCRETE, C, RAILING | | | 0037 709-51821 LUMP| 4700.00000 4700.00| 5000.00000 5000.00| SURFACE SEAL | | | 0038 711-90274 184.000 EACH| 7.95000 1462.80| 7.75000 1426.00| WELDED STUD, 19 mm x 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-91361 14.800 m | 105.00000 1554.00| 200.00000 2960.00| PIPE, PVC, 150 mm | | | 0040 722-51401 130.000 m2 | 170.00000 22100.00| 250.00000 32500.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 2731.100 m2 | 43.00000 117437.30| 45.00000 122899.50| BRIDGE DECK OVERLAY | | | 0042 722-51846 26.200 m3 | 395.00000 10349.00| 395.00000 10349.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 388.000 m2 | 125.00000 48500.00| 70.00000 27160.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 724-51925 14.700 m | 450.00000 6615.00| 325.00000 4777.50| STRUCTURAL EXPANSION JOINT, SS | | | 0045 724-51927 15.000 m | 475.00000 7125.00| 850.00000 12750.00| EXPANSION JOINT, M , REPLACE SEAL | | | 0046 732-06581 1.000 EACH| 9000.00000 9000.00| 3000.00000 3000.00| JOINT , MODULAR, REPAIR | | | 0047 801-01851 LUMP| 14300.00000 14300.00| 13650.00000 13650.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06203 476.800 m | 1.75000 834.40| 1.40000 667.52| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 3202.200 m | 2.95000 9446.49| 3.05000 9766.71| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06606 1.000 EACH| 350.00000 350.00| 135.00000 135.00| BARRICADE, IIIB | | | 0052 801-06640 27.000 EACH| 103.00000 2781.00| 99.00000 2673.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 1.000 EACH| 100.00000 100.00| 75.00000 75.00| CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 9000.00000 9000.00| 12500.00000 12500.00| MAINTAINING TRAFFIC | | | 0055 808-06712 131.200 m | 1.35000 177.12| 0.70000 91.84| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 1049.800 m | 0.94000 986.81| 0.70000 734.86| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06716 630.000 m | 2.05000 1291.50| 1.60000 1008.00| LINE, REMOVE | | | 0058 808-75996 9.000 EACH| 45.00000 405.00| 15.00000 135.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 9.000 EACH| 125.00000 1125.00| 124.00000 1116.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 471 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,192.07 ROUTE : NUS231 CALL ORDER : 471 CONTRACT ID : B -25171-A COUNTIES : GREENE LETTING DATE : 12/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06218 7.400 m | 18.00000 133.20| 20.00000 148.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | SECTION TOTALS | $ 644,030.52| $ 660,328.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,030.52| $ 660,328.72| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9946043 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 519,543.06 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 566,810.18 109.0978% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 577,476.42 111.1508% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 647,887.05 124.7032% 5 35-1212938 ATLAS EXCAVATING, INC. $ 695,725.11 133.9109% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY 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 | 1200.00000 10800.00| 1657.63000 14918.67| 1250.00000 11250.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 4347.74000 4347.74| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 29411.10000 29411.10| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 2732.01000 2732.01| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 30967.39000 30967.39| 63800.00000 63800.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2011.000 CYS | 7.00000 14077.00| 8.80000 17696.80| 9.00000 18099.00 EXCAVATION, COMMON | | | 0007 203-02045 793.000 CYS | 4.00000 3172.00| 5.12000 4060.16| 9.00000 7137.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 4024.000 CYS | 7.50000 30180.00| 13.97000 56215.28| 5.00000 20120.00 BORROW | | | 0009 203-51223 136.000 CYS | 8.00000 1088.00| 14.76000 2007.36| 20.00000 2720.00 EXCAVATION, WATERWAY | | | 0010 205-02224 1220.000 LFT | 2.00000 2440.00| 1.70000 2074.00| 1.70000 2074.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 240.000 LFT | 3.00000 720.00| 2.50000 600.00| 2.50000 600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 3.000 EACH| 90.00000 270.00| 45.00000 135.00| 45.00000 135.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 4.000 EACH| 100.00000 400.00| 50.00000 200.00| 50.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 206-51220 55.200 CYS | 120.00000 6624.00| 31.77000 1753.70| 30.00000 1656.00 EXCAVATION, WET | | | 0015 211-02060 306.000 CYS | 17.00000 5202.00| 26.05000 7971.30| 7.00000 2142.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 24.000 CYS | 17.00000 408.00| 48.02000 1152.48| 23.80000 571.20 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-04095 373.000 TON | 16.00000 5968.00| 14.57000 5434.61| 14.14000 5274.22 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0018 303-52308 1565.000 TON | 15.00000 23475.00| 13.14000 20564.10| 13.22000 20689.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05474 456.000 TON | 46.00000 20976.00| 40.00000 18240.00| 40.00000 18240.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 150.000 TON | 66.00000 9900.00| 58.00000 8700.00| 58.00000 8700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 2814.000 SYS | 0.86000 2420.04| 0.75000 2110.50| 0.75000 2110.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 4263.000 SYS | 0.23000 980.49| 0.20000 852.60| 0.20000 852.60 ASPHALT FOR TACK COAT | | | 0023 601-02103 82.500 LFT | 17.85000 1472.63| 15.85000 1307.63| 15.85000 1307.63 GUARDRAIL, SHOP CURVED, W BEAM, 6 FT. 3 | | | IN. SPACING | | | 0024 601-06037 1.000 EACH| 750.00000 750.00| 675.00000 675.00| 675.00000 675.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 400.00000 1600.00| 350.00000 1400.00| 350.00000 1400.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-61390 3.000 EACH| 60.00000 180.00| 40.00000 120.00| 40.00000 120.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0027 601-99105 136.250 LFT | 12.50000 1703.13| 11.00000 1498.75| 11.00000 1498.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-05527 201.200 TON | 66.50000 13379.80| 58.00000 11669.60| 62.82000 12639.38 HMA FOR APPROACHES | | | 0029 610-06257 146.600 SYS | 46.00000 6743.60| 38.86000 5696.88| 60.00000 8796.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 611-06497 6.000 EACH| 200.00000 1200.00| 185.00000 1110.00| 185.00000 1110.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 8.000 EACH| 500.00000 4000.00| 425.00000 3400.00| 221.65000 1773.20 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06527 1.000 EACH| 600.00000 600.00| 400.00000 400.00| 221.65000 221.65 MONUMENT, SECTION CORNER | | | 0033 616-02320 964.000 SYS | 3.50000 3374.00| 1.94000 1870.16| 2.00000 1928.00 GEOTEXTILES | | | 0034 616-06405 699.000 TON | 16.90000 11813.10| 16.77000 11722.23| 20.00000 13980.00 RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 720.00000 720.00| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01956 123.300 LBS | 15.24000 1879.09| 12.70000 1565.91| 12.70000 1565.91 SEED MIXTURE, LEGUME, 1 | | | 0037 621-06548 2.200 LBS | 50.00000 110.00| 25.00000 55.00| 25.00000 55.00 SEED MIXTURE, CV | | | 0038 621-06559 3139.000 SYS | 0.63000 1977.57| 0.55000 1726.45| 0.55000 1726.45 MULCHED SEEDING, R | | | 0039 621-06567 14.000 MG | 3.00000 42.00| 2.00000 28.00| 2.00000 28.00 WATER | | | 0040 621-06575 3460.000 SYS | 3.78000 13078.80| 3.15000 10899.00| 3.15000 10899.00 SODDING, NURSERY | | | 0041 621-52448 4.000 EACH| 50.00000 200.00| 30.00000 120.00| 30.00000 120.00 SIGN, DO NOT SPRAY | | | 0042 622-52436 3.000 EACH| 50.00000 150.00| 30.00000 90.00| 30.00000 90.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 45.000 EACH| 14.00000 630.00| 12.50000 562.50| 12.50000 562.50 SEEDLING | | | 0044 701-98647 640.000 LFT | 27.00000 17280.00| 39.80000 25472.00| 30.00000 19200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0045 702-51005 54.700 CYS | 350.00000 19145.00| 668.62000 36573.51| 600.00000 32820.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 27.400 CYS | 300.00000 8220.00| 1759.01000 48196.87| 350.00000 9590.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 13392.000 LBS | 1.00000 13392.00| 0.50000 6696.00| 0.46000 6160.32 REINFORCING STEEL | | | 0048 703-51032 24737.000 LBS | 0.80000 19789.60| 0.56000 13852.72| 0.52000 12863.24 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 135.000 CYS | 375.00000 50625.00| 511.64000 69071.40| 650.00000 87750.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06344 225.000 LFT | 51.50000 11587.50| 46.00000 10350.00| 46.00000 10350.00 RAILING, TS-1 | | | 0051 707-05982 596.250 LFT | 65.41000 39000.71| 60.72000 36204.30| 139.33000 83075.51 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 2500.00000 2500.00| 2687.08000 2687.08| 1800.00000 1800.00 SURFACE SEAL | | | 0053 715-05407 96.000 LFT | 12.00000 1152.00| 7.20000 691.20| 2.74000 263.04 PIPE, END BENT DRAIN, 6 IN. | | | 0054 715-13015 164.000 LFT | 30.00000 4920.00| 22.06000 3617.84| 19.62000 3217.68 PIPE, GROUP L, 15 IN. | | | 0055 715-13020 246.000 LFT | 26.00000 6396.00| 18.36000 4516.56| 20.58000 5062.68 PIPE, GROUP L, 18 IN. | | | 0056 715-46005 6.000 EACH| 140.00000 840.00| 642.55000 3855.30| 191.11000 1146.66 PIPE END SECTION, 15 IN. | | | 0057 720-45030 2.000 EACH| 1100.00000 2200.00| 1684.76000 3369.52| 736.32000 1472.64 INLET, E7 | | | 0058 720-45040 2.000 EACH| 1700.00000 3400.00| 2919.76000 5839.52| 1971.32000 3942.64 INLET, G7 | | | 0059 721-43010 1.000 EACH| 2200.00000 2200.00| 991.20000 991.20| 664.21000 664.21 AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0060 801-04308 4.000 EACH| 700.00000 2800.00| 300.00000 1200.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06196 16.000 EACH| 170.00000 2720.00| 70.00000 1120.00| 70.00000 1120.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0062 801-06605 6.000 EACH| 212.00000 1272.00| 120.00000 720.00| 120.00000 720.00 BARRICADE, IIIA | | | 0063 801-06606 8.000 EACH| 300.00000 2400.00| 130.00000 1040.00| 130.00000 1040.00 BARRICADE, IIIB | | | 0064 801-06640 4.000 EACH| 250.00000 1000.00| 89.00000 356.00| 89.00000 356.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 4000.00000 4000.00| 250.00000 250.00| 0.01000 0.01 MAINTAINING TRAFFIC | | | 0066 802-05704 8.000 LFT | 20.00000 160.00| 5.00000 40.00| 5.00000 40.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-76025 10.000 SFT | 32.00000 320.00| 13.00000 130.00| 13.00000 130.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0068 808-06713 2600.000 LFT | 0.22000 572.00| 0.17000 442.00| 0.17000 442.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-06714 2600.000 LFT | 0.22000 572.00| 0.17000 442.00| 0.17000 442.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0070 202-02241 25.000 LFT | 15.00000 375.00| 16.93000 423.25| 5.62000 140.50 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1339168 |(3) 35-1582109 |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 519,543.06| $ 566,810.18| $ 577,476.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,543.06| $ 566,810.18| $ 577,476.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1800.00000 16200.00| 750.00000 6750.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 21000.00000 21000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 116577.66000 116577.66| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2011.000 CYS | 8.00000 16088.00| 10.00000 20110.00| EXCAVATION, COMMON | | | 0007 203-02045 793.000 CYS | 4.50000 3568.50| 6.00000 4758.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 4024.000 CYS | 7.25000 29174.00| 12.00000 48288.00| BORROW | | | 0009 203-51223 136.000 CYS | 15.00000 2040.00| 14.00000 1904.00| EXCAVATION, WATERWAY | | | 0010 205-02224 1220.000 LFT | 1.70000 2074.00| 1.70000 2074.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 240.000 LFT | 2.50000 600.00| 4.50000 1080.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 3.000 EACH| 45.00000 135.00| 125.00000 375.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 4.000 EACH| 50.00000 200.00| 100.00000 400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 206-51220 55.200 CYS | 150.00000 8280.00| 2380.00000 131376.00| EXCAVATION, WET | | | 0015 211-02060 306.000 CYS | 25.00000 7650.00| 23.00000 7038.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 24.000 CYS | 25.00000 600.00| 85.00000 2040.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 303-04095 373.000 TON | 25.00000 9325.00| 19.00000 7087.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0018 303-52308 1565.000 TON | 16.00000 25040.00| 17.00000 26605.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05474 456.000 TON | 45.00000 20520.00| 42.50000 19380.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 150.000 TON | 58.00000 8700.00| 60.00000 9000.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 2814.000 SYS | 1.00000 2814.00| 0.80000 2251.20| ASPHALT FOR PRIME COAT | | | 0022 406-05521 4263.000 SYS | 0.35000 1492.05| 0.25000 1065.75| ASPHALT FOR TACK COAT | | | 0023 601-02103 82.500 LFT | 15.85000 1307.63| 16.60000 1369.50| GUARDRAIL, SHOP CURVED, W BEAM, 6 FT. 3 | | | IN. SPACING | | | 0024 601-06037 1.000 EACH| 675.00000 675.00| 700.00000 700.00| GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 350.00000 1400.00| 370.00000 1480.00| GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-61390 3.000 EACH| 40.00000 120.00| 41.50000 124.50| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0027 601-99105 136.250 LFT | 11.00000 1498.75| 11.50000 1566.88| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-05527 201.200 TON | 85.00000 17102.00| 62.00000 12474.40| HMA FOR APPROACHES | | | 0029 610-06257 146.600 SYS | 45.00000 6597.00| 44.00000 6450.40| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 611-06497 6.000 EACH| 185.00000 1110.00| 190.00000 1140.00| MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 8.000 EACH| 100.00000 800.00| 445.00000 3560.00| MONUMENT, B | | | 0032 615-06527 1.000 EACH| 200.00000 200.00| 425.00000 425.00| MONUMENT, SECTION CORNER | | | 0033 616-02320 964.000 SYS | 2.50000 2410.00| 4.00000 3856.00| GEOTEXTILES | | | 0034 616-06405 699.000 TON | 20.00000 13980.00| 19.00000 13281.00| RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 600.00000 600.00| 625.00000 625.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01956 123.300 LBS | 12.70000 1565.91| 13.30000 1639.89| SEED MIXTURE, LEGUME, 1 | | | 0037 621-06548 2.200 LBS | 25.00000 55.00| 26.20000 57.64| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06559 3139.000 SYS | 0.55000 1726.45| 0.60000 1883.40| MULCHED SEEDING, R | | | 0039 621-06567 14.000 MG | 2.00000 28.00| 2.20000 30.80| WATER | | | 0040 621-06575 3460.000 SYS | 3.15000 10899.00| 3.30000 11418.00| SODDING, NURSERY | | | 0041 621-52448 4.000 EACH| 30.00000 120.00| 31.00000 124.00| SIGN, DO NOT SPRAY | | | 0042 622-52436 3.000 EACH| 30.00000 90.00| 31.00000 93.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 45.000 EACH| 12.50000 562.50| 13.20000 594.00| SEEDLING | | | 0044 701-98647 640.000 LFT | 45.00000 28800.00| 55.00000 35200.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0045 702-51005 54.700 CYS | 700.00000 38290.00| 330.00000 18051.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 27.400 CYS | 275.00000 7535.00| 230.00000 6302.00| CONCRETE, B, FOOTINGS | | | 0047 703-51030 13392.000 LBS | 0.65000 8704.80| 0.60000 8035.20| REINFORCING STEEL | | | 0048 703-51032 24737.000 LBS | 0.70000 17315.90| 0.65000 16079.05| REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 135.000 CYS | 525.00000 70875.00| 325.00000 43875.00| CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06344 225.000 LFT | 46.00000 10350.00| 48.00000 10800.00| RAILING, TS-1 | | | 0051 707-05982 596.250 LFT | 90.00000 53662.50| 110.00000 65587.50| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0052 709-51821 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| SURFACE SEAL | | | 0053 715-05407 96.000 LFT | 3.00000 288.00| 8.00000 768.00| PIPE, END BENT DRAIN, 6 IN. | | | 0054 715-13015 164.000 LFT | 24.00000 3936.00| 41.00000 6724.00| PIPE, GROUP L, 15 IN. | | | 0055 715-13020 246.000 LFT | 28.00000 6888.00| 44.00000 10824.00| PIPE, GROUP L, 18 IN. | | | 0056 715-46005 6.000 EACH| 315.00000 1890.00| 235.00000 1410.00| PIPE END SECTION, 15 IN. | | | 0057 720-45030 2.000 EACH| 1600.00000 3200.00| 950.00000 1900.00| INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 481 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,396.90 ROUTE : CR 1500S CALL ORDER : 481 CONTRACT ID : B -25172-A COUNTIES : LAPORTE STARKE LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 720-45040 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| INLET, G7 | | | 0059 721-43010 1.000 EACH| 800.00000 800.00| 950.00000 950.00| AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0060 801-04308 4.000 EACH| 148.00000 592.00| 175.00000 700.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06196 16.000 EACH| 64.00000 1024.00| 80.00000 1280.00| DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0062 801-06605 6.000 EACH| 79.00000 474.00| 90.00000 540.00| BARRICADE, IIIA | | | 0063 801-06606 8.000 EACH| 124.00000 992.00| 135.00000 1080.00| BARRICADE, IIIB | | | 0064 801-06640 4.000 EACH| 67.00000 268.00| 85.00000 340.00| CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0066 802-05704 8.000 LFT | 11.05000 88.40| 5.50000 44.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-76025 10.000 SFT | 15.00000 150.00| 14.00000 140.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0068 808-06713 2600.000 LFT | 0.19000 494.00| 0.20000 520.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-06714 2600.000 LFT | 0.19000 494.00| 0.20000 520.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0070 202-02241 25.000 LFT | 6.00000 150.00| 3.20000 80.00| GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 647,887.05| $ 695,725.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,887.05| $ 695,725.11| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9912019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 148,775.98 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 151,644.14 101.9278% 3 35-1058755 BAKER & SCHULTZ, INC. $ 163,706.79 110.0357% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 165,946.21 111.5409% 5 35-1609544 SCHUTT-LOOKABILL CO $ 177,826.57 119.5263% 6 35-1212938 ATLAS EXCAVATING, INC. $ 186,678.44 125.4761% 7 35-1523985 WIRTZ & YATES, INC. $ 202,154.04 135.8781% 8 35-1447641 STRUCTURE CONTRACTORS $ 230,209.60 154.7357% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| 800.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 3750.00000 3750.00| 2420.00000 2420.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 8300.00000 8300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 22000.00000 22000.00| 25000.00000 25000.00| 33765.00000 33765.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 203-02080 0.092 km | 20000.00000 1840.00| 12000.00000 1104.00| 25000.00000 2300.00 LINEAR GRADING | | | 0006 206-51230 24.000 m3 | 42.00000 1008.00| 25.00000 600.00| 10.00000 240.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0007 211-02060 6.000 m3 | 80.00000 480.00| 50.00000 300.00| 30.00000 180.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 71.000 Mg | 22.00000 1562.00| 25.00000 1775.00| 22.00000 1562.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 601-01854 4.000 EACH| 1000.00000 4000.00| 950.00000 3800.00| 945.00000 3780.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0010 601-06037 4.000 EACH| 700.00000 2800.00| 650.00000 2600.00| 630.00000 2520.00 GUARDRAIL END TREATMENT, I | | | 0011 601-99105 60.960 m | 40.00000 2438.40| 36.50000 2225.04| 34.65000 2112.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0012 610-06257 92.000 m2 | 52.00000 4784.00| 57.50000 5290.00| 52.00000 4784.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1364963 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 702-51005 14.400 m3 | 660.00000 9504.00| 400.00000 5760.00| 470.00000 6768.00 CONCRETE, A, SUBSTRUCTURE | | | 0014 702-51863 116.000 EACH| 8.00000 928.00| 12.00000 1392.00| 12.00000 1392.00 FIELD DRILLED HOLE IN CONCRETE | | | 0015 703-51032 7114.000 kg | 1.20000 8536.80| 1.50000 10671.00| 1.20000 8536.80 REINFORCING STEEL, EPOXY COATED | | | 0016 703-97936 66.000 EACH| 15.00000 990.00| 12.50000 825.00| 10.50000 693.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0017 704-51002 48.500 m3 | 460.00000 22310.00| 495.00000 24007.50| 460.00000 22310.00 CONCRETE, C, SUPERSTRUCTURE | | | 0018 706-91957 53.340 m | 220.00000 11734.80| 200.00000 10668.00| 205.00000 10934.70 BRIDGE RAILING, THRIE BEAM | | | 0019 707-06628 90.676 m2 | 355.00000 32189.98| 350.00000 31736.60| 432.00000 39172.03 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 381 mm X 914 mm | | | 0020 709-51821 LUMP| 1550.00000 1550.00| 1500.00000 1500.00| 1575.00000 1575.00 SURFACE SEAL | | | 0021 710-51870 6.000 m2 | 150.00000 900.00| 300.00000 1800.00| 500.00000 3000.00 REPOINTING MASONRY IN STRUCTURES | | | 0022 801-04308 4.000 EACH| 200.00000 800.00| 275.00000 1100.00| 146.00000 584.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06605 8.000 EACH| 120.00000 960.00| 100.00000 800.00| 95.00000 760.00 BARRICADE, IIIA | | | 0024 801-06606 4.000 EACH| 120.00000 480.00| 110.00000 440.00| 95.00000 380.00 BARRICADE, IIIB | | | 0025 801-06625 2.000 EACH| 110.00000 220.00| 100.00000 200.00| 95.00000 190.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 8.000 EACH| 95.00000 760.00| 100.00000 800.00| 81.00000 648.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 148,775.98| $ 151,644.14| $ 163,706.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,775.98| $ 151,644.14| $ 163,706.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1609544 |(6) 35-1212938 |HARVEY, GEORGE R. & SON, INC|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1350.00000 8100.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 2650.00000 2650.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8500.00000 8500.00| 8800.00000 8800.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 17000.00000 17000.00| 24489.00000 24489.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 203-02080 0.092 km | 90000.00000 8280.00| 26260.00000 2415.92| 35000.00000 3220.00 LINEAR GRADING | | | 0006 206-51230 24.000 m3 | 20.00000 480.00| 25.00000 600.00| 75.00000 1800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0007 211-02060 6.000 m3 | 50.00000 300.00| 60.00000 360.00| 90.00000 540.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 71.000 Mg | 35.00000 2485.00| 30.00000 2130.00| 22.00000 1562.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 601-01854 4.000 EACH| 1035.00000 4140.00| 1035.00000 4140.00| 1000.00000 4000.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0010 601-06037 4.000 EACH| 690.00000 2760.00| 690.00000 2760.00| 660.00000 2640.00 GUARDRAIL END TREATMENT, I | | | 0011 601-99105 60.960 m | 38.00000 2316.48| 37.95000 2313.43| 36.50000 2225.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0012 610-06257 92.000 m2 | 60.00000 5520.00| 65.00000 5980.00| 57.00000 5244.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0013 702-51005 14.400 m3 | 585.00000 8424.00| 800.00000 11520.00| 510.00000 7344.00 CONCRETE, A, SUBSTRUCTURE | | | 0014 702-51863 116.000 EACH| 10.00000 1160.00| 6.00000 696.00| 7.50000 870.00 FIELD DRILLED HOLE IN CONCRETE | | | 0015 703-51032 7114.000 kg | 1.40000 9959.60| 1.43000 10173.02| 1.65000 11738.10 REINFORCING STEEL, EPOXY COATED | | | 0016 703-97936 66.000 EACH| 15.00000 990.00| 12.00000 792.00| 15.00000 990.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0017 704-51002 48.500 m3 | 650.00000 31525.00| 729.88000 35399.18| 525.00000 25462.50 CONCRETE, C, SUPERSTRUCTURE | | | 0018 706-91957 53.340 m | 225.00000 12001.50| 224.02000 11949.23| 220.00000 11734.80 BRIDGE RAILING, THRIE BEAM | | | 0019 707-06628 90.676 m2 | 353.00000 32008.63| 390.52000 35410.79| 500.00000 45338.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 381 mm X 914 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1609544 |(6) 35-1212938 |HARVEY, GEORGE R. & SON, INC|SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 709-51821 LUMP| 2000.00000 2000.00| 1160.00000 1160.00| 1800.00000 1800.00 SURFACE SEAL | | | 0021 710-51870 6.000 m2 | 430.00000 2580.00| 530.00000 3180.00| 400.00000 2400.00 REPOINTING MASONRY IN STRUCTURES | | | 0022 801-04308 4.000 EACH| 160.00000 640.00| 160.00000 640.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06605 8.000 EACH| 105.00000 840.00| 104.00000 832.00| 95.00000 760.00 BARRICADE, IIIA | | | 0024 801-06606 4.000 EACH| 104.00000 416.00| 104.00000 416.00| 110.00000 440.00 BARRICADE, IIIB | | | 0025 801-06625 2.000 EACH| 104.00000 208.00| 104.00000 208.00| 95.00000 190.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 8.000 EACH| 89.00000 712.00| 89.00000 712.00| 110.00000 880.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 165,946.21| $ 177,826.57| $ 186,678.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 165,946.21| $ 177,826.57| $ 186,678.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1447641 | |WIRTZ & YATES, 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 105-06790 6.000 MOS | 1100.00000 6600.00| 1400.00000 8400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2200.00000 2200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 60000.00000 60000.00| 42000.00000 42000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 203-02080 0.092 km | 30000.00000 2760.00| 11000.00000 1012.00| LINEAR GRADING | | | 0006 206-51230 24.000 m3 | 64.58000 1549.92| 45.00000 1080.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0007 211-02060 6.000 m3 | 53.00000 318.00| 80.00000 480.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 71.000 Mg | 21.97000 1559.87| 24.00000 1704.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 601-01854 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00| GUARDRAIL TRANSITION, 3.810 m LONG | | | 0010 601-06037 4.000 EACH| 800.00000 3200.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0011 601-99105 60.960 m | 36.96000 2253.08| 35.00000 2133.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0012 610-06257 92.000 m2 | 60.00000 5520.00| 65.00000 5980.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0013 702-51005 14.400 m3 | 659.00000 9489.60| 1200.00000 17280.00| CONCRETE, A, SUBSTRUCTURE | | | 0014 702-51863 116.000 EACH| 5.00000 580.00| 8.00000 928.00| FIELD DRILLED HOLE IN CONCRETE | | | 0015 703-51032 7114.000 kg | 1.20000 8536.80| 2.00000 14228.00| REINFORCING STEEL, EPOXY COATED | | | 0016 703-97936 66.000 EACH| 15.00000 990.00| 15.00000 990.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0017 704-51002 48.500 m3 | 461.86000 22400.21| 1100.00000 53350.00| CONCRETE, C, SUPERSTRUCTURE | | | 0018 706-91957 53.340 m | 219.00000 11681.46| 200.00000 10668.00| BRIDGE RAILING, THRIE BEAM | | | 0019 707-06628 90.676 m2 | 319.82000 29000.00| 500.00000 45338.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 381 mm X 914 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,999.98 ROUTE : CR 200W CALL ORDER : 491 CONTRACT ID : B -25285-A COUNTIES : CLINTON LETTING DATE : 12/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1523985 |(8) 35-1447641 | |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 709-51821 LUMP| 2200.00000 2200.00| 1500.00000 1500.00| SURFACE SEAL | | | 0021 710-51870 6.000 m2 | 35.85000 215.10| 218.00000 1308.00| REPOINTING MASONRY IN STRUCTURES | | | 0022 801-04308 4.000 EACH| 450.00000 1800.00| 225.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06605 8.000 EACH| 150.00000 1200.00| 75.00000 600.00| BARRICADE, IIIA | | | 0024 801-06606 4.000 EACH| 200.00000 800.00| 95.00000 380.00| BARRICADE, IIIB | | | 0025 801-06625 2.000 EACH| 150.00000 300.00| 75.00000 150.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 8.000 EACH| 150.00000 1200.00| 75.00000 600.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 202,154.04| $ 230,209.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,154.04| $ 230,209.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9908020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,408,013.53 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,738,733.21 123.4883% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,883,498.62 133.7699% 4 35-1212938 ATLAS EXCAVATING, INC. $ 1,942,237.85 137.9417% 5 36-2231526 WALSH CONSTR CO OF ILL $ 2,239,822.31 159.0767% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 17.000 MOS | 1200.00000 20400.00| 1500.00000 25500.00| 1795.00000 30515.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19000.00000 19000.00| 19950.00000 19950.00| 19995.00000 19995.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 85000.00000 85000.00| 94254.00000 94254.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 18699.00000 18699.00 CLEARING RIGHT OF WAY | | | 0005 202-04890 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 500.00000 500.00 WELL , CAPPED | | | 0006 202-51330 LUMP| 150000.00000 150000.00| 250000.00000 250000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 150.000 m2 | 12.00000 1800.00| 15.00000 2250.00| 12.00000 1800.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 905.000 m3 | 9.00000 8145.00| 10.50000 9502.50| 26.00000 23530.00 EXCAVATION, COMMON | | | 0009 203-02070 8144.000 m3 | 11.77000 95854.88| 13.50000 109944.00| 7.00000 57008.00 BORROW | | | 0010 203-51223 812.000 m3 | 7.85000 6374.20| 19.50000 15834.00| 12.85000 10434.20 EXCAVATION, WATERWAY | | | 0011 204-02290 8.000 EACH| 300.00000 2400.00| 1500.00000 12000.00| 675.00000 5400.00 SETTLEMENT PLATE | | | 0012 205-02224 303.000 m | 6.00000 1818.00| 5.00000 1515.00| 5.45000 1651.35 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 439.000 m | 49.20000 21598.80| 12.00000 5268.00| 30.90000 13565.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02232 78.000 m3 | 26.15000 2039.70| 5.50000 429.00| 18.70000 1458.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0015 205-02233 23.000 m3 | 26.00000 598.00| 9.00000 207.00| 41.35000 951.05 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0016 205-02234 6.000 EACH| 70.00000 420.00| 500.00000 3000.00| 52.05000 312.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02236 3.000 EACH| 70.00000 210.00| 190.00000 570.00| 52.05000 156.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 205-06582 LUMP| 26000.00000 26000.00| 24000.00000 24000.00| 18850.00000 18850.00 ENVIRONMENTAL MITIGATION | | | 0019 206-51220 523.000 m3 | 65.39000 34198.97| 130.00000 67990.00| 50.25000 26280.75 EXCAVATION, WET | | | 0020 207-02045 530.000 m3 | 5.23000 2771.90| 10.00000 5300.00| 9.50000 5035.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 211-02060 584.000 m3 | 19.65000 11475.60| 24.00000 14016.00| 35.00000 20440.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-06467 56.000 m3 | 32.59000 1825.04| 50.00000 2800.00| 52.75000 2954.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 303-04075 73.000 Mg | 21.92000 1600.16| 20.00000 1460.00| 28.00000 2044.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0024 303-52308 979.000 Mg | 15.40000 15076.60| 18.75000 18356.25| 15.25000 14929.75 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 401-04817 337.000 Mg | 74.00000 24938.00| 67.00000 22579.00| 38.25000 12890.25 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 263.000 Mg | 64.00000 16832.00| 67.00000 17621.00| 41.85000 11006.55 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 137.000 Mg | 75.00000 10275.00| 90.00000 12330.00| 54.50000 7466.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 404-05514 715.000 m2 | 10.00000 7150.00| 9.00000 6435.00| 6.95000 4969.25 SEAL COAT, 5 | | | 0029 405-05518 1404.000 m2 | 0.85000 1193.40| 1.00000 1404.00| 0.75000 1053.00 ASPHALT FOR PRIME COAT | | | 0030 406-05521 3421.000 m2 | 0.14000 478.94| 0.45000 1539.45| 0.20000 684.20 ASPHALT FOR TACK COAT | | | 0031 601-01128 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1095.00000 4380.00 GUARDRAIL TRANSITION TYPE WGB | | | 0032 601-01700 2.000 EACH| 1915.00000 3830.00| 1975.00000 3950.00| 1780.00000 3560.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-01740 1.000 EACH| 1915.00000 1915.00| 1975.00000 1975.00| 1780.00000 1780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-01839 1.000 EACH| 1915.00000 1915.00| 1975.00000 1975.00| 1780.00000 1780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0035 601-01846 1.000 EACH| 1915.00000 1915.00| 1975.00000 1975.00| 1780.00000 1780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0036 601-06037 1.000 EACH| 1915.00000 1915.00| 900.00000 900.00| 725.00000 725.00 GUARDRAIL END TREATMENT, I | | | 0037 601-99105 64.770 m | 41.00000 2655.57| 47.00000 3044.19| 38.00000 2461.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06729 18.000 EACH| 20.00000 360.00| 9.00000 162.00| 9.95000 179.10 BARRIER DELINEATOR | | | 0039 610-05527 133.000 Mg | 90.00000 11970.00| 95.00000 12635.00| 69.95000 9303.35 HMA FOR APPROACHES | | | 0040 610-06257 112.800 m2 | 55.05000 6209.64| 53.00000 5978.40| 55.00000 6204.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 611-06498 1.000 EACH| 300.00000 300.00| 310.00000 310.00| 265.00000 265.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-92498 1.000 EACH| 600.00000 600.00| 2200.00000 2200.00| 530.00000 530.00 BENCH MARK | | | 0043 616-02320 1892.000 m2 | 3.60000 6811.20| 3.50000 6622.00| 1.95000 3689.40 GEOTEXTILES | | | 0044 616-05689 244.000 Mg | 50.00000 12200.00| 44.00000 10736.00| 45.25000 11041.00 RIPRAP, CLASS 2 | | | 0045 616-06405 1420.000 Mg | 17.60000 24992.00| 17.00000 24140.00| 22.00000 31240.00 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 495.00000 990.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01743 29.000 kg | 8.00000 232.00| 33.00000 957.00| 7.05000 204.45 SEED MIXTURE, GRASS, 2 | | | 0048 621-06545 0.400 Mg | 900.00000 360.00| 880.00000 352.00| 770.30000 308.12 FERTILIZER | | | 0049 621-06548 2.000 kg | 70.00000 140.00| 70.00000 140.00| 57.25000 114.50 SEED MIXTURE, CV | | | 0050 621-06553 31.000 kg | 8.00000 248.00| 32.00000 992.00| 7.05000 218.55 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06557 15.000 kg | 40.00000 600.00| 38.00000 570.00| 36.45000 546.75 SEED MIXTURE, T | | | 0052 621-06565 2.000 Mg | 700.00000 1400.00| 550.00000 1100.00| 614.15000 1228.30 MULCHING MATERIAL | | | 0053 621-06567 66.000 kL | 1.10000 72.60| 1.00000 66.00| 1.05000 69.30 WATER | | | 0054 621-06575 3598.000 m2 | 3.80000 13672.40| 3.50000 12593.00| 3.35000 12053.30 SODDING, NURSERY | | | 0055 622-05651 3.000 EACH| 700.00000 2100.00| 300.00000 900.00| 655.00000 1965.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0056 622-52436 3.000 EACH| 40.00000 120.00| 35.00000 105.00| 31.25000 93.75 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 90.000 EACH| 11.00000 990.00| 12.00000 1080.00| 8.95000 805.50 SEEDLING | | | 0058 622-98200 9.000 EACH| 50.00000 450.00| 35.00000 315.00| 31.25000 281.25 SIGN, DO NOT DISTURB | | | 0059 701-01849 888.000 m | 82.00000 72816.00| 89.00000 79032.00| 110.00000 97680.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0060 701-99086 58.000 EACH| 210.00000 12180.00| 210.00000 12180.00| 180.00000 10440.00 PILE TIP, STEEL SHELL | | | 0061 702-51005 185.200 m3 | 425.00000 78710.00| 420.00000 77784.00| 565.00000 104638.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51015 95.000 m3 | 391.00000 37145.00| 420.00000 39900.00| 565.00000 53675.00 CONCRETE, B, FOOTINGS | | | 0063 702-51100 228.000 kg | 8.81000 2008.68| 6.50000 1482.00| 5.95000 1356.60 DRAIN PIPE, CAST IRON, 150 mm | | | 0064 702-51110 584.400 kg | 7.71000 4505.72| 6.50000 3798.60| 5.95000 3477.18 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51030 13064.000 kg | 1.05000 13717.20| 1.04000 13586.56| 1.18000 15415.52 REINFORCING STEEL | | | 0066 703-51032 65113.000 kg | 1.15000 74879.95| 1.27000 82693.51| 1.32000 85949.16 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 301.200 m3 | 392.43000 118199.92| 420.00000 126504.00| 565.00000 170178.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05733 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1395.00000 5580.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0069 706-51020 58.200 m3 | 515.00000 29973.00| 490.00000 28518.00| 565.00000 32883.00 CONCRETE, C, RAILING | | | 0070 707-06404 376.650 m | 478.75000 180321.19| 757.00000 285124.05| 525.00000 197741.25 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 709-51821 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 8235.00000 8235.00 SURFACE SEAL | | | 0072 715-05053 36.000 m | 25.00000 900.00| 40.00000 1440.00| 29.95000 1078.20 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05203 272.000 m | 32.79000 8918.88| 32.00000 8704.00| 6.95000 1890.40 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0074 715-05407 28.000 m | 32.86000 920.08| 40.00000 1120.00| 12.95000 362.60 PIPE, END BENT DRAIN, 150 mm | | | 0075 715-05575 150.000 m | 50.00000 7500.00| 52.00000 7800.00| 82.05000 12307.50 PIPE, 375 mm | | | 0076 715-06816 2.000 EACH| 1200.00000 2400.00| 4500.00000 9000.00| 1995.00000 3990.00 CONCRETE ANCHOR, 3000 mm | | | 0077 715-06817 43.000 m | 650.00000 27950.00| 515.00000 22145.00| 795.00000 34185.00 PIPE, 3000 mm | | | 0078 715-46005 12.000 EACH| 150.00000 1800.00| 210.00000 2520.00| 265.00000 3180.00 PIPE END SECTION, 375 mm | | | 0079 718-06528 2.000 EACH| 60.00000 120.00| 625.00000 1250.00| 595.00000 1190.00 OUTLET PROTECTOR, 1 | | | 0080 718-52610 46.000 m3 | 35.33000 1625.18| 30.00000 1380.00| 35.00000 1610.00 AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 522.000 m2 | 4.18000 2181.96| 3.70000 1931.40| 2.25000 1174.50 GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-45030 2.000 EACH| 1100.00000 2200.00| 1500.00000 3000.00| 1095.00000 2190.00 INLET, E7 | | | 0083 720-45035 1.000 EACH| 1000.00000 1000.00| 1650.00000 1650.00| 1095.00000 1095.00 INLET, F7 | | | 0084 724-51925 17.600 m | 329.00000 5790.40| 650.00000 11440.00| 465.00000 8184.00 STRUCTURAL EXPANSION JOINT, SS | | | 0085 801-04308 4.000 EACH| 1000.00000 4000.00| 800.00000 3200.00| 339.35000 1357.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06605 6.000 EACH| 450.00000 2700.00| 275.00000 1650.00| 193.65000 1161.90 BARRICADE, IIIA | | | 0087 801-06606 8.000 EACH| 600.00000 4800.00| 300.00000 2400.00| 266.50000 2132.00 BARRICADE, IIIB | | | 0088 801-06625 6.000 EACH| 175.00000 1050.00| 150.00000 900.00| 96.85000 581.10 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 11.000 EACH| 350.00000 3850.00| 290.00000 3190.00| 164.50000 1809.50 CONSTRUCTION SIGN, A | | | 0090 801-06775 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 415000.00000 415000.00 MAINTAINING TRAFFIC | | | 0091 802-76025 0.581 m2 | 170.00000 98.77| 195.00000 113.30| 153.40000 89.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1917625 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 802-76055 4.000 m | 16.00000 64.00| 18.00000 72.00| 4.65000 18.60 SIGN POST, A | | | 0093 804-06725 4.000 EACH| 60.00000 240.00| 38.00000 152.00| 8.30000 33.20 DELINEATOR WITH POST, D1, 75 mm | | | SECTION TOTALS | $ 1,408,013.53| $ 1,738,733.21| $ 1,883,498.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,408,013.53| $ 1,738,733.21| $ 1,883,498.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 36-2231526 | |ATLAS EXCAVATING, INC. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 17.000 MOS | 750.00000 12750.00| 1146.18000 19485.06| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 400000.00000 400000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 75000.00000 75000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-04890 1.000 EACH| 1300.00000 1300.00| 1305.01000 1305.01| WELL , CAPPED | | | 0006 202-51330 LUMP| 300000.00000 300000.00| 375000.00000 375000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 150.000 m2 | 12.50000 1875.00| 25.00000 3750.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 905.000 m3 | 15.00000 13575.00| 25.00000 22625.00| EXCAVATION, COMMON | | | 0009 203-02070 8144.000 m3 | 11.50000 93656.00| 0.10000 814.40| BORROW | | | 0010 203-51223 812.000 m3 | 11.50000 9338.00| 20.00000 16240.00| EXCAVATION, WATERWAY | | | 0011 204-02290 8.000 EACH| 1000.00000 8000.00| 264.75000 2118.00| SETTLEMENT PLATE | | | 0012 205-02224 303.000 m | 6.50000 1969.50| 5.25000 1590.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 439.000 m | 45.00000 19755.00| 21.33000 9363.87| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 205-02232 78.000 m3 | 30.00000 2340.00| 14.39000 1122.42| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0015 205-02233 23.000 m3 | 30.00000 690.00| 25.89000 595.47| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0016 205-02234 6.000 EACH| 125.00000 750.00| 50.00000 300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02236 3.000 EACH| 150.00000 450.00| 50.00000 150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 36-2231526 | |ATLAS EXCAVATING, INC. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-06582 LUMP| 40000.00000 40000.00| 18150.00000 18150.00| ENVIRONMENTAL MITIGATION | | | 0019 206-51220 523.000 m3 | 85.00000 44455.00| 15.00000 7845.00| EXCAVATION, WET | | | 0020 207-02045 530.000 m3 | 5.50000 2915.00| 10.00000 5300.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 211-02060 584.000 m3 | 25.00000 14600.00| 10.00000 5840.00| B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-06467 56.000 m3 | 70.00000 3920.00| 50.00000 2800.00| AGGREGATE FOR END BENT BACKFILL | | | 0023 303-04075 73.000 Mg | 20.00000 1460.00| 35.00000 2555.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0024 303-52308 979.000 Mg | 15.00000 14685.00| 13.00000 12727.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 401-04817 337.000 Mg | 40.00000 13480.00| 39.00000 13143.00| HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 263.000 Mg | 43.00000 11309.00| 43.00000 11309.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 137.000 Mg | 57.00000 7809.00| 60.00000 8220.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 404-05514 715.000 m2 | 7.20000 5148.00| 6.95000 4969.25| SEAL COAT, 5 | | | 0029 405-05518 1404.000 m2 | 0.80000 1123.20| 0.75000 1053.00| ASPHALT FOR PRIME COAT | | | 0030 406-05521 3421.000 m2 | 0.25000 855.25| 0.20000 684.20| ASPHALT FOR TACK COAT | | | 0031 601-01128 4.000 EACH| 1100.00000 4400.00| 850.00000 3400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0032 601-01700 2.000 EACH| 1800.00000 3600.00| 1595.00000 3190.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01740 1.000 EACH| 1800.00000 1800.00| 1595.00000 1595.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-01839 1.000 EACH| 1800.00000 1800.00| 1595.00000 1595.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0035 601-01846 1.000 EACH| 1700.00000 1700.00| 1595.00000 1595.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0036 601-06037 1.000 EACH| 730.00000 730.00| 590.00000 590.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 36-2231526 | |ATLAS EXCAVATING, INC. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-99105 64.770 m | 38.00000 2461.26| 39.00000 2526.03| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06729 18.000 EACH| 8.20000 147.60| 3.95000 71.10| BARRIER DELINEATOR | | | 0039 610-05527 133.000 Mg | 73.00000 9709.00| 80.00000 10640.00| HMA FOR APPROACHES | | | 0040 610-06257 112.800 m2 | 53.00000 5978.40| 65.00000 7332.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 611-06498 1.000 EACH| 180.00000 180.00| 170.89000 170.89| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-92498 1.000 EACH| 360.00000 360.00| 118.43000 118.43| BENCH MARK | | | 0043 616-02320 1892.000 m2 | 5.00000 9460.00| 0.94000 1778.48| GEOTEXTILES | | | 0044 616-05689 244.000 Mg | 42.00000 10248.00| 35.00000 8540.00| RIPRAP, CLASS 2 | | | 0045 616-06405 1420.000 Mg | 15.00000 21300.00| 25.00000 35500.00| RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 475.00000 950.00| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01743 29.000 kg | 7.00000 203.00| 6.75000 195.75| SEED MIXTURE, GRASS, 2 | | | 0048 621-06545 0.400 Mg | 775.00000 310.00| 740.00000 296.00| FERTILIZER | | | 0049 621-06548 2.000 kg | 57.00000 114.00| 55.00000 110.00| SEED MIXTURE, CV | | | 0050 621-06553 31.000 kg | 7.10000 220.10| 6.75000 209.25| SEED MIXTURE, R | | | 0051 621-06557 15.000 kg | 36.50000 547.50| 35.00000 525.00| SEED MIXTURE, T | | | 0052 621-06565 2.000 Mg | 615.00000 1230.00| 590.00000 1180.00| MULCHING MATERIAL | | | 0053 621-06567 66.000 kL | 1.10000 72.60| 1.00000 66.00| WATER | | | 0054 621-06575 3598.000 m2 | 3.30000 11873.40| 3.15000 11333.70| SODDING, NURSERY | | | 0055 622-05651 3.000 EACH| 625.00000 1875.00| 600.00000 1800.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 36-2231526 | |ATLAS EXCAVATING, INC. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 622-52436 3.000 EACH| 31.00000 93.00| 30.00000 90.00| SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 90.000 EACH| 8.80000 792.00| 8.25000 742.50| SEEDLING | | | 0058 622-98200 9.000 EACH| 31.00000 279.00| 30.00000 270.00| SIGN, DO NOT DISTURB | | | 0059 701-01849 888.000 m | 120.00000 106560.00| 80.14000 71164.32| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0060 701-99086 58.000 EACH| 165.00000 9570.00| 38.50000 2233.00| PILE TIP, STEEL SHELL | | | 0061 702-51005 185.200 m3 | 340.00000 62968.00| 600.00000 111120.00| CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51015 95.000 m3 | 210.00000 19950.00| 450.00000 42750.00| CONCRETE, B, FOOTINGS | | | 0063 702-51100 228.000 kg | 4.50000 1026.00| 3.60000 820.80| DRAIN PIPE, CAST IRON, 150 mm | | | 0064 702-51110 584.400 kg | 3.50000 2045.40| 4.49000 2623.96| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51030 13064.000 kg | 1.15000 15023.60| 0.90000 11757.60| REINFORCING STEEL | | | 0066 703-51032 65113.000 kg | 1.35000 87902.55| 1.10000 71624.30| REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 301.200 m3 | 400.00000 120480.00| 800.00000 240960.00| CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05733 4.000 EACH| 1300.00000 5200.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0069 706-51020 58.200 m3 | 235.00000 13677.00| 640.00000 37248.00| CONCRETE, C, RAILING | | | 0070 707-06404 376.650 m | 1250.00000 470812.50| 550.00000 207157.50| STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | 0071 709-51821 LUMP| 10000.00000 10000.00| 7159.61000 7159.61| SURFACE SEAL | | | 0072 715-05053 36.000 m | 43.00000 1548.00| 89.04000 3205.44| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05203 272.000 m | 5.30000 1441.60| 14.26000 3878.72| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0074 715-05407 28.000 m | 25.00000 700.00| 39.93000 1118.04| PIPE, END BENT DRAIN, 150 mm | | | 0075 715-05575 150.000 m | 83.00000 12450.00| 71.48000 10722.00| PIPE, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/29/00 PAGE : 501 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,915,968.35 ROUTE : BICYCLE BRIDGE ROAD CALL ORDER : 501 CONTRACT ID : B -25291-A COUNTIES : CARROLL LETTING DATE : 12/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 36-2231526 | |ATLAS EXCAVATING, INC. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-06816 2.000 EACH| 1550.00000 3100.00| 2408.67000 4817.34| CONCRETE ANCHOR, 3000 mm | | | 0077 715-06817 43.000 m | 1150.00000 49450.00| 743.92000 31988.56| PIPE, 3000 mm | | | 0078 715-46005 12.000 EACH| 185.00000 2220.00| 260.69000 3128.28| PIPE END SECTION, 375 mm | | | 0079 718-06528 2.000 EACH| 380.00000 760.00| 450.00000 900.00| OUTLET PROTECTOR, 1 | | | 0080 718-52610 46.000 m3 | 75.00000 3450.00| 25.13000 1155.98| AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 522.000 m2 | 2.00000 1044.00| 1.20000 626.40| GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-45030 2.000 EACH| 850.00000 1700.00| 1379.87000 2759.74| INLET, E7 | | | 0083 720-45035 1.000 EACH| 850.00000 850.00| 1404.88000 1404.88| INLET, F7 | | | 0084 724-51925 17.600 m | 295.00000 5192.00| 220.29000 3877.10| STRUCTURAL EXPANSION JOINT, SS | | | 0085 801-04308 4.000 EACH| 345.00000 1380.00| 326.00000 1304.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06605 6.000 EACH| 200.00000 1200.00| 250.00000 1500.00| BARRICADE, IIIA | | | 0087 801-06606 8.000 EACH| 270.00000 2160.00| 300.00000 2400.00| BARRICADE, IIIB | | | 0088 801-06625 6.000 EACH| 110.00000 660.00| 93.00000 558.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 11.000 EACH| 165.00000 1815.00| 158.00000 1738.00| CONSTRUCTION SIGN, A | | | 0090 801-06775 LUMP| 12000.00000 12000.00| 173300.00000 173300.00| MAINTAINING TRAFFIC | | | 0091 802-76025 0.581 m2 | 190.00000 110.39| 179.24000 104.14| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0092 802-76055 4.000 m | 16.00000 64.00| 10.12000 40.48| SIGN POST, A | | | 0093 804-06725 4.000 EACH| 21.50000 86.00| 15.14000 60.56| DELINEATOR WITH POST, D1, 75 mm | | | SECTION TOTALS | $ 1,942,237.85| $ 2,239,822.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,942,237.85| $ 2,239,822.31| ====================================================================================================================================