INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5450002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,572,000.00 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 3,855,587.16 107.9391% 3 35-1212938 ATLAS EXCAVATING, INC. $ 4,031,473.67 112.8632% 4 36-2231526 WALSH CONSTR CO OF ILL $ 4,473,423.07 125.2358% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|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 15.000 MOS | 1032.50000 15487.50| 1500.00000 22500.00| 1000.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 46070.07000 46070.07| 79200.00000 79200.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 180000.00000 180000.00| 188527.00000 188527.00| 202000.00000 202000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 54645.00000 54645.00| 24900.00000 24900.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-04998 8.000 EACH| 7215.00000 57720.00| 5845.00000 46760.00| 7400.00000 59200.00 RAILROAD TRACK SHIFT | | | 0006 202-51330 LUMP| 77351.39000 77351.39| 123805.00000 123805.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 816.000 m2 | 3.95000 3223.20| 6.95000 5671.20| 4.30000 3508.80 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2373.000 m3 | 18.55000 44019.15| 14.00000 33222.00| 12.00000 28476.00 EXCAVATION, COMMON | | | 0009 203-51223 1680.000 m3 | 22.82000 38337.60| 10.00000 16800.00| 15.00000 25200.00 EXCAVATION, WATERWAY | | | 0010 205-02224 1205.000 m | 5.20000 6266.00| 5.20000 6266.00| 5.50000 6627.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 101.900 m | 69.19000 7050.46| 40.00000 4076.00| 45.00000 4585.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-04930 1.000 EACH| 5341.10000 5341.10| 12000.00000 12000.00| 1100.00000 1100.00 FISH POOL AND SEDIMENT TRAP, COMBINATION| | | 0013 206-03919 LUMP| 468649.63000 468649.63| 412055.00000 412055.00| 530000.00000 530000.00 TEMPORARY EXCAVATION SUPPORT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51230 1615.000 m3 | 27.67000 44687.05| 11.45000 18491.75| 30.00000 48450.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 2321.000 m3 | 18.72000 43449.12| 29.65000 68817.65| 27.00000 62667.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 46.000 Mg | 17.05000 784.30| 30.00000 1380.00| 21.50000 989.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 520.000 Mg | 14.07000 7316.40| 26.40000 13728.00| 17.50000 9100.00 COMPACTED AGGREGATE, O, 53 | | | 0018 303-92491 4200.000 Mg | 40.17000 168714.00| 22.40000 94080.00| 36.00000 151200.00 BALLAST | | | 0019 303-98127 1440.000 m3 | 64.98000 93571.20| 46.00000 66240.00| 42.00000 60480.00 SUBBALLAST, CSX | | | 0020 401-91826 243.000 m2 | 31.13000 7564.59| 37.25000 9051.75| 50.00000 12150.00 ASPHALT PLANK | | | 0021 402-05468 1075.000 Mg | 39.40000 42355.00| 39.00000 41925.00| 40.50000 43537.50 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 770.000 Mg | 38.00000 29260.00| 39.00000 30030.00| 39.50000 30415.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 276.000 Mg | 40.60000 11205.60| 43.00000 11868.00| 42.00000 11592.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 180.000 Mg | 38.40000 6912.00| 43.00000 7740.00| 40.00000 7200.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 405-05518 980.000 m2 | 1.10000 1078.00| 0.90000 882.00| 1.20000 1176.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 2.100 Mg | 195.00000 409.50| 500.00000 1050.00| 210.00000 441.00 ASPHALT FOR TACK COAT | | | 0027 407-04348 980.000 m2 | 2.20000 2156.00| 5.00000 4900.00| 2.40000 2352.00 SEAL COAT, 2 | | | 0028 407-04351 120.000 m2 | 5.90000 708.00| 16.00000 1920.00| 6.50000 780.00 SEAL COAT, 5 | | | 0029 501-51112 96.000 EACH| 5.88000 564.48| 72.00000 6912.00| 42.00000 4032.00 ANCHOR BOLT | | | 0030 601-06037 2.000 EACH| 675.00000 1350.00| 630.00000 1260.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 7.620 m | 30.00000 228.60| 34.00000 259.08| 31.50000 240.03 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99106 24.770 m | 85.00000 2105.45| 115.00000 2848.55| 88.00000 2179.76 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0033 601-99123 2.000 EACH| 2085.00000 4170.00| 2100.00000 4200.00| 2150.00000 4300.00 GUARDRAIL TRANSITION, GP | | | 0034 610-05527 106.000 Mg | 66.10000 7006.60| 75.00000 7950.00| 70.00000 7420.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-06497 1.000 EACH| 106.49000 106.49| 125.00000 125.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 614-92148 146.000 m | 110.90000 16191.40| 308.00000 44968.00| 114.00000 16644.00 RAILROAD TRACK | | | 0037 614-92148 146.000 m | 42.80000 6248.80| 78.00000 11388.00| 43.50000 6351.00 RAILROAD TRACK , REMOVE | | | 0038 614-92148 919.400 m | 329.60000 303034.24| 307.00000 282255.80| 335.00000 307999.00 RAILROAD TRACK , TEMPORARY | | | 0039 614-92148 919.400 m | 6.57000 6040.46| 51.00000 46889.40| 7.00000 6435.80 RAILROAD TRACK , TEMPORARY, REMOVE | | | 0040 615-06490 18.000 EACH| 121.49000 2186.82| 108.00000 1944.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0041 615-06505 2.000 EACH| 206.25000 412.50| 445.00000 890.00| 600.00000 1200.00 MONUMENT, B | | | 0042 615-06527 1.000 EACH| 131.49000 131.49| 350.00000 350.00| 610.00000 610.00 MONUMENT, SECTION CORNER | | | 0043 616-02305 11.500 m3 | 150.91000 1735.47| 244.65000 2813.48| 230.00000 2645.00 GABIONS | | | 0044 616-02320 1830.000 m2 | 1.27000 2324.10| 4.15000 7594.50| 4.10000 7503.00 GEOTEXTILES | | | 0045 616-06405 1620.000 Mg | 25.65000 41553.00| 28.85000 46737.00| 22.50000 36450.00 RIPRAP, REVETMENT | | | 0046 621-01004 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 575.00000 2300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01956 280.000 kg | 3.20000 896.00| 1.60000 448.00| 1.70000 476.00 SEED MIXTURE, LEGUME, 1 | | | 0048 621-06545 1.400 Mg | 880.00000 1232.00| 680.00000 952.00| 710.00000 994.00 FERTILIZER | | | 0049 621-06548 8.600 kg | 75.75000 651.45| 50.75000 436.45| 53.00000 455.80 SEED MIXTURE, CV | | | 0050 621-06553 250.000 kg | 10.80000 2700.00| 6.80000 1700.00| 7.10000 1775.00 SEED MIXTURE, R | | | 0051 621-06565 10.500 Mg | 835.00000 8767.50| 535.00000 5617.50| 560.00000 5880.00 MULCHING MATERIAL | | | 0052 621-06567 9.000 kL | 1.00000 9.00| 1.00000 9.00| 1.10000 9.90 WATER | | | 0053 621-06574 7.220 m2 | 10.00000 72.20| 10.00000 72.20| 11.10000 80.14 SODDING | | | 0054 621-06575 1285.000 m2 | 4.45000 5718.25| 4.45000 5718.25| 4.90000 6296.50 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 622-52436 4.000 EACH| 27.00000 108.00| 27.00000 108.00| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 50.000 EACH| 8.25000 412.50| 8.25000 412.50| 9.00000 450.00 SEEDLING | | | 0057 701-04732 2640.000 m | 95.64000 252489.60| 83.50000 220440.00| 115.00000 303600.00 PILE , CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 406 mm | | | 0058 702-93722 617.400 m3 | 351.79000 217195.15| 425.00000 262395.00| 305.00000 188307.00 CONCRETE, C | | | 0059 703-51030 46028.000 kg | 0.91000 41885.48| 0.90000 41425.20| 1.20000 55233.60 REINFORCING STEEL | | | 0060 703-51032 693.000 kg | 1.12000 776.16| 1.10000 762.30| 1.80000 1247.40 REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 10.400 m3 | 960.56000 9989.82| 1050.00000 10920.00| 580.00000 6032.00 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-92237 30.600 m | 220.00000 6732.00| 362.00000 11077.20| 245.00000 7497.00 HANDRAIL, STEEL | | | 0063 709-51821 LUMP| 600.00000 600.00| 1140.30000 1140.30| 2000.00000 2000.00 SURFACE SEAL | | | 0064 711-51038 LUMP| 439258.84000 439258.84| 492250.00000 492250.00| 470000.00000 470000.00 STRUCTURAL STEEL | | | 0065 713-91028 LUMP| 399048.57000 399048.57| 575000.00000 575000.00| 676000.00000 676000.00 TEMPORARY RUNAROUND | | | 0066 714-26709 113.700 m | 1759.30000 200032.41| 1581.00000 179759.70| 2750.00000 312675.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0067 715-05048 436.000 m | 9.00000 3924.00| 10.00000 4360.00| 6.00000 2616.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 33.000 m | 30.00000 990.00| 61.00000 2013.00| 47.00000 1551.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05121 15.800 m | 82.94000 1310.45| 185.00000 2923.00| 88.00000 1390.40 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0070 715-05169 50.000 m | 65.43000 3271.50| 107.00000 5350.00| 63.00000 3150.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-44240 49.800 m3 | 407.21000 20279.06| 1000.00000 49800.00| 385.00000 19173.00 CONCRETE, A, STRUCTURES | | | 0072 715-46005 10.000 EACH| 189.94000 1899.40| 270.00000 2700.00| 200.00000 2000.00 PIPE END SECTION, 375 mm | | | 0073 715-46010 2.000 EACH| 207.94000 415.88| 280.00000 560.00| 220.00000 440.00 PIPE END SECTION, 450 mm | | | 0074 718-34015 82.000 m | 27.07000 2219.74| 15.00000 1230.00| 43.00000 3526.00 PIPE, UNDERDRAIN, 1.63 mm, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 718-52610 73.000 m3 | 35.00000 2555.00| 65.00000 4745.00| 75.00000 5475.00 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 750.000 m2 | 1.50000 1125.00| 1.70000 1275.00| 2.80000 2100.00 GEOTEXTILES FOR UNDERDRAIN | | | 0077 722-01807 243.000 m2 | 71.94000 17481.42| 85.25000 20715.75| 75.00000 18225.00 MEMBRANE WATERPROOFING | | | 0078 722-95883 LUMP| 13061.21000 13061.21| 14350.00000 14350.00| 21000.00000 21000.00 BRIDGE DECK DRAIN SYSTEM | | | 0079 726-95870 48.000 EACH| 500.00000 24000.00| 980.00000 47040.00| 1600.00000 76800.00 BEARING ASSEMBLY | | | 0080 801-04308 3.000 EACH| 310.00000 930.00| 310.00000 930.00| 330.00000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06605 13.000 EACH| 243.00000 3159.00| 243.00000 3159.00| 265.00000 3445.00 BARRICADE, IIIA | | | 0082 801-06625 12.000 EACH| 89.00000 1068.00| 89.00000 1068.00| 95.00000 1140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 12.000 EACH| 210.00000 2520.00| 210.00000 2520.00| 230.00000 2760.00 CONSTRUCTION SIGN, A | | | 0084 801-92150 LUMP| 19580.00000 19580.00| 59020.00000 59020.00| 20000.00000 20000.00 PROTECTION AND MAINTENANCE OF RAILROAD | | | TRAFFIC | | | 0085 802-76005 1.394 m2 | 151.00000 210.49| 151.00000 210.49| 160.00000 223.04 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | 0086 802-76055 10.500 m | 13.12000 137.76| 13.12000 137.76| 14.00000 147.00 SIGN POST, A | | | 0087 804-06770 6.000 EACH| 9.00000 54.00| 9.00000 54.00| 17.00000 102.00 DELINEATOR POST | | | 0088 808-06713 830.000 m | 0.79000 655.70| 0.79000 655.70| 0.55000 456.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 830.000 m | 0.79000 655.70| 0.79000 655.70| 0.55000 456.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 3,572,000.00| $ 3,855,587.16| $ 4,031,473.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,572,000.00| $ 3,855,587.16| $ 4,031,473.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |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 105-06790 15.000 MOS | 1918.33000 28774.95| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 150000.00000 150000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 220000.00000 220000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 440000.00000 440000.00| | CLEARING RIGHT OF WAY | | | 0005 202-04998 8.000 EACH| 7215.00000 57720.00| | RAILROAD TRACK SHIFT | | | 0006 202-51330 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 816.000 m2 | 3.06000 2496.96| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 2373.000 m3 | 18.45000 43781.85| | EXCAVATION, COMMON | | | 0009 203-51223 1680.000 m3 | 17.49000 29383.20| | EXCAVATION, WATERWAY | | | 0010 205-02224 1205.000 m | 5.20000 6266.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 101.900 m | 31.26000 3185.39| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-04930 1.000 EACH| 2483.37000 2483.37| | FISH POOL AND SEDIMENT TRAP, COMBINATION| | | 0013 206-03919 LUMP| 413243.00000 413243.00| | TEMPORARY EXCAVATION SUPPORT | | | 0014 206-51230 1615.000 m3 | 20.60000 33269.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 2321.000 m3 | 20.27000 47046.67| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 46.000 Mg | 35.01000 1610.46| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 520.000 Mg | 21.27000 11060.40| | COMPACTED AGGREGATE, O, 53 | | | 0018 303-92491 4200.000 Mg | 32.10000 134820.00| | BALLAST | | | 0019 303-98127 1440.000 m3 | 57.96000 83462.40| | SUBBALLAST, CSX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-91826 243.000 m2 | 50.00000 12150.00| | ASPHALT PLANK | | | 0021 402-05468 1075.000 Mg | 40.00000 43000.00| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 770.000 Mg | 40.00000 30800.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 276.000 Mg | 62.00000 17112.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 180.000 Mg | 40.00000 7200.00| | HMA BASE 25.0 mm, SHOULDER | | | 0025 405-05518 980.000 m2 | 1.00000 980.00| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 2.100 Mg | 300.00000 630.00| | ASPHALT FOR TACK COAT | | | 0027 407-04348 980.000 m2 | 5.00000 4900.00| | SEAL COAT, 2 | | | 0028 407-04351 120.000 m2 | 5.00000 600.00| | SEAL COAT, 5 | | | 0029 501-51112 96.000 EACH| 73.29000 7035.84| | ANCHOR BOLT | | | 0030 601-06037 2.000 EACH| 630.00000 1260.00| | GUARDRAIL END TREATMENT, I | | | 0031 601-99105 7.620 m | 34.00000 259.08| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99106 24.770 m | 115.00000 2848.55| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0033 601-99123 2.000 EACH| 2100.00000 4200.00| | GUARDRAIL TRANSITION, GP | | | 0034 610-05527 106.000 Mg | 62.00000 6572.00| | HMA FOR APPROACHES | | | 0035 611-06497 1.000 EACH| 195.00000 195.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 614-92148 146.000 m | 110.90000 16191.40| | RAILROAD TRACK | | | 0037 614-92148 146.000 m | 80.27000 11719.42| | RAILROAD TRACK , REMOVE | | | 0038 614-92148 919.400 m | 329.60000 303034.24| | RAILROAD TRACK , TEMPORARY | | | 0039 614-92148 919.400 m | 6.57000 6040.46| | RAILROAD TRACK , TEMPORARY, REMOVE | | | 0040 615-06490 18.000 EACH| 108.00000 1944.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06505 2.000 EACH| 445.00000 890.00| | MONUMENT, B | | | 0042 615-06527 1.000 EACH| 350.00000 350.00| | MONUMENT, SECTION CORNER | | | 0043 616-02305 11.500 m3 | 210.85000 2424.78| | GABIONS | | | 0044 616-02320 1830.000 m2 | 1.17000 2141.10| | GEOTEXTILES | | | 0045 616-06405 1620.000 Mg | 24.50000 39690.00| | RIPRAP, REVETMENT | | | 0046 621-01004 4.000 EACH| 550.00000 2200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01956 280.000 kg | 1.60000 448.00| | SEED MIXTURE, LEGUME, 1 | | | 0048 621-06545 1.400 Mg | 680.00000 952.00| | FERTILIZER | | | 0049 621-06548 8.600 kg | 50.75000 436.45| | SEED MIXTURE, CV | | | 0050 621-06553 250.000 kg | 6.80000 1700.00| | SEED MIXTURE, R | | | 0051 621-06565 10.500 Mg | 535.00000 5617.50| | MULCHING MATERIAL | | | 0052 621-06567 9.000 kL | 1.00000 9.00| | WATER | | | 0053 621-06574 7.220 m2 | 10.00000 72.20| | SODDING | | | 0054 621-06575 1285.000 m2 | 4.45000 5718.25| | SODDING, NURSERY | | | 0055 622-52436 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 50.000 EACH| 8.25000 412.50| | SEEDLING | | | 0057 701-04732 2640.000 m | 103.08000 272131.20| | PILE , CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 406 mm | | | 0058 702-93722 617.400 m3 | 477.51000 294814.67| | CONCRETE, C | | | 0059 703-51030 46028.000 kg | 0.88000 40504.64| | REINFORCING STEEL | | | 0060 703-51032 693.000 kg | 1.12000 776.16| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 704-51002 10.400 m3 | 1906.28000 19825.31| | CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-92237 30.600 m | 362.00000 11077.20| | HANDRAIL, STEEL | | | 0063 709-51821 LUMP| 700.00000 700.00| | SURFACE SEAL | | | 0064 711-51038 LUMP| 475000.00000 475000.00| | STRUCTURAL STEEL | | | 0065 713-91028 LUMP| 550000.00000 550000.00| | TEMPORARY RUNAROUND | | | 0066 714-26709 113.700 m | 2800.00000 318360.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0067 715-05048 436.000 m | 7.60000 3313.60| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 33.000 m | 58.76000 1939.08| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05121 15.800 m | 102.79000 1624.08| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0070 715-05169 50.000 m | 87.63000 4381.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-44240 49.800 m3 | 526.89000 26239.12| | CONCRETE, A, STRUCTURES | | | 0072 715-46005 10.000 EACH| 179.33000 1793.30| | PIPE END SECTION, 375 mm | | | 0073 715-46010 2.000 EACH| 197.33000 394.66| | PIPE END SECTION, 450 mm | | | 0074 718-34015 82.000 m | 63.90000 5239.80| | PIPE, UNDERDRAIN, 1.63 mm, 200 mm | | | 0075 718-52610 73.000 m3 | 43.30000 3160.90| | AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 750.000 m2 | 1.22000 915.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0077 722-01807 243.000 m2 | 30.00000 7290.00| | MEMBRANE WATERPROOFING | | | 0078 722-95883 LUMP| 14314.70000 14314.70| | BRIDGE DECK DRAIN SYSTEM | | | 0079 726-95870 48.000 EACH| 150.00000 7200.00| | BEARING ASSEMBLY | | | 0080 801-04308 3.000 EACH| 310.00000 930.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 305 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,953,176.70 ROUTE : SR 106 CALL ORDER : 305 CONTRACT ID : B -24468-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06605 13.000 EACH| 243.00000 3159.00| | BARRICADE, IIIA | | | 0082 801-06625 12.000 EACH| 89.00000 1068.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 12.000 EACH| 210.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0084 801-92150 LUMP| 2448.99000 2448.99| | PROTECTION AND MAINTENANCE OF RAILROAD | | | TRAFFIC | | | 0085 802-76005 1.394 m2 | 155.55000 216.84| | SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | 0086 802-76055 10.500 m | 21.00000 220.50| | SIGN POST, A | | | 0087 804-06770 6.000 EACH| 18.00000 108.00| | DELINEATOR POST | | | 0088 808-06713 830.000 m | 0.79000 655.70| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 830.000 m | 0.79000 655.70| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 4,473,423.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,473,423.07| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/23/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4446007 5346005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 879,000.00 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,121,067.90 127.5390% 3 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,315,154.58 149.6194% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1672.13000 20065.56| 1870.35000 22444.20| 1350.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8770.68000 8770.68| 15222.58000 15222.58| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44723.56000 44723.56| 55989.70000 55989.70| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1390.56000 1390.56| 2431.23000 2431.23| 21000.00000 21000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 347.64000 347.64| 5064.44000 5064.44| 11000.00000 11000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 130.000 m2 | 8.49000 1103.70| 28.74000 3736.20| 42.00000 5460.00 PAVEMENT, REMOVE | | | 0007 202-02241 215.000 m | 27.00000 5805.00| 27.00000 5805.00| 20.00000 4300.00 GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP| 934.88000 934.88| 2395.61000 2395.61| 1900.00000 1900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 4,| | | STR NO 1 | | | 0009 202-05532 768.000 m2 | 3.02000 2319.36| 3.98000 3056.64| 8.00000 6144.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0010 202-51328 LUMP| 11365.13000 11365.13| 28282.97000 28282.97| 35500.00000 35500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-51330 LUMP| 21674.51000 21674.51| 66688.82000 66688.82| 69700.00000 69700.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0012 202-51368 109.000 m2 | 32.86000 3581.74| 11.27000 1228.43| 65.00000 7085.00 SLOPEWALL, REMOVE | | | 0013 202-60820 768.000 m2 | 2.56000 1966.08| 5.85000 4492.80| 8.00000 6144.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-60822 778.000 m2 | 2.56000 1991.68| 5.81000 4520.18| 8.00000 6224.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0015 202-94749 25.000 m | 3.96000 99.00| 36.09000 902.25| 7.00000 175.00 CURB, ASPHALT, REMOVE | | | 0016 203-02000 518.000 m3 | 9.37000 4853.66| 16.57000 8583.26| 9.00000 4662.00 EXCAVATION, COMMON | | | 0017 203-02070 1612.000 m3 | 12.04000 19408.48| 14.21000 22906.52| 23.00000 37076.00 BORROW | | | 0018 205-02224 613.000 m | 5.25000 3218.25| 5.25000 3218.25| 5.75000 3524.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02229 31.000 m | 9.15000 283.65| 9.15000 283.65| 10.00000 310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02234 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 35.00000 70.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 3.000 EACH| 30.00000 90.00| 30.00000 90.00| 40.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 206-51220 52.000 m3 | 10.14000 527.28| 21.99000 1143.48| 945.00000 49140.00 EXCAVATION, WET | | | 0023 206-51225 100.000 m3 | 10.54000 1054.00| 13.00000 1300.00| 31.50000 3150.00 EXCAVATION, DRY | | | 0024 211-02060 7.700 m3 | 28.14000 216.68| 64.82000 499.11| 70.00000 539.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-06467 69.800 m3 | 31.13000 2172.87| 34.38000 2399.72| 60.00000 4188.00 AGGREGATE FOR END BENT BACKFILL | | | 0026 213-52830 2.000 m3 | 153.19000 306.38| 306.31000 612.62| 300.00000 600.00 FLOWABLE MORTAR | | | 0027 303-04095 53.000 Mg | 17.80000 943.40| 34.82000 1845.46| 32.00000 1696.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0028 303-52308 1680.100 Mg | 15.84000 26612.78| 16.36000 27486.44| 22.00000 36962.20 COMPACTED AGGREGATE, O, 53 | | | 0029 303-52309 90.000 Mg | 18.82000 1693.80| 24.96000 2246.40| 30.00000 2700.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0030 402-05468 381.300 Mg | 44.00000 16777.20| 44.00000 16777.20| 47.00000 17921.10 HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05474 895.800 Mg | 46.00000 41206.80| 46.00000 41206.80| 50.00000 44790.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05477 447.900 Mg | 60.00000 26874.00| 60.00000 26874.00| 64.00000 28665.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05481 258.800 Mg | 44.00000 11387.20| 44.00000 11387.20| 110.00000 28468.00 HMA BASE 25.0 mm, SHOULDER | | | 0034 402-05487 110.000 Mg | 46.00000 5060.00| 46.00000 5060.00| 50.00000 5500.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0035 402-05490 50.000 Mg | 60.00000 3000.00| 60.00000 3000.00| 64.00000 3200.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0036 404-05511 548.700 m2 | 6.00000 3292.20| 6.00000 3292.20| 6.00000 3292.20 SEAL COAT, 2 | | | 0037 405-05518 1192.000 m2 | 0.85000 1013.20| 0.85000 1013.20| 0.90000 1072.80 ASPHALT FOR PRIME COAT | | | 0038 406-05520 3.630 Mg | 400.00000 1452.00| 400.00000 1452.00| 430.00000 1560.90 ASPHALT FOR TACK COAT | | | 0039 601-01522 8.000 EACH| 1150.00000 9200.00| 1150.00000 9200.00| 1310.00000 10480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-01701 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| 1925.00000 1925.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0041 601-01848 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| 1925.00000 1925.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0042 601-02103 13.355 m | 49.92000 666.68| 49.88000 666.15| 60.00000 801.30 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING FOR TEMPORARY BRIDGE APPROACHES | | | 0043 601-04746 2.000 EACH| 5100.00000 10200.00| 5100.00000 10200.00| 7250.00000 14500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0045 601-95203 3.000 EACH| 1090.00000 3270.00| 1090.00000 3270.00| 975.00000 2925.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0046 601-99105 200.025 m | 32.40000 6480.81| 32.40000 6480.81| 34.00000 6800.85 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 601-99132 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 60.00000 240.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0048 601-99365 55.245 m | 49.90000 2756.73| 49.90000 2756.73| 48.00000 2651.76 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0049 602-06639 200.000 m | 31.44000 6288.00| 87.42000 17484.00| 88.00000 17600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0050 602-06729 16.000 EACH| 5.00000 80.00| 5.00000 80.00| 5.50000 88.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 604-91531 12.000 m2 | 32.02000 384.24| 119.55000 1434.60| 34.00000 408.00 SIDEWALK, CONCRETE, 100 mm | | | 0052 605-05523 20.000 m | 60.00000 1200.00| 60.00000 1200.00| 60.00000 1200.00 CURB, HMA | | | 0053 610-05527 334.500 Mg | 80.00000 26760.00| 80.00000 26760.00| 86.00000 28767.00 HMA FOR APPROACHES | | | 0054 610-06257 419.600 m2 | 62.53000 26237.59| 82.47000 34604.41| 57.00000 23917.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0055 611-06498 3.000 EACH| 160.00000 480.00| 170.00000 510.00| 200.00000 600.00 MAILBOX ASSEMBLY, DOUBLE | | | 0056 615-06490 14.000 EACH| 121.49000 1700.86| 201.43000 2820.02| 110.00000 1540.00 RIGHT OF WAY MARKER | | | 0057 615-06505 5.000 EACH| 206.24000 1031.20| 450.00000 2250.00| 450.00000 2250.00 MONUMENT, B | | | 0058 616-02320 1135.000 m2 | 1.39000 1577.65| 2.59000 2939.65| 2.00000 2270.00 GEOTEXTILES | | | 0059 616-06405 525.000 Mg | 32.19000 16899.75| 28.20000 14805.00| 70.00000 36750.00 RIPRAP, REVETMENT | | | 0060 616-51367 120.000 m2 | 46.26000 5551.20| 80.64000 9676.80| 55.00000 6600.00 SLOPEWALL, CONCRETE, 100 mm | | | 0061 616-93772 4.000 EACH| 263.99000 1055.96| 146.71000 586.84| 35.00000 140.00 INSPECTION HOLE | | | 0062 621-01004 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-02363 738.000 m2 | 1.15000 848.70| 1.15000 848.70| 1.25000 922.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0064 621-06567 42.000 kL | 1.00000 42.00| 1.00000 42.00| 1.00000 42.00 WATER | | | 0065 621-06575 3196.000 m2 | 4.10000 13103.60| 4.10000 13103.60| 5.00000 15980.00 SODDING, NURSERY | | | 0066 622-52436 4.000 EACH| 28.00000 112.00| 28.00000 112.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0067 622-91786 94.000 EACH| 12.00000 1128.00| 12.00000 1128.00| 13.25000 1245.50 SEEDLING | | | 0068 622-98200 4.000 EACH| 28.00000 112.00| 28.00000 112.00| 30.00000 120.00 SIGN, DO NOT DISTURB | | | 0069 701-96089 310.800 m | 100.65000 31282.02| 119.56000 37159.25| 115.00000 35742.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 702-51005 56.400 m3 | 472.85000 26668.74| 424.55000 23944.62| 320.00000 18048.00 CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51863 122.000 EACH| 2.34000 285.48| 9.40000 1146.80| 4.75000 579.50 FIELD DRILLED HOLE IN CONCRETE | | | 0072 703-01540 34.000 EACH| 11.34000 385.56| 12.26000 416.84| 23.00000 782.00 THREADED TIE BAR ASSEMBLY | | | 0073 703-51030 3750.000 kg | 0.99000 3712.50| 0.99000 3712.50| 1.30000 4875.00 REINFORCING STEEL | | | 0074 703-51032 5058.000 kg | 1.15000 5816.70| 1.19000 6019.02| 1.50000 7587.00 REINFORCING STEEL, EPOXY COATED | | | 0075 703-90976 9801.000 kg | 0.99000 9702.99| 1.04000 10193.04| 1.30000 12741.30 REINFORCING STEEL, GRADE 60 | | | 0076 703-96177 7098.000 kg | 1.15000 8162.70| 1.25000 8872.50| 1.50000 10647.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0077 703-97936 36.000 EACH| 11.33000 407.88| 13.96000 502.56| 26.00000 936.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0078 704-51002 19.600 m3 | 656.30000 12863.48| 1026.97000 20128.61| 615.00000 12054.00 CONCRETE, C, SUPERSTRUCTURE | | | 0079 704-51006 142.000 m3 | 481.24000 68336.08| 612.59000 86987.78| 500.00000 71000.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0080 706-05732 8.000 EACH| 1072.32000 8578.56| 1000.00000 8000.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 706-51020 12.600 m3 | 421.06000 5305.36| 500.00000 6300.00| 590.00000 7434.00 CONCRETE, C, RAILING | | | 0082 707-01065 LUMP| 33432.95000 33432.95| 35417.66000 35417.66| 48000.00000 48000.00 POST-TENSIONING , STR NO 1 | | | 0083 709-51821 LUMP| 1613.00000 1613.00| 1150.00000 1150.00| 2970.00000 2970.00 SURFACE SEAL , STR NO 1 | | | 0084 709-51821 LUMP| 2573.00000 2573.00| 1150.00000 1150.00| 4200.00000 4200.00 SURFACE SEAL , STR NO 2 | | | 0085 710-51870 5.000 m2 | 758.46000 3792.30| 198.17000 990.85| 200.00000 1000.00 REPOINTING MASONRY IN STRUCTURES | | | 0086 713-51335 LUMP| 104237.15000 104237.15| 170937.24000 170937.24| 150000.00000 150000.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 1 | | | 0087 715-05151 30.000 m | 60.10000 1803.00| 68.08000 2042.40| 40.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0088 715-05154 20.000 m | 79.36000 1587.20| 64.75000 1295.00| 80.00000 1600.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0089 715-05171 17.000 m | 66.88000 1136.96| 48.60000 826.20| 65.00000 1105.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 715-05424 74.000 m | 216.36000 16010.64| 129.17000 9558.58| 200.00000 14800.00 PIPE, SLOTTED DRAIN, 450 mm , MODIFIED | | | 0091 715-46005 1.000 EACH| 197.95000 197.95| 465.13000 465.13| 130.00000 130.00 PIPE END SECTION, 375 mm | | | 0092 715-46010 2.000 EACH| 244.94000 489.88| 482.14000 964.28| 165.00000 330.00 PIPE END SECTION, 450 mm | | | 0093 715-46020 1.000 EACH| 319.95000 319.95| 520.13000 520.13| 325.00000 325.00 PIPE END SECTION, 600 mm | | | 0094 720-45030 1.000 EACH| 764.85000 764.85| 821.13000 821.13| 1020.00000 1020.00 INLET, E7 | | | 0095 720-45275 1.000 EACH| 884.84000 884.84| 1136.13000 1136.13| 600.00000 600.00 PIPE CATCH BASIN, 600 mm | | | 0096 722-51401 5.000 m2 | 271.99000 1359.95| 473.69000 2368.45| 225.00000 1125.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0097 722-51842 778.000 m2 | 40.18000 31260.04| 66.35000 51620.30| 110.00000 85580.00 BRIDGE DECK OVERLAY | | | 0098 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0099 722-51852 38.000 m2 | 90.19000 3427.22| 130.24000 4949.12| 110.00000 4180.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0102 801-01851 LUMP| 16400.00000 16400.00| 16400.00000 16400.00| 20300.00000 20300.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0103 801-04308 3.000 EACH| 259.00000 777.00| 259.00000 777.00| 300.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06207 2174.600 m | 2.90000 6306.34| 2.90000 6306.34| 3.20000 6958.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0105 801-06218 8.000 m | 19.30000 154.40| 19.30000 154.40| 22.00000 176.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0106 801-06605 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 100.00000 800.00 BARRICADE, IIIA | | | 0107 801-06606 12.000 EACH| 105.00000 1260.00| 105.00000 1260.00| 115.00000 1380.00 BARRICADE, IIIB | | | 0108 801-06640 39.000 EACH| 72.00000 2808.00| 72.00000 2808.00| 80.00000 3120.00 CONSTRUCTION SIGN, A | | | 0109 801-06645 20.000 EACH| 30.00000 600.00| 30.00000 600.00| 35.00000 700.00 CONSTRUCTION SIGN, B | | | 0110 801-06775 LUMP| 2950.00000 2950.00| 2950.00000 2950.00| 8500.00000 8500.00 MAINTAINING TRAFFIC , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-06775 LUMP| 400.00000 400.00| 400.00000 400.00| 6000.00000 6000.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0112 802-02489 12.050 m | 32.10000 386.81| 32.10000 386.81| 30.00000 361.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0113 802-04893 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 200.00000 400.00 REFERENCE POST | | | 0114 802-76025 2.470 m2 | 158.50000 391.50| 158.50000 391.50| 170.00000 419.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 808-06713 1325.000 m | 0.45000 596.25| 0.45000 596.25| 0.50000 662.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0116 808-06714 2255.000 m | 0.45000 1014.75| 0.45000 1014.75| 0.50000 1127.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0117 808-06716 585.000 m | 1.55000 906.75| 1.55000 906.75| 1.70000 994.50 LINE, REMOVE | | | 0118 808-75054 60.000 m | 6.10000 366.00| 6.10000 366.00| 6.70000 402.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0119 808-75245 1015.000 m | 1.30000 1319.50| 1.30000 1319.50| 1.50000 1522.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0120 808-75297 4.000 m | 15.00000 60.00| 15.00000 60.00| 16.00000 64.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0121 808-75996 25.000 EACH| 5.65000 141.25| 23.47000 586.75| 10.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0122 808-75998 25.000 EACH| 0.95000 23.75| 61.50000 1537.50| 44.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0123 715-05407 23.000 m | 10.13000 232.99| 14.17000 325.91| 40.00000 920.00 PIPE, END BENT DRAIN, 150 mm | | | 0124 616-02320 110.000 m2 | 2.39000 262.90| 6.23000 685.30| 2.50000 275.00 GEOTEXTILES | | | 0125 105-04655 7.000 MOS | 630.00000 4410.00| 200.00000 1400.00| 250.00000 1750.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0126 801-06203 695.000 m | 4.10000 2849.50| 0.95000 660.25| 1.00000 695.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0127 801-06650 29.000 EACH| 61.50000 1783.50| 4.10000 118.90| 5.00000 145.00 TEMPORARY RAISED PAVEMENT MARKER, 2 | | | 0128 601-94689 2.000 EACH| 2350.00000 4700.00| 2350.00000 4700.00| 2600.00000 5200.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 315 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,117,766.37 ROUTE : SR 4 CALL ORDER : 315 CONTRACT ID : B -24582-A COUNTIES : LAPORTE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1561256 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 879,000.00| $ 1,121,067.90| $ 1,315,154.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 879,000.00| $ 1,121,067.90| $ 1,315,154.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 265 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0761014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 5,152,822.70 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 6,287,283.99 122.0163% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,653,139.31 129.1164% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,947,374.19 134.8265% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 28.000 MOS | 1404.50000 39326.00| 1300.00000 36400.00| 2100.00000 58800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 56000.00000 56000.00| 90800.00000 90800.00| 133000.00000 133000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 257576.41000 257576.41| 310000.00000 310000.00| 332500.00000 332500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 135789.00000 135789.00| 62000.00000 62000.00| 66500.00000 66500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 75189.25000 75189.25| 74237.00000 74237.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02020 35813.000 m3 | 11.19000 400747.47| 18.00000 644634.00| 24.20000 866674.60 EXCAVATION, UNCLASSIFIED | | | 0007 203-51223 1121.000 m3 | 7.67000 8598.07| 5.00000 5605.00| 28.00000 31388.00 EXCAVATION, WATERWAY | | | 0008 203-94803 4500.000 m3 | 8.32000 37440.00| 8.00000 36000.00| 10.00000 45000.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT ,| | | 600 mm | | | 0009 205-02224 950.000 m | 5.00000 4750.00| 5.40000 5130.00| 6.00000 5700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02226 10.000 m | 49.25000 492.50| 53.25000 532.50| 55.00000 550.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0011 205-02229 400.000 m | 8.82000 3528.00| 9.50000 3800.00| 10.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 1482.000 m | 5.00000 7410.00| 40.00000 59280.00| 50.00000 74100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02232 2498.000 m3 | 24.00000 59952.00| 4.50000 11241.00| 10.00000 24980.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02237 2.000 EACH| 40.00000 80.00| 43.25000 86.50| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 206-51215 42.800 m3 | 243.88000 10438.06| 200.00000 8560.00| 1200.00000 51360.00 EXCAVATION, X | | | 0016 206-51220 201.300 m3 | 38.46000 7742.00| 600.00000 120780.00| 465.00000 93604.50 EXCAVATION, WET | | | 0017 206-51225 48.900 m3 | 70.34000 3439.63| 30.00000 1467.00| 25.00000 1222.50 EXCAVATION, DRY | | | 0018 211-02060 15132.000 m3 | 19.81000 299764.92| 20.50000 310206.00| 22.00000 332904.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 72.900 m3 | 36.48000 2659.39| 35.00000 2551.50| 28.00000 2041.20 AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 6896.000 Mg | 13.81000 95233.76| 12.20000 84131.20| 11.00000 75856.00 COMPACTED AGGREGATE, O, 53 | | | 0021 304-04403 31.000 m3 | 161.22000 4997.82| 57.00000 1767.00| 70.00000 2170.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0022 305-05206 1356.000 Mg | 37.51000 50863.56| 41.00000 55596.00| 37.00000 50172.00 WIDENING WITH HMA , TEMPORARY | | | 0023 401-04824 2206.000 Mg | 32.30000 71253.80| 35.00000 77210.00| 36.00000 79416.00 HMA BASE 25.0 mm, SHOULDER | | | 0024 401-04827 9.200 Mg | 99.48000 915.22| 108.00000 993.60| 100.00000 920.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0025 401-05437 7978.000 Mg | 31.17000 248674.26| 34.00000 271252.00| 36.00000 287208.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 3831.000 Mg | 32.07000 122860.17| 35.00000 134085.00| 39.00000 149409.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 1772.000 Mg | 43.20000 76550.40| 47.00000 83284.00| 45.00000 79740.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05470 3079.000 Mg | 31.50000 96988.50| 34.00000 104686.00| 34.00000 104686.00 HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05488 361.000 Mg | 45.77000 16522.97| 50.00000 18050.00| 36.00000 12996.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0030 402-05490 4.200 Mg | 193.28000 811.78| 210.00000 882.00| 200.00000 840.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0031 404-05511 15057.000 m2 | 0.64000 9636.48| 0.70000 10539.90| 1.20000 18068.40 SEAL COAT, 2 | | | 0032 405-05517 37.800 Mg | 286.31000 10822.52| 310.00000 11718.00| 380.00000 14364.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 406-05520 23.400 Mg | 196.54000 4599.04| 213.00000 4984.20| 200.00000 4680.00 ASPHALT FOR TACK COAT | | | 0034 501-05090 202.600 m2 | 70.25000 14232.65| 61.00000 12358.60| 75.00000 15195.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0035 601-01522 4.000 EACH| 1180.00000 4720.00| 2160.00000 8640.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01700 1.000 EACH| 1595.00000 1595.00| 2600.00000 2600.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0037 601-94689 3.000 EACH| 2140.00000 6420.00| 3000.00000 9000.00| 2450.00000 7350.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 655.320 m | 30.00000 19659.60| 62.00000 40629.84| 32.50000 21297.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06646 1085.000 m | 81.96000 88926.60| 85.00000 92225.00| 75.00000 81375.00 TEMPORARY CONCRETE BARRIER | | | 0040 602-06729 34.000 EACH| 7.00000 238.00| 10.00000 340.00| 8.00000 272.00 BARRIER DELINEATOR | | | 0041 605-06145 113.500 m | 39.00000 4426.50| 67.00000 7604.50| 57.00000 6469.50 CURB AND GUTTER, B, CONCRETE | | | 0042 610-05527 440.000 Mg | 76.78000 33783.20| 83.00000 36520.00| 65.00000 28600.00 HMA FOR APPROACHES | | | 0043 611-06497 5.000 EACH| 114.00000 570.00| 245.00000 1225.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 67.000 EACH| 97.00000 6499.00| 165.00000 11055.00| 110.00000 7370.00 RIGHT OF WAY MARKER | | | 0045 615-06505 21.000 EACH| 455.00000 9555.00| 486.00000 10206.00| 440.00000 9240.00 MONUMENT, B | | | 0046 615-06510 4.000 EACH| 210.00000 840.00| 475.00000 1900.00| 240.00000 960.00 MONUMENT, C | | | 0047 616-02320 12483.000 m2 | 2.05000 25590.15| 2.00000 24966.00| 1.50000 18724.50 GEOTEXTILES | | | 0048 616-06405 7534.000 Mg | 16.13000 121523.42| 19.00000 143146.00| 20.00000 150680.00 RIPRAP, REVETMENT | | | 0049 621-01004 12.000 EACH| 655.00000 7860.00| 710.00000 8520.00| 655.00000 7860.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01882 531.000 kg | 9.92000 5267.52| 11.00000 5841.00| 10.60000 5628.60 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-06545 6.632 Mg | 571.83000 3792.38| 620.00000 4111.84| 610.00000 4045.52 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06548 13.200 kg | 49.60000 654.72| 54.00000 712.80| 53.00000 699.60 SEED MIXTURE, CV | | | 0053 621-06553 1121.000 kg | 7.67000 8598.07| 8.30000 9304.30| 8.50000 9528.50 SEED MIXTURE, R | | | 0054 621-06565 53.200 Mg | 440.00000 23408.00| 475.00000 25270.00| 470.00000 25004.00 MULCHING MATERIAL | | | 0055 621-06567 60.000 kL | 0.53000 31.80| 0.60000 36.00| 0.60000 36.00 WATER | | | 0056 621-06574 3321.000 m2 | 3.44000 11424.24| 5.00000 16605.00| 4.00000 13284.00 SODDING | | | 0057 621-06575 772.500 m2 | 3.44000 2657.40| 5.00000 3862.50| 4.00000 3090.00 SODDING, NURSERY | | | 0058 622-52436 2.000 EACH| 25.00000 50.00| 27.00000 54.00| 45.00000 90.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 85.000 EACH| 8.05000 684.25| 8.70000 739.50| 12.00000 1020.00 SEEDLING | | | 0060 701-04732 75.400 m | 232.40000 17522.96| 220.00000 16588.00| 190.00000 14326.00 PILE STEEL H, HP 360 X 174 | | | 0061 701-91792 8.000 EACH| 114.74000 917.92| 150.00000 1200.00| 200.00000 1600.00 PILE TIP, STEEL H | | | 0062 702-51005 200.000 m3 | 521.42000 104284.00| 700.00000 140000.00| 800.00000 160000.00 CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 71.200 m3 | 513.00000 36525.60| 700.00000 49840.00| 800.00000 56960.00 CONCRETE, B, FOOTINGS | | | 0064 702-51100 175.600 kg | 9.93000 1743.71| 4.30000 755.08| 8.00000 1404.80 DRAIN PIPE, CAST IRON, 150 mm | | | 0065 702-51110 438.300 kg | 6.31000 2765.67| 4.30000 1884.69| 8.00000 3506.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 703-51030 22289.000 kg | 1.11000 24740.79| 1.10000 24517.90| 1.05000 23403.45 REINFORCING STEEL | | | 0067 703-51032 76912.000 kg | 1.27000 97678.24| 1.25000 96140.00| 1.05000 80757.60 REINFORCING STEEL, EPOXY COATED | | | 0068 704-51002 367.200 m3 | 461.84000 169587.65| 500.00000 183600.00| 350.00000 128520.00 CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05732 4.000 EACH| 446.71000 1786.84| 1630.00000 6520.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0070 706-51020 46.600 m3 | 359.85000 16769.01| 566.00000 26375.60| 625.00000 29125.00 CONCRETE, C, RAILING | | | 0071 707-05995 384.200 m | 577.68000 221944.66| 552.25000 212174.45| 625.00000 240125.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 709-51821 LUMP| 7630.00000 7630.00| 8245.00000 8245.00| 7550.00000 7550.00 SURFACE SEAL | | | 0074 714-26703 70.000 m | 1099.34000 76953.80| 1164.00000 81480.00| 1200.00000 84000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0075 714-26709 40.000 m | 1344.62000 53784.80| 1704.00000 68160.00| 1500.00000 60000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0076 714-93264 4072.000 m2 | 15.13000 61609.36| 106.45000 433464.40| 132.00000 537504.00 WALL PANEL ERECTION | | | 0078 715-03149 207.000 m | 26.81000 5549.67| 78.00000 16146.00| 100.00000 20700.00 PIPE, GROUP D, 375 mm | | | 0079 715-04475 42.000 m | 208.15000 8742.30| 311.00000 13062.00| 180.00000 7560.00 PIPE, GROUP A, 900 mm | | | 0080 715-05048 4534.000 m | 6.95000 31511.30| 28.50000 129219.00| 10.00000 45340.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05053 278.000 m | 29.50000 8201.00| 36.00000 10008.00| 54.00000 15012.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05407 44.000 m | 17.56000 772.64| 8.75000 385.00| 16.00000 704.00 PIPE, END BENT DRAIN, 150 mm | | | 0083 715-05658 37.000 m | 146.73000 5429.01| 103.00000 3811.00| 140.00000 5180.00 PIPE, GROUP D, 600 mm | | | 0084 715-13015 41.000 m | 106.06000 4348.46| 85.00000 3485.00| 100.00000 4100.00 PIPE, GROUP L, 375mm | | | 0085 715-46005 37.000 EACH| 349.86000 12944.82| 245.00000 9065.00| 325.00000 12025.00 PIPE END SECTION, 375 mm | | | 0086 715-46020 4.000 EACH| 322.49000 1289.96| 425.00000 1700.00| 500.00000 2000.00 PIPE END SECTION, 600 mm | | | 0087 715-46040 5.000 EACH| 487.96000 2439.80| 790.00000 3950.00| 900.00000 4500.00 PIPE END SECTION, 900 mm | | | 0088 715-99371 11.000 m | 93.79000 1031.69| 68.00000 748.00| 100.00000 1100.00 PIPE, GROUP A, 375 mm | | | 0089 718-06528 39.000 EACH| 700.00000 27300.00| 228.00000 8892.00| 600.00000 23400.00 OUTLET PROTECTOR, 1 | | | 0090 718-06532 1000.000 m | 3.00000 3000.00| 3.25000 3250.00| 5.30000 5300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0091 718-52610 1023.000 m3 | 34.75000 35549.25| 40.00000 40920.00| 27.00000 27621.00 AGGREGATE FOR UNDERDRAINS | | | 0092 720-45045 1.000 EACH| 2720.09000 2720.09| 1500.00000 1500.00| 1500.00000 1500.00 INLET, J10 | | | 0093 720-98555 1.000 EACH| 3188.40000 3188.40| 1420.00000 1420.00| 2100.00000 2100.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 722-60824 202.000 m2 | 6.68000 1349.36| 11.50000 2323.00| 9.00000 1818.00 SURFACE MILLING | | | 0095 724-51925 27.600 m | 350.02000 9660.55| 275.00000 7590.00| 395.00000 10902.00 STRUCTURAL EXPANSION JOINT, SS | | | 0096 731-03914 4051.000 m2 | 53.77000 217822.27| 44.50000 180269.50| 47.00000 190397.00 FACE PANEL, WIRE | | | 0097 801-04308 2.000 EACH| 695.00000 1390.00| 750.00000 1500.00| 440.00000 880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06605 4.000 EACH| 195.00000 780.00| 210.00000 840.00| 240.00000 960.00 BARRICADE, IIIA | | | 0099 801-06640 17.000 EACH| 285.00000 4845.00| 308.00000 5236.00| 200.00000 3400.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 4.000 EACH| 50.00000 200.00| 54.00000 216.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0101 801-06775 LUMP| 94186.21000 94186.21| 148760.00000 148760.00| 65450.00000 65450.00 MAINTAINING TRAFFIC | | | 0102 801-75048 8250.000 m | 0.28000 2310.00| 0.30000 2475.00| 0.37000 3052.50 TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0103 801-75049 8250.000 m | 0.28000 2310.00| 0.30000 2475.00| 0.37000 3052.50 TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0104 802-02489 35.900 m | 50.00000 1795.00| 44.00000 1579.60| 50.00000 1795.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0105 802-76025 2.770 m2 | 370.00000 1024.90| 292.00000 808.84| 370.00000 1024.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 3.270 m2 | 220.00000 719.40| 190.00000 621.30| 220.00000 719.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 804-06725 11.000 EACH| 17.00000 187.00| 26.00000 286.00| 17.00000 187.00 DELINEATOR WITH POST, D1, 75 mm | | | 0108 804-06770 39.000 EACH| 16.00000 624.00| 24.00000 936.00| 16.00000 624.00 DELINEATOR POST | | | 0109 808-06701 368.000 m | 0.77000 283.36| 0.85000 312.80| 0.77000 283.36 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0110 808-06703 5004.000 m | 0.77000 3853.08| 0.85000 4253.40| 0.77000 3853.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-75054 226.000 m | 4.50000 1017.00| 4.90000 1107.40| 3.75000 847.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-0918397 |FORCE CONSTRUCTION |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75245 4800.000 m | 0.77000 3696.00| 0.85000 4080.00| 0.77000 3696.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0113 808-75297 18.800 m | 12.25000 230.30| 13.25000 249.10| 10.00000 188.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0114 808-75998 264.000 EACH| 21.95000 5794.80| 26.00000 6864.00| 22.00000 5808.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0115 211-02050 15353.000 m3 | 19.69000 302300.57| 19.85000 304757.05| 21.50000 330089.50 B BORROW | | | 0116 213-52830 172.100 m3 | 76.10000 13096.81| 110.00000 18931.00| 300.00000 51630.00 FLOWABLE MORTAR | | | 0117 303-97820 12436.000 Mg | 15.81000 196613.16| 11.85000 147366.60| 17.00000 211412.00 AGGREGATE, 8 | | | 0118 601-04746 6.000 EACH| 7200.00000 43200.00| 9500.00000 57000.00| 5200.00000 31200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0119 701-02938 14.400 m | 1750.00000 25200.00| 900.00000 12960.00| 400.00000 5760.00 CORED HOLE IN ROCK, 610 mm | | | 0120 715-04612 43.000 m | 164.11000 7056.73| 331.00000 14233.00| 225.00000 9675.00 PIPE , GROUP A, 1050 mm | | | 0121 715-04612 20.000 m | 305.42000 6108.40| 536.00000 10720.00| 265.00000 5300.00 PIPE , GROUP A, 1200 mm | | | 0122 715-05842 4.000 EACH| 440.01000 1760.04| 1700.00000 6800.00| 1200.00000 4800.00 CONCRETE ANCHOR, 1050 mm | | | 0123 715-06004 4.000 EACH| 496.21000 1984.84| 2560.00000 10240.00| 1400.00000 5600.00 CONCRETE ANCHOR, 1200 mm | | | 0124 716-04892 27.000 m | 4317.08000 116561.16| 4975.00000 134325.00| 4200.00000 113400.00 PIPE, JACKED , 1050 mm | | | 0125 716-90322 36.000 m | 4037.08000 145334.88| 4825.00000 173700.00| 3920.00000 141120.00 PIPE, JACKED, 900 mm | | | 0126 716-99464 50.000 m | 5292.08000 264604.00| 6100.00000 305000.00| 5175.00000 258750.00 PIPE, JACKED, 1200 mm | | | SECTION TOTALS | $ 5,152,822.70| $ 6,287,283.99| $ 6,653,139.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,152,822.70| $ 6,287,283.99| $ 6,653,139.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |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 28.000 MOS | 2724.29000 76280.12| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 95576.08000 95576.08| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 314187.55000 314187.55| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 69350.00000 69350.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 75015.98000 75015.98| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02020 35813.000 m3 | 25.50000 913231.50| | EXCAVATION, UNCLASSIFIED | | | 0007 203-51223 1121.000 m3 | 21.22000 23787.62| | EXCAVATION, WATERWAY | | | 0008 203-94803 4500.000 m3 | 7.45000 33525.00| | EXCAVATION, SPECIAL SUBGRADE TREATMENT ,| | | 600 mm | | | 0009 205-02224 950.000 m | 5.26000 4997.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02226 10.000 m | 51.84000 518.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0011 205-02229 400.000 m | 9.28000 3712.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 1482.000 m | 47.36000 70187.52| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02232 2498.000 m3 | 9.90000 24730.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02237 2.000 EACH| 42.11000 84.22| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 206-51215 42.800 m3 | 60.72000 2598.82| | EXCAVATION, X | | | 0016 206-51220 201.300 m3 | 35.07000 7059.59| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 206-51225 48.900 m3 | 19.91000 973.60| | EXCAVATION, DRY | | | 0018 211-02060 15132.000 m3 | 23.16000 350457.12| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 72.900 m3 | 47.26000 3445.25| | AGGREGATE FOR END BENT BACKFILL | | | 0020 303-52308 6896.000 Mg | 13.58000 93647.68| | COMPACTED AGGREGATE, O, 53 | | | 0021 304-04403 31.000 m3 | 30.32000 939.92| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0022 305-05206 1356.000 Mg | 54.63000 74078.28| | WIDENING WITH HMA , TEMPORARY | | | 0023 401-04824 2206.000 Mg | 33.95000 74893.70| | HMA BASE 25.0 mm, SHOULDER | | | 0024 401-04827 9.200 Mg | 104.53000 961.68| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0025 401-05437 7978.000 Mg | 32.75000 261279.50| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 3831.000 Mg | 33.70000 129104.70| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 1772.000 Mg | 45.39000 80431.08| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05470 3079.000 Mg | 33.11000 101945.69| | HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05488 361.000 Mg | 48.10000 17364.10| | HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0030 402-05490 4.200 Mg | 203.08000 852.94| | HMA SURFACE 9.5 mm, SHOULDER | | | 0031 404-05511 15057.000 m2 | 0.67000 10088.19| | SEAL COAT, 2 | | | 0032 405-05517 37.800 Mg | 300.83000 11371.37| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 23.400 Mg | 206.52000 4832.57| | ASPHALT FOR TACK COAT | | | 0034 501-05090 202.600 m2 | 75.85000 15367.21| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0035 601-01522 4.000 EACH| 1315.75000 5263.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01700 1.000 EACH| 1947.31000 1947.31| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-94689 3.000 EACH| 2578.87000 7736.61| | GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 655.320 m | 34.21000 22418.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06646 1085.000 m | 48.98000 53143.30| | TEMPORARY CONCRETE BARRIER | | | 0040 602-06729 34.000 EACH| 7.89000 268.26| | BARRIER DELINEATOR | | | 0041 605-06145 113.500 m | 56.36000 6396.86| | CURB AND GUTTER, B, CONCRETE | | | 0042 610-05527 440.000 Mg | 80.67000 35494.80| | HMA FOR APPROACHES | | | 0043 611-06497 5.000 EACH| 147.36000 736.80| | MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 67.000 EACH| 115.79000 7757.93| | RIGHT OF WAY MARKER | | | 0045 615-06505 21.000 EACH| 463.14000 9725.94| | MONUMENT, B | | | 0046 615-06510 4.000 EACH| 252.63000 1010.52| | MONUMENT, C | | | 0047 616-02320 12483.000 m2 | 1.57000 19598.31| | GEOTEXTILES | | | 0048 616-06405 7534.000 Mg | 21.05000 158590.70| | RIPRAP, REVETMENT | | | 0049 621-01004 12.000 EACH| 689.45000 8273.40| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-01882 531.000 kg | 10.44000 5543.64| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0051 621-06545 6.632 Mg | 601.91000 3991.87| | FERTILIZER | | | 0052 621-06548 13.200 kg | 52.21000 689.17| | SEED MIXTURE, CV | | | 0053 621-06553 1121.000 kg | 8.06000 9035.26| | SEED MIXTURE, R | | | 0054 621-06565 53.200 Mg | 463.14000 24639.05| | MULCHING MATERIAL | | | 0055 621-06567 60.000 kL | 0.56000 33.60| | WATER | | | 0056 621-06574 3321.000 m2 | 3.75000 12453.75| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06575 772.500 m2 | 3.75000 2896.88| | SODDING, NURSERY | | | 0058 622-52436 2.000 EACH| 26.32000 52.64| | SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 85.000 EACH| 8.47000 719.95| | SEEDLING | | | 0060 701-04732 75.400 m | 161.42000 12171.07| | PILE STEEL H, HP 360 X 174 | | | 0061 701-91792 8.000 EACH| 92.63000 741.04| | PILE TIP, STEEL H | | | 0062 702-51005 200.000 m3 | 575.49000 115098.00| | CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 71.200 m3 | 226.89000 16154.57| | CONCRETE, B, FOOTINGS | | | 0064 702-51100 175.600 kg | 8.20000 1439.92| | DRAIN PIPE, CAST IRON, 150 mm | | | 0065 702-51110 438.300 kg | 1.88000 824.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 703-51030 22289.000 kg | 1.05000 23403.45| | REINFORCING STEEL | | | 0067 703-51032 76912.000 kg | 1.18000 90756.16| | REINFORCING STEEL, EPOXY COATED | | | 0068 704-51002 367.200 m3 | 436.68000 160348.90| | CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05732 4.000 EACH| 1398.99000 5595.96| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0070 706-51020 46.600 m3 | 312.70000 14571.82| | CONCRETE, C, RAILING | | | 0071 707-05995 384.200 m | 525.00000 201705.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | 0072 709-51821 LUMP| 8031.34000 8031.34| | SURFACE SEAL | | | 0074 714-26703 70.000 m | 1263.12000 88418.40| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0075 714-26709 40.000 m | 1578.90000 63156.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0076 714-93264 4072.000 m2 | 177.92000 724490.24| | WALL PANEL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-03149 207.000 m | 105.26000 21788.82| | PIPE, GROUP D, 375 mm | | | 0079 715-04475 42.000 m | 189.47000 7957.74| | PIPE, GROUP A, 900 mm | | | 0080 715-05048 4534.000 m | 10.53000 47743.02| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05053 278.000 m | 56.84000 15801.52| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05407 44.000 m | 18.02000 792.88| | PIPE, END BENT DRAIN, 150 mm | | | 0083 715-05658 37.000 m | 147.36000 5452.32| | PIPE, GROUP D, 600 mm | | | 0084 715-13015 41.000 m | 105.26000 4315.66| | PIPE, GROUP L, 375mm | | | 0085 715-46005 37.000 EACH| 342.09000 12657.33| | PIPE END SECTION, 375 mm | | | 0086 715-46020 4.000 EACH| 526.30000 2105.20| | PIPE END SECTION, 600 mm | | | 0087 715-46040 5.000 EACH| 947.34000 4736.70| | PIPE END SECTION, 900 mm | | | 0088 715-99371 11.000 m | 105.26000 1157.86| | PIPE, GROUP A, 375 mm | | | 0089 718-06528 39.000 EACH| 631.56000 24630.84| | OUTLET PROTECTOR, 1 | | | 0090 718-06532 1000.000 m | 5.58000 5580.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0091 718-52610 1023.000 m3 | 28.42000 29073.66| | AGGREGATE FOR UNDERDRAINS | | | 0092 720-45045 1.000 EACH| 1578.90000 1578.90| | INLET, J10 | | | 0093 720-98555 1.000 EACH| 2210.46000 2210.46| | INLET, C15 | | | 0094 722-60824 202.000 m2 | 12.96000 2617.92| | SURFACE MILLING | | | 0095 724-51925 27.600 m | 295.91000 8167.12| | STRUCTURAL EXPANSION JOINT, SS | | | 0096 731-03914 4051.000 m2 | 57.27000 232000.77| | FACE PANEL, WIRE | | | 0097 801-04308 2.000 EACH| 463.15000 926.30| | ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06605 4.000 EACH| 252.63000 1010.52| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06640 17.000 EACH| 178.94000 3041.98| | CONSTRUCTION SIGN, A | | | 0100 801-06645 4.000 EACH| 31.58000 126.32| | CONSTRUCTION SIGN, B | | | 0101 801-06775 LUMP| 330391.89000 330391.89| | MAINTAINING TRAFFIC | | | 0102 801-75048 8250.000 m | 0.39000 3217.50| | TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0103 801-75049 8250.000 m | 0.39000 3217.50| | TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0104 802-02489 35.900 m | 31.58000 1133.72| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0105 802-76025 2.770 m2 | 184.21000 510.26| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 3.270 m2 | 181.05000 592.03| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 804-06725 11.000 EACH| 18.95000 208.45| | DELINEATOR WITH POST, D1, 75 mm | | | 0108 804-06770 39.000 EACH| 17.89000 697.70| | DELINEATOR POST | | | 0109 808-06701 368.000 m | 0.81000 298.08| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0110 808-06703 5004.000 m | 0.81000 4053.24| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-75054 226.000 m | 3.95000 892.70| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0112 808-75245 4800.000 m | 0.81000 3888.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0113 808-75297 18.800 m | 10.53000 197.96| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0114 808-75998 264.000 EACH| 26.32000 6948.48| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0115 211-02050 15353.000 m3 | 22.63000 347438.39| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 325 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,517,273.19 ROUTE : US 36 CALL ORDER : 325 CONTRACT ID : B -24693-A COUNTIES : PUTNAM LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 213-52830 172.100 m3 | 311.92000 53681.43| | FLOWABLE MORTAR | | | 0117 303-97820 12436.000 Mg | 17.89000 222480.04| | AGGREGATE, 8 | | | 0118 601-04746 6.000 EACH| 6735.57000 40413.42| | ENERGY ABSORBING TERMINAL, CZ | | | 0119 701-02938 14.400 m | 934.32000 13454.21| | CORED HOLE IN ROCK, 610 mm | | | 0120 715-04612 43.000 m | 236.84000 10184.12| | PIPE , GROUP A, 1050 mm | | | 0121 715-04612 20.000 m | 278.94000 5578.80| | PIPE , GROUP A, 1200 mm | | | 0122 715-05842 4.000 EACH| 1263.12000 5052.48| | CONCRETE ANCHOR, 1050 mm | | | 0123 715-06004 4.000 EACH| 1473.64000 5894.56| | CONCRETE ANCHOR, 1200 mm | | | 0124 716-04892 27.000 m | 4902.49000 132367.23| | PIPE, JACKED , 1050 mm | | | 0125 716-90322 36.000 m | 4667.96000 168046.56| | PIPE, JACKED, 900 mm | | | 0126 716-99464 50.000 m | 5577.23000 278861.50| | PIPE, JACKED, 1200 mm | | | SECTION TOTALS | $ 6,947,374.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,947,374.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0312026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 469,462.02 100.0000% 2 35-2072438 TD & O LLC $ 470,710.41 100.2659% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 498,593.83 106.2053% 4 35-1801998 CLR, INC. $ 515,301.66 109.7642% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 519,881.57 110.7398% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2072438 |(3) 35-2040801 |RAGLE, INC. |TD & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 900.00000 8100.00| 1150.00000 10350.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23400.00000 23400.00| 21141.00000 21141.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 382.000 m2 | 16.00000 6112.00| 50.00000 19100.00| 20.00000 7640.00 PAVEMENT, REMOVE | | | 0005 202-02241 224.000 m | 7.00000 1568.00| 7.15000 1601.60| 14.00000 3136.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 64800.00000 64800.00| 42500.00000 42500.00| 83000.00000 83000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 307.000 m2 | 9.50000 2916.50| 6.25000 1918.75| 6.50000 1995.50 SURFACE MILLING, ASPHALT | | | 0008 303-52308 428.000 Mg | 18.00000 7704.00| 22.50000 9630.00| 22.00000 9416.00 COMPACTED AGGREGATE, O, 53 | | | 0009 402-05481 54.500 Mg | 105.00000 5722.50| 156.56000 8532.52| 134.00000 7303.00 HMA BASE 25.0 mm, SHOULDER | | | 0010 405-05517 0.500 Mg | 900.00000 450.00| 1100.00000 550.00| 925.00000 462.50 ASPHALT FOR PRIME COAT | | | 0011 406-05521 701.000 m2 | 1.10000 771.10| 1.38000 967.38| 1.25000 876.25 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1250.00000 5000.00| 1320.00000 5280.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 8500.00000 8500.00| 5280.00000 5280.00| 8500.00000 8500.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2072438 |(3) 35-2040801 |RAGLE, INC. |TD & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-94689 3.000 EACH| 2325.00000 6975.00| 2843.50000 8530.50| 2325.00000 6975.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 251.450 m | 31.50000 7920.68| 55.00000 13829.75| 31.50000 7920.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 192.150 m | 110.00000 21136.50| 115.00000 22097.25| 80.00000 15372.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 39.650 m | 105.00000 4163.25| 105.00000 4163.25| 70.00000 2775.50 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 18.000 EACH| 5.00000 90.00| 8.80000 158.40| 7.00000 126.00 BARRIER DELINEATOR | | | 0019 610-05527 551.300 Mg | 65.00000 35834.50| 94.96000 52351.45| 78.00000 43001.40 HMA FOR APPROACHES | | | 0020 610-06257 172.000 m2 | 52.00000 8944.00| 65.00000 11180.00| 80.00000 13760.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 22.000 m2 | 2.00000 44.00| 4.00000 88.00| 10.00000 220.00 GEOTEXTILES | | | 0022 616-06405 6.700 Mg | 28.00000 187.60| 50.00000 335.00| 75.00000 502.50 RIPRAP, REVETMENT | | | 0023 702-51005 32.300 m3 | 1470.00000 47481.00| 1200.00000 38760.00| 1850.00000 59755.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51110 174.000 kg | 10.00000 1740.00| 6.00000 1044.00| 8.00000 1392.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-93722 149.500 m3 | 500.00000 74750.00| 400.00000 59800.00| 450.00000 67275.00 CONCRETE, C | | | 0026 703-51030 2132.000 kg | 1.20000 2558.40| 1.25000 2665.00| 1.30000 2771.60 REINFORCING STEEL | | | 0027 703-96177 20458.000 kg | 1.40000 28641.20| 1.50000 30687.00| 1.50000 30687.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0028 703-97936 294.000 EACH| 9.00000 2646.00| 12.00000 3528.00| 8.00000 2352.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0029 706-05732 4.000 EACH| 900.00000 3600.00| 1100.00000 4400.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 100.400 m | 90.00000 9036.00| 110.00000 11044.00| 160.00000 16064.00 CONCRETE, C, RAILING | | | 0031 708-51813 2.000 m2 | 1100.00000 2200.00| 1275.00000 2550.00| 1250.00000 2500.00 PNEUMATICALLY PLACED MORTAR | | | 0032 708-51814 2.000 m2 | 100.00000 200.00| 75.00000 150.00| 30.00000 60.00 WELDED STEEL WIRE FABRIC | | | 0033 709-51821 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| 4110.00000 4110.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2072438 |(3) 35-2040801 |RAGLE, INC. |TD & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 713-51820 LUMP| 20000.00000 20000.00| 18500.00000 18500.00| 8000.00000 8000.00 TEMPORARY SUPPORT | | | 0035 715-91361 1.100 m | 100.00000 110.00| 100.00000 110.00| 500.00000 550.00 PIPE, PVC, 150 mm | | | 0036 801-01428 7.400 m | 21.10000 156.14| 21.45000 158.73| 19.00000 140.60 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 32000.00000 32000.00| 22000.00000 22000.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 441.000 m | 1.20000 529.20| 1.01000 445.41| 1.15000 507.15 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1371.000 m | 3.05000 4181.55| 3.25000 4455.75| 2.95000 4044.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06606 2.000 EACH| 125.00000 250.00| 220.00000 440.00| 150.00000 300.00 BARRICADE, IIIB | | | 0041 801-06640 27.000 EACH| 79.00000 2133.00| 115.50000 3118.50| 110.00000 2970.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 1.000 EACH| 45.00000 45.00| 44.00000 44.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 5500.00000 5500.00| 12500.00000 12500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0044 808-06712 80.000 m | 0.70000 56.00| 1.01000 80.80| 1.60000 128.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 641.000 m | 0.70000 448.70| 1.01000 647.41| 1.60000 1025.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 321.000 m | 0.70000 224.70| 1.01000 324.21| 1.60000 513.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 677.000 m | 1.50000 1015.50| 2.25000 1523.25| 1.50000 1015.50 LINE, REMOVE | | | 0048 808-75996 11.000 EACH| 10.00000 110.00| 11.00000 121.00| 15.00000 165.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 11.000 EACH| 110.00000 1210.00| 93.50000 1028.50| 85.00000 935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 469,462.02| $ 470,710.41| $ 498,593.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,462.02| $ 470,710.41| $ 498,593.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1009310 | |CLR, INC. |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 105-06790 9.000 MOS | 1975.00000 17775.00| 1945.00000 17505.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2900.00000 2900.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25750.00000 25750.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 382.000 m2 | 85.00000 32470.00| 18.50000 7067.00| PAVEMENT, REMOVE | | | 0005 202-02241 224.000 m | 15.50000 3472.00| 17.00000 3808.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 69000.00000 69000.00| 71150.00000 71150.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 307.000 m2 | 4.90000 1504.30| 8.00000 2456.00| SURFACE MILLING, ASPHALT | | | 0008 303-52308 428.000 Mg | 28.00000 11984.00| 19.40000 8303.20| COMPACTED AGGREGATE, O, 53 | | | 0009 402-05481 54.500 Mg | 150.00000 8175.00| 87.00000 4741.50| HMA BASE 25.0 mm, SHOULDER | | | 0010 405-05517 0.500 Mg | 1400.00000 700.00| 1000.00000 500.00| ASPHALT FOR PRIME COAT | | | 0011 406-05521 701.000 m2 | 1.39000 974.39| 2.00000 1402.00| ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1385.00000 5540.00| 1310.00000 5240.00| GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 8875.00000 8875.00| 6100.00000 6100.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 3.000 EACH| 3200.00000 9600.00| 3350.00000 10050.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 251.450 m | 39.00000 9806.55| 39.00000 9806.55| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 192.150 m | 60.00000 11529.00| 107.00000 20560.05| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 39.650 m | 48.00000 1903.20| 102.00000 4044.30| TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 18.000 EACH| 13.00000 234.00| 8.00000 144.00| BARRIER DELINEATOR | | | 0019 610-05527 551.300 Mg | 78.00000 43001.40| 85.00000 46860.50| HMA FOR APPROACHES | | | 0020 610-06257 172.000 m2 | 85.00000 14620.00| 65.00000 11180.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 22.000 m2 | 23.00000 506.00| 3.00000 66.00| GEOTEXTILES | | | 0022 616-06405 6.700 Mg | 95.00000 636.50| 48.00000 321.60| RIPRAP, REVETMENT | | | 0023 702-51005 32.300 m3 | 1959.00000 63275.70| 621.00000 20058.30| CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51110 174.000 kg | 9.00000 1566.00| 7.60000 1322.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-93722 149.500 m3 | 400.00000 59800.00| 598.00000 89401.00| CONCRETE, C | | | 0026 703-51030 2132.000 kg | 1.70000 3624.40| 1.40000 2984.80| REINFORCING STEEL | | | 0027 703-96177 20458.000 kg | 1.75000 35801.50| 1.64000 33551.12| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0028 703-97936 294.000 EACH| 9.00000 2646.00| 13.00000 3822.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0029 706-05732 4.000 EACH| 900.00000 3600.00| 1245.00000 4980.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 100.400 m | 95.00000 9538.00| 147.00000 14758.80| CONCRETE, C, RAILING | | | 0031 708-51813 2.000 m2 | 2500.00000 5000.00| 1480.00000 2960.00| PNEUMATICALLY PLACED MORTAR | | | 0032 708-51814 2.000 m2 | 140.00000 280.00| 45.00000 90.00| WELDED STEEL WIRE FABRIC | | | 0033 709-51821 LUMP| 5000.00000 5000.00| 5100.00000 5100.00| SURFACE SEAL | | | 0034 713-51820 LUMP| 6500.00000 6500.00| 12800.00000 12800.00| TEMPORARY SUPPORT | | | 0035 715-91361 1.100 m | 620.00000 682.00| 44.00000 48.40| PIPE, PVC, 150 mm | | | 0036 801-01428 7.400 m | 22.20000 164.28| 21.00000 155.40| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0037 801-01851 LUMP| 19500.00000 19500.00| 21800.00000 21800.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 441.000 m | 1.33000 586.53| 2.10000 926.10| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1371.000 m | 3.90000 5346.90| 3.15000 4318.65| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 329 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,510.16 ROUTE : SR 57 CALL ORDER : 329 CONTRACT ID : B -25111-B COUNTIES : DAVIESS LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06606 2.000 EACH| 180.00000 360.00| 140.00000 280.00| BARRICADE, IIIB | | | 0041 801-06640 27.000 EACH| 90.00000 2430.00| 95.00000 2565.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 1.000 EACH| 76.00000 76.00| 60.00000 60.00| CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 5000.00000 5000.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0044 808-06712 80.000 m | 1.00000 80.00| 0.80000 64.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 641.000 m | 0.78000 499.98| 0.80000 512.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 321.000 m | 1.01000 324.21| 0.80000 256.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 677.000 m | 1.66000 1123.82| 1.90000 1286.30| LINE, REMOVE | | | 0048 808-75996 11.000 EACH| 20.00000 220.00| 14.00000 154.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 11.000 EACH| 120.00000 1320.00| 120.00000 1320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 515,301.66| $ 519,881.57| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,301.66| $ 519,881.57| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/22/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4939001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 225,944.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 294,482.95 130.3344% 3 35-1385672 FORCE CONSTRUCTION $ 296,571.96 131.2590% 4 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 328,676.63 145.4681% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 373,162.90 165.1572% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 900.00000 5400.00| 1250.00000 7500.00| 1343.00000 8058.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2800.00000 2800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 40.000 m | 10.00000 400.00| 20.00000 800.00| 26.00000 1040.00 GUARDRAIL, REMOVE | | | 0005 202-51133 92.000 m | 10.00000 920.00| 28.00000 2576.00| 12.00000 1104.00 RAILING, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 16890.00000 16890.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 290.000 m2 | 7.00000 2030.00| 6.00000 1740.00| 2.35000 681.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 7.50000 75.00| 45.00000 450.00| 56.00000 560.00 EXCAVATION, COMMON | | | 0009 203-02070 20.000 m3 | 7.50000 150.00| 60.00000 1200.00| 84.00000 1680.00 BORROW | | | 0010 406-05521 387.000 m2 | 1.00000 387.00| 0.95000 367.65| 0.12000 46.44 ASPHALT FOR TACK COAT | | | 0011 601-01625 1.000 EACH| 1850.00000 1850.00| 1295.00000 1295.00| 2016.00000 2016.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0012 601-02800 4.000 EACH| 1250.00000 5000.00| 960.00000 3840.00| 1344.00000 5376.00 GUARDRAIL TRANSITION, TGT | | | 0013 601-04746 4.000 EACH| 4250.00000 17000.00| 6100.00000 24400.00| 9072.00000 36288.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-06037 1.000 EACH| 850.00000 850.00| 675.00000 675.00| 896.00000 896.00 GUARDRAIL END TREATMENT, I | | | 0015 601-94689 3.000 EACH| 2500.00000 7500.00| 2150.00000 6450.00| 2688.00000 8064.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 105.000 m | 62.50000 6562.50| 41.00000 4305.00| 67.00000 7035.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 220.000 m | 45.00000 9900.00| 90.00000 19800.00| 80.00000 17600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 605-06120 8.000 m | 33.00000 264.00| 140.00000 1120.00| 70.00000 560.00 CURB, CONCRETE | | | 0019 610-05527 298.000 Mg | 78.00000 23244.00| 55.65000 16583.70| 82.00000 24436.00 HMA FOR APPROACHES | | | 0020 616-02320 108.000 m2 | 3.00000 324.00| 3.50000 378.00| 2.24000 241.92 GEOTEXTILES | | | 0021 616-06405 32.000 Mg | 24.00000 768.00| 50.00000 1600.00| 28.00000 896.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 200.00000 200.00| 660.00000 660.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 500.000 m2 | 1.00000 500.00| 1.70000 850.00| 1.75000 875.00 MULCHED SEEDING, R | | | 0024 621-06574 60.000 m2 | 6.50000 390.00| 5.80000 348.00| 6.20000 372.00 SODDING | | | 0025 703-51032 3246.000 kg | 1.50000 4869.00| 2.00000 6492.00| 1.30000 4219.80 REINFORCING STEEL, EPOXY COATED | | | 0026 704-51002 19.200 m3 | 450.00000 8640.00| 1070.00000 20544.00| 616.00000 11827.20 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-06347 92.000 m | 320.00000 29440.00| 299.00000 27508.00| 343.00000 31556.00 RAILING, CF-1 | | | 0028 709-51821 LUMP| 1000.00000 1000.00| 945.00000 945.00| 1523.00000 1523.00 SURFACE SEAL | | | 0029 715-05597 2.000 m | 150.00000 300.00| 300.00000 600.00| 112.00000 224.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0030 715-46020 1.000 EACH| 350.00000 350.00| 600.00000 600.00| 280.00000 280.00 PIPE END SECTION, 600 mm | | | 0031 722-51842 382.000 m2 | 47.50000 18145.00| 75.00000 28650.00| 72.80000 27809.60 BRIDGE DECK OVERLAY | | | 0032 722-51846 7.600 m3 | 395.00000 3002.00| 395.00000 3002.00| 395.00000 3002.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 130.000 m2 | 75.00000 9750.00| 100.00000 13000.00| 72.80000 9464.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-60824 345.000 m2 | 6.50000 2242.50| 6.00000 2070.00| 2.40000 828.00 SURFACE MILLING | | | 0035 729-51875 1.000 m2 | 400.00000 400.00| 900.00000 900.00| 280.00000 280.00 CONCRETE, A, PATCHING | | | 0036 801-01851 LUMP| 12000.00000 12000.00| 30500.00000 30500.00| 32816.00000 32816.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-04308 2.000 EACH| 200.00000 400.00| 160.00000 320.00| 224.00000 448.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06203 848.000 m | 1.50000 1272.00| 0.33000 279.84| 1.40000 1187.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 219.000 m | 3.00000 657.00| 3.28000 718.32| 3.65000 799.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06605 2.000 EACH| 100.00000 200.00| 70.00000 140.00| 95.00000 190.00 BARRICADE, IIIA | | | 0041 801-06640 28.000 EACH| 80.00000 2240.00| 60.00000 1680.00| 72.80000 2038.40 CONSTRUCTION SIGN, A | | | 0042 801-06645 12.000 EACH| 35.00000 420.00| 30.00000 360.00| 39.20000 470.40 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 4500.00000 4500.00| 12000.00000 12000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0044 801-97643 259.000 m | 12.00000 3108.00| 16.00000 4144.00| 13.45000 3483.55 TEMPORARY BUZZ STRIPS | | | 0045 808-06713 498.000 m | 1.00000 498.00| 0.26000 129.48| 0.90000 448.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 546.000 m | 1.00000 546.00| 0.26000 141.96| 0.90000 491.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 500.000 m | 2.50000 1250.00| 1.64000 820.00| 2.02000 1010.00 LINE, REMOVE | | | SECTION TOTALS | $ 225,944.00| $ 294,482.95| $ 296,571.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,944.00| $ 294,482.95| $ 296,571.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1275.00000 7650.00| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15940.00000 15940.00| 18500.00000 18500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 40.000 m | 26.00000 1040.00| 12.50000 500.00| GUARDRAIL, REMOVE | | | 0005 202-51133 92.000 m | 26.00000 2392.00| 25.00000 2300.00| RAILING, REMOVE | | | 0006 202-51328 LUMP| 39650.00000 39650.00| 36000.00000 36000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 290.000 m2 | 7.50000 2175.00| 10.00000 2900.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 18.95000 189.50| 50.00000 500.00| EXCAVATION, COMMON | | | 0009 203-02070 20.000 m3 | 21.60000 432.00| 50.00000 1000.00| BORROW | | | 0010 406-05521 387.000 m2 | 0.59000 228.33| 1.00000 387.00| ASPHALT FOR TACK COAT | | | 0011 601-01625 1.000 EACH| 2750.00000 2750.00| 2000.00000 2000.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0012 601-02800 4.000 EACH| 1402.00000 5608.00| 1250.00000 5000.00| GUARDRAIL TRANSITION, TGT | | | 0013 601-04746 4.000 EACH| 6900.00000 27600.00| 8000.00000 32000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-06037 1.000 EACH| 990.00000 990.00| 850.00000 850.00| GUARDRAIL END TREATMENT, I | | | 0015 601-94689 3.000 EACH| 3300.00000 9900.00| 2600.00000 7800.00| GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 105.000 m | 77.00000 8085.00| 63.00000 6615.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 220.000 m | 91.40000 20108.00| 100.00000 22000.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 605-06120 8.000 m | 146.25000 1170.00| 200.00000 1600.00| CURB, CONCRETE | | | 0019 610-05527 298.000 Mg | 85.85000 25583.30| 58.00000 17284.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 108.000 m2 | 3.28000 354.24| 8.00000 864.00| GEOTEXTILES | | | 0021 616-06405 32.000 Mg | 23.14000 740.48| 90.00000 2880.00| RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 690.00000 690.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 500.000 m2 | 1.90000 950.00| 1.80000 900.00| MULCHED SEEDING, R | | | 0024 621-06574 60.000 m2 | 6.20000 372.00| 6.00000 360.00| SODDING | | | 0025 703-51032 3246.000 kg | 1.55000 5031.30| 2.00000 6492.00| REINFORCING STEEL, EPOXY COATED | | | 0026 704-51002 19.200 m3 | 898.43000 17249.85| 1300.00000 24960.00| CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-06347 92.000 m | 376.00000 34592.00| 400.00000 36800.00| RAILING, CF-1 | | | 0028 709-51821 LUMP| 1250.00000 1250.00| 1500.00000 1500.00| SURFACE SEAL | | | 0029 715-05597 2.000 m | 110.50000 221.00| 300.00000 600.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0030 715-46020 1.000 EACH| 325.00000 325.00| 600.00000 600.00| PIPE END SECTION, 600 mm | | | 0031 722-51842 382.000 m2 | 53.71000 20517.22| 100.00000 38200.00| BRIDGE DECK OVERLAY | | | 0032 722-51846 7.600 m3 | 395.00000 3002.00| 395.00000 3002.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 130.000 m2 | 81.60000 10608.00| 80.00000 10400.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 345.000 m2 | 7.25000 2501.25| 10.00000 3450.00| SURFACE MILLING | | | 0035 729-51875 1.000 m2 | 925.00000 925.00| 2500.00000 2500.00| CONCRETE, A, PATCHING | | | 0036 801-01851 LUMP| 34300.00000 34300.00| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-04308 2.000 EACH| 176.00000 352.00| 200.00000 400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06203 848.000 m | 0.38000 322.24| 0.40000 339.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 219.000 m | 3.54000 775.26| 3.50000 766.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 335 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 321,526.25 ROUTE : SR 62 CALL ORDER : 335 CONTRACT ID : B -25325-A COUNTIES : JEFFERSON LETTING DATE : 04/24/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 2.000 EACH| 77.00000 154.00| 100.00000 200.00| BARRICADE, IIIA | | | 0041 801-06640 28.000 EACH| 74.00000 2072.00| 75.00000 2100.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 12.000 EACH| 60.00000 720.00| 35.00000 420.00| CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 8400.00000 8400.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0044 801-97643 259.000 m | 18.10000 4687.90| 20.00000 5180.00| TEMPORARY BUZZ STRIPS | | | 0045 808-06713 498.000 m | 0.29000 144.42| 0.30000 149.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 546.000 m | 0.29000 158.34| 0.30000 163.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 500.000 m | 1.94000 970.00| 2.00000 1000.00| LINE, REMOVE | | | SECTION TOTALS | $ 328,676.63| $ 373,162.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 328,676.63| $ 373,162.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0991008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 475,831.43 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 497,016.74 104.4522% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 498,486.96 104.7612% 4 35-1374866 PRIMCO, INC. $ 503,197.38 105.7511% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |MCCOY, R.L., 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 8.000 MOS | 1100.00000 8800.00| 500.00000 4000.00| 1650.00000 13200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4100.00000 4100.00| 12000.00000 12000.00| 3700.00000 3700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 24850.00000 24850.00| 24900.00000 24900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 444.400 m2 | 11.00000 4888.40| 18.00000 7999.20| 26.00000 11554.40 PAVEMENT, REMOVE | | | 0005 202-02241 428.000 m | 7.90000 3381.20| 8.00000 3424.00| 7.50000 3210.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 96160.00000 96160.00| 106000.00000 106000.00| 63400.00000 63400.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 658.500 m2 | 4.50000 2963.25| 8.00000 5268.00| 10.40000 6848.40 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 769.000 m2 | 4.50000 3460.50| 6.00000 4614.00| 1.20000 922.80 SURFACE MILLING, ASPHALT | | | 0009 202-60822 658.500 m2 | 4.50000 2963.25| 5.00000 3292.50| 1.20000 790.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 200.00000 200.00| 800.00000 800.00| 310.00000 310.00 INLET, REMOVE | | | 0011 202-94810 2.000 EACH| 100.00000 200.00| 1200.00000 2400.00| 380.00000 760.00 CURB TURNOUT, REMOVE | | | 0012 304-06464 70.400 m3 | 20.00000 1408.00| 38.00000 2675.20| 51.50000 3625.60 SUBBASE FOR PCCP | | | 0013 406-05520 0.600 Mg | 185.00000 111.00| 450.00000 270.00| 450.00000 270.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01522 6.000 EACH| 1210.00000 7260.00| 1200.00000 7200.00| 1150.00000 6900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-03578 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 950.00000 3800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0016 601-04746 1.000 EACH| 5100.00000 5100.00| 5000.00000 5000.00| 4850.00000 4850.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 2.000 EACH| 2260.00000 4520.00| 2200.00000 4400.00| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-94690 1.000 EACH| 3310.00000 3310.00| 3250.00000 3250.00| 3150.00000 3150.00 GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 270.510 m | 32.55000 8805.10| 31.00000 8385.81| 31.00000 8385.81 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 601-99108 72.390 m | 48.30000 3496.44| 46.00000 3329.94| 46.00000 3329.94 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0021 602-06639 305.000 m | 73.40000 22387.00| 85.00000 25925.00| 84.50000 25772.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 28.000 EACH| 10.50000 294.00| 10.00000 280.00| 25.00000 700.00 BARRIER DELINEATOR | | | 0023 610-05527 885.700 Mg | 54.00000 47827.80| 25.00000 22142.50| 65.00000 57570.50 HMA FOR APPROACHES | | | 0024 610-06257 469.200 m2 | 52.00000 24398.40| 73.00000 34251.60| 50.00000 23460.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 23.800 m2 | 2.75000 65.45| 4.00000 95.20| 4.35000 103.53 GEOTEXTILES | | | 0026 616-06405 14.700 Mg | 19.85000 291.80| 38.00000 558.60| 25.65000 377.06 RIPRAP, REVETMENT | | | 0027 702-51863 912.000 EACH| 10.00000 9120.00| 8.00000 7296.00| 5.30000 4833.60 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 6282.000 kg | 1.10000 6910.20| 1.15000 7224.30| 1.20000 7538.40 REINFORCING STEEL | | | 0029 703-51032 16422.000 kg | 1.20000 19706.40| 1.25000 20527.50| 1.30000 21348.60 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 48.000 EACH| 15.00000 720.00| 18.00000 864.00| 15.75000 756.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 85.000 m3 | 510.00000 43350.00| 600.00000 51000.00| 520.00000 44200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 8.000 EACH| 900.00000 7200.00| 1800.00000 14400.00| 1300.00000 10400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-51025 146.000 m | 101.00000 14746.00| 135.00000 19710.00| 148.00000 21608.00 CONCRETE, C, RAILING | | | 0034 708-51813 16.000 m2 | 610.00000 9760.00| 580.00000 9280.00| 580.00000 9280.00 PNEUMATICALLY PLACED MORTAR | | | 0035 708-51814 8.000 m2 | 33.00000 264.00| 30.00000 240.00| 30.00000 240.00 WELDED STEEL WIRE FABRIC | | | 0036 709-51821 LUMP| 5300.00000 5300.00| 5000.00000 5000.00| 4820.00000 4820.00 SURFACE SEAL | | | 0037 720-44296 1.000 EACH| 400.00000 400.00| 600.00000 600.00| 365.00000 365.00 CAP INLET | | | 0038 722-51401 40.000 m2 | 100.00000 4000.00| 100.00000 4000.00| 370.00000 14800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 846.700 m2 | 42.00000 35561.40| 34.00000 28787.80| 55.30000 46822.51 BRIDGE DECK OVERLAY | | | 0040 722-51846 7.600 m3 | 395.00000 3002.00| 395.00000 3002.00| 509.00000 3868.40 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 100.000 m2 | 75.00000 7500.00| 50.00000 5000.00| 60.00000 6000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 801-01093 8.000 EACH| 871.50000 6972.00| 1070.00000 8560.00| 830.00000 6640.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0043 801-04308 2.000 EACH| 263.55000 527.10| 350.00000 700.00| 251.00000 502.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06203 1730.800 m | 0.02000 34.62| 0.01000 17.31| 0.01000 17.31 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06606 5.000 EACH| 157.50000 787.50| 150.00000 750.00| 150.00000 750.00 BARRICADE, IIIB | | | 0046 801-06640 30.000 EACH| 100.80000 3024.00| 117.50000 3525.00| 96.00000 2880.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 25.20000 50.40| 1.00000 2.00| 24.00000 48.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 180.000 DAY | 21.00000 3780.00| 15.00000 2700.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 6531.00000 6531.00| 4000.00000 4000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0050 808-06711 591.000 m | 0.67000 395.97| 0.90000 531.90| 0.64000 378.24 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 447.000 m | 0.67000 299.49| 0.90000 402.30| 0.64000 286.08 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 391.000 m | 0.67000 261.97| 0.90000 351.90| 0.64000 250.24 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06716 1024.400 m | 1.68000 1720.99| 0.95000 973.18| 1.60000 1639.04 LINE, REMOVE | | | 0054 808-75996 8.000 EACH| 25.00000 200.00| 50.00000 400.00| 18.60000 148.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 8.000 EACH| 101.85000 814.80| 95.00000 760.00| 97.00000 776.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 475,831.43| $ 497,016.74| $ 498,486.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 475,831.43| $ 497,016.74| $ 498,486.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1082.95000 8663.60| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4503.99000 4503.99| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25159.86000 25159.86| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 444.400 m2 | 20.00000 8888.00| | PAVEMENT, REMOVE | | | 0005 202-02241 428.000 m | 7.50000 3210.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 77108.16000 77108.16| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 658.500 m2 | 13.50000 8889.75| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 769.000 m2 | 8.08000 6213.52| | SURFACE MILLING, ASPHALT | | | 0009 202-60822 658.500 m2 | 7.36000 4846.56| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 499.00000 499.00| | INLET, REMOVE | | | 0011 202-94810 2.000 EACH| 341.00000 682.00| | CURB TURNOUT, REMOVE | | | 0012 304-06464 70.400 m3 | 72.57000 5108.93| | SUBBASE FOR PCCP | | | 0013 406-05520 0.600 Mg | 450.00000 270.00| | ASPHALT FOR TACK COAT | | | 0014 601-01522 6.000 EACH| 1150.00000 6900.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-03578 4.000 EACH| 950.00000 3800.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0016 601-04746 1.000 EACH| 4850.00000 4850.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 2.000 EACH| 2150.00000 4300.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-94690 1.000 EACH| 3150.00000 3150.00| | GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 270.510 m | 31.00000 8385.81| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99108 72.390 m | 46.00000 3329.94| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0021 602-06639 305.000 m | 37.30000 11376.50| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 28.000 EACH| 10.00000 280.00| | BARRIER DELINEATOR | | | 0023 610-05527 885.700 Mg | 47.29000 41884.75| | HMA FOR APPROACHES | | | 0024 610-06257 469.200 m2 | 65.00000 30498.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 23.800 m2 | 3.39000 80.68| | GEOTEXTILES | | | 0026 616-06405 14.700 Mg | 79.64000 1170.71| | RIPRAP, REVETMENT | | | 0027 702-51863 912.000 EACH| 8.32000 7587.84| | FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 6282.000 kg | 1.24000 7789.68| | REINFORCING STEEL | | | 0029 703-51032 16422.000 kg | 1.60000 26275.20| | REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 48.000 EACH| 17.46000 838.08| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 85.000 m3 | 390.00000 33150.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 8.000 EACH| 865.00000 6920.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 146.000 m | 140.00000 20440.00| | CONCRETE, C, RAILING | | | 0034 708-51813 16.000 m2 | 580.00000 9280.00| | PNEUMATICALLY PLACED MORTAR | | | 0035 708-51814 8.000 m2 | 30.00000 240.00| | WELDED STEEL WIRE FABRIC | | | 0036 709-51821 LUMP| 2650.61000 2650.61| | SURFACE SEAL | | | 0037 720-44296 1.000 EACH| 865.00000 865.00| | CAP INLET | | | 0038 722-51401 40.000 m2 | 215.00000 8600.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 846.700 m2 | 65.00000 55035.50| | BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 337 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 531,241.72 ROUTE : SR 9 CALL ORDER : 337 CONTRACT ID : B -25326-A COUNTIES : HUNTINGTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51846 7.600 m3 | 395.00000 3002.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 100.000 m2 | 170.00000 17000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 801-01093 8.000 EACH| 830.00000 6640.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0043 801-04308 2.000 EACH| 251.00000 502.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06203 1730.800 m | 0.01000 17.31| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06606 5.000 EACH| 150.00000 750.00| | BARRICADE, IIIB | | | 0046 801-06640 30.000 EACH| 96.00000 2880.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 24.00000 48.00| | CONSTRUCTION SIGN, B | | | 0048 801-06710 180.000 DAY | 20.00000 3600.00| | FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 11530.80000 11530.80| | MAINTAINING TRAFFIC | | | 0050 808-06711 591.000 m | 0.64000 378.24| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 447.000 m | 0.64000 286.08| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 391.000 m | 0.64000 250.24| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 1024.400 m | 1.60000 1639.04| | LINE, REMOVE | | | 0054 808-75996 8.000 EACH| 22.00000 176.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 8.000 EACH| 97.00000 776.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 503,197.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,197.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 326200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 423,042.55 100.0000% 2 35-0974806 SOUTHWEST ENGINEERING INC. $ 516,894.42 122.1849% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 518,277.50 122.5119% 4 35-1134435 FOERTSCH CONSTRUCTION $ 541,571.37 128.0181% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 552,765.58 130.6642% 6 35-1878024 RAGLE, INC. $ 593,189.10 140.2197% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0974806 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SOUTHWEST ENGINEERING 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 REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1100.00000 8800.00| 1250.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21250.00000 21250.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 1005.000 m3 | 12.00000 12060.00| 25.00000 25125.00| 15.00000 15075.00 EXCAVATION, COMMON | | | 0006 203-02070 505.000 m3 | 15.00000 7575.00| 25.00000 12625.00| 22.00000 11110.00 BORROW | | | 0007 203-51223 20.000 m3 | 12.00000 240.00| 40.00000 800.00| 40.00000 800.00 EXCAVATION, WATERWAY | | | 0008 205-02231 116.300 m | 20.00000 2326.00| 20.00000 2326.00| 30.00000 3489.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02234 4.000 EACH| 80.00000 320.00| 80.00000 320.00| 75.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 206-93520 205.000 m2 | 50.00000 10250.00| 45.00000 9225.00| 15.00000 3075.00 TEMPORARY SHEET PILING | | | 0011 207-02045 323.300 m3 | 7.50000 2424.75| 30.00000 9699.00| 15.00000 4849.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 3.600 m3 | 24.00000 86.40| 30.00000 108.00| 90.00000 324.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0974806 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SOUTHWEST ENGINEERING INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 21.000 m3 | 24.00000 504.00| 30.00000 630.00| 65.00000 1365.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 620.000 Mg | 18.00000 11160.00| 24.00000 14880.00| 20.00000 12400.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 300.000 Mg | 60.00000 18000.00| 80.00000 24000.00| 50.33000 15099.00 WIDENING WITH HMA | | | 0016 402-05468 730.000 Mg | 44.00000 32120.00| 45.00000 32850.00| 41.00000 29930.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 242.000 Mg | 55.00000 13310.00| 55.00000 13310.00| 52.50000 12705.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 131.000 Mg | 66.00000 8646.00| 70.00000 9170.00| 65.00000 8515.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 340.000 Mg | 60.00000 20400.00| 65.00000 22100.00| 59.00000 20060.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 784.000 m2 | 2.50000 1960.00| 2.50000 1960.00| 2.25000 1764.00 SEAL COAT, 2 | | | 0021 405-05518 465.000 m2 | 3.30000 1534.50| 3.25000 1511.25| 3.00000 1395.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3470.000 m2 | 1.10000 3817.00| 1.15000 3990.50| 1.10000 3817.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01701 1.000 EACH| 1750.00000 1750.00| 1900.00000 1900.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-04746 5.000 EACH| 5000.00000 25000.00| 8000.00000 40000.00| 7500.00000 37500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-06037 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 138.000 m | 35.00000 4830.00| 35.00000 4830.00| 32.00000 4416.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 270.000 m | 48.00000 12960.00| 43.00000 11610.00| 75.00000 20250.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 152.000 m | 45.00000 6840.00| 43.00000 6536.00| 70.00000 10640.00 TEMPORARY CONCRETE BARRIER | | | 0030 602-06729 6.000 EACH| 8.00000 48.00| 6.00000 36.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0031 610-05527 69.000 Mg | 82.50000 5692.50| 85.00000 5865.00| 80.00000 5520.00 HMA FOR APPROACHES | | | 0032 610-06257 159.200 m2 | 55.00000 8756.00| 70.00000 11144.00| 85.00000 13532.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0974806 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SOUTHWEST ENGINEERING INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 252.500 m2 | 3.00000 757.50| 4.00000 1010.00| 3.50000 883.75 GEOTEXTILES | | | 0035 616-06405 152.000 Mg | 17.50000 2660.00| 25.00000 3800.00| 35.00000 5320.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 4.300 kg | 60.00000 258.00| 62.00000 266.60| 58.00000 249.40 SEED MIXTURE, CV | | | 0038 621-06559 3908.000 m2 | 0.55000 2149.40| 0.55000 2149.40| 0.52000 2032.16 MULCHED SEEDING, R | | | 0039 621-06574 76.300 m2 | 5.00000 381.50| 5.25000 400.57| 4.80000 366.24 SODDING | | | 0040 701-02790 306.000 m | 100.00000 30600.00| 95.00000 29070.00| 100.00000 30600.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.31 mm, 356 mm | | | 0041 702-92857 14.200 m3 | 450.00000 6390.00| 675.00000 9585.00| 750.00000 10650.00 CONCRETE, C, SUBSTRUCTURE | | | 0042 703-01540 25.000 EACH| 12.00000 300.00| 10.00000 250.00| 8.00000 200.00 THREADED TIE BAR ASSEMBLY | | | 0043 703-51032 8477.000 kg | 1.50000 12715.50| 1.30000 11020.10| 1.60000 13563.20 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 176.000 EACH| 9.50000 1672.00| 12.00000 2112.00| 9.00000 1584.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 53.500 m3 | 485.00000 25947.50| 675.00000 36112.50| 850.00000 45475.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1000.00000 4000.00| 850.00000 3400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 7.700 m3 | 480.00000 3696.00| 550.00000 4235.00| 600.00000 4620.00 CONCRETE, C, RAILING | | | 0048 707-05967 75.100 m2 | 320.00000 24032.00| 420.00000 31542.00| 535.00000 40178.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0049 709-51821 LUMP| 2600.00000 2600.00| 2300.00000 2300.00| 2125.00000 2125.00 SURFACE SEAL | | | 0050 715-05169 22.000 m | 45.00000 990.00| 60.00000 1320.00| 90.00000 1980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 32.000 m | 5.00000 160.00| 26.00000 832.00| 60.00000 1920.00 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0974806 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|SOUTHWEST ENGINEERING INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-46005 6.000 EACH| 200.00000 1200.00| 150.00000 900.00| 560.00000 3360.00 PIPE END SECTION, 375 mm | | | 0053 801-01851 LUMP| 12750.00000 12750.00| 19800.00000 19800.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0054 801-06203 640.000 m | 1.60000 1024.00| 1.10000 704.00| 1.10000 704.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0055 801-06207 2405.000 m | 3.20000 7696.00| 3.00000 7215.00| 3.00000 7215.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0056 801-06218 7.000 m | 24.00000 168.00| 20.00000 140.00| 20.00000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0057 801-06606 6.000 EACH| 120.00000 720.00| 100.00000 600.00| 100.00000 600.00 BARRICADE, IIIB | | | 0058 801-06640 14.000 EACH| 120.00000 1680.00| 70.00000 980.00| 70.00000 980.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH| 55.00000 330.00| 35.00000 210.00| 35.00000 210.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 4500.00000 4500.00| 17000.00000 17000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0061 808-06712 75.000 m | 2.00000 150.00| 1.05000 78.75| 0.95000 71.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 600.000 m | 1.00000 600.00| 1.05000 630.00| 0.95000 570.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 435.000 m | 3.00000 1305.00| 1.45000 630.75| 1.50000 652.50 LINE, REMOVE | | | SECTION TOTALS | $ 423,042.55| $ 516,894.42| $ 518,277.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 423,042.55| $ 516,894.42| $ 518,277.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1250.00000 10000.00| 1780.00000 14240.00| 1000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 12200.00000 12200.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 27500.00000 27500.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 35000.00000 35000.00| 8950.00000 8950.00| 16500.00000 16500.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 1005.000 m3 | 10.00000 10050.00| 9.20000 9246.00| 20.00000 20100.00 EXCAVATION, COMMON | | | 0006 203-02070 505.000 m3 | 14.00000 7070.00| 15.40000 7777.00| 20.00000 10100.00 BORROW | | | 0007 203-51223 20.000 m3 | 15.00000 300.00| 10.50000 210.00| 20.00000 400.00 EXCAVATION, WATERWAY | | | 0008 205-02231 116.300 m | 5.00000 581.50| 37.00000 4303.10| 50.00000 5815.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02234 4.000 EACH| 100.00000 400.00| 86.00000 344.00| 50.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 206-93520 205.000 m2 | 27.50000 5637.50| 188.00000 38540.00| 190.00000 38950.00 TEMPORARY SHEET PILING | | | 0011 207-02045 323.300 m3 | 3.50000 1131.55| 7.60000 2457.08| 6.00000 1939.80 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 211-02060 3.600 m3 | 75.00000 270.00| 42.00000 151.20| 20.00000 72.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 211-06467 21.000 m3 | 35.00000 735.00| 37.00000 777.00| 62.00000 1302.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 620.000 Mg | 26.40000 16368.00| 25.60000 15872.00| 20.00000 12400.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05206 300.000 Mg | 80.00000 24000.00| 53.00000 15900.00| 75.00000 22500.00 WIDENING WITH HMA | | | 0016 402-05468 730.000 Mg | 45.10000 32923.00| 43.00000 31390.00| 41.00000 29930.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 242.000 Mg | 57.75000 13975.50| 55.00000 13310.00| 52.50000 12705.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 131.000 Mg | 71.50000 9366.50| 69.00000 9039.00| 65.00000 8515.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 340.000 Mg | 64.90000 22066.00| 62.50000 21250.00| 59.00000 20060.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 784.000 m2 | 2.48000 1944.32| 2.25000 1764.00| 2.25000 1764.00 SEAL COAT, 2 | | | 0021 405-05518 465.000 m2 | 3.10000 1441.50| 3.00000 1395.00| 3.00000 1395.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3470.000 m2 | 1.21000 4198.70| 1.40000 4858.00| 1.10000 3817.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1485.00000 5940.00| 1645.00000 6580.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01701 1.000 EACH| 1870.00000 1870.00| 1960.00000 1960.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-04746 5.000 EACH| 8250.00000 41250.00| 8430.00000 42150.00| 7500.00000 37500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-06037 3.000 EACH| 770.00000 2310.00| 900.00000 2700.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 138.000 m | 35.20000 4857.60| 49.00000 6762.00| 32.00000 4416.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 270.000 m | 85.00000 22950.00| 112.00000 30240.00| 110.00000 29700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 152.000 m | 67.00000 10184.00| 92.00000 13984.00| 100.00000 15200.00 TEMPORARY CONCRETE BARRIER | | | 0030 602-06729 6.000 EACH| 7.70000 46.20| 8.00000 48.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0031 610-05527 69.000 Mg | 88.00000 6072.00| 86.00000 5934.00| 80.00000 5520.00 HMA FOR APPROACHES | | | 0032 610-06257 159.200 m2 | 64.00000 10188.80| 67.00000 10666.40| 60.00000 9552.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 611-06497 3.000 EACH| 203.50000 610.50| 155.00000 465.00| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 252.500 m2 | 2.00000 505.00| 2.80000 707.00| 2.00000 505.00 GEOTEXTILES | | | 0035 616-06405 152.000 Mg | 22.50000 3420.00| 26.70000 4058.40| 25.00000 3800.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 750.00000 1500.00| 690.00000 1380.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 4.300 kg | 60.00000 258.00| 62.00000 266.60| 58.00000 249.40 SEED MIXTURE, CV | | | 0038 621-06559 3908.000 m2 | 1.50000 5862.00| 0.56000 2188.48| 0.52000 2032.16 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06574 76.300 m2 | 10.00000 763.00| 5.00000 381.50| 4.80000 366.24 SODDING | | | 0040 701-02790 306.000 m | 95.00000 29070.00| 116.00000 35496.00| 115.00000 35190.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.31 mm, 356 mm | | | 0041 702-92857 14.200 m3 | 800.00000 11360.00| 775.00000 11005.00| 700.00000 9940.00 CONCRETE, C, SUBSTRUCTURE | | | 0042 703-01540 25.000 EACH| 13.75000 343.75| 8.50000 212.50| 12.00000 300.00 THREADED TIE BAR ASSEMBLY | | | 0043 703-51032 8477.000 kg | 1.65000 13987.05| 1.76000 14919.52| 1.75000 14834.75 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 176.000 EACH| 18.50000 3256.00| 16.40000 2886.40| 14.00000 2464.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 53.500 m3 | 725.00000 38787.50| 592.00000 31672.00| 950.00000 50825.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1500.00000 6000.00| 1410.00000 5640.00| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 7.700 m3 | 700.00000 5390.00| 460.00000 3542.00| 450.00000 3465.00 CONCRETE, C, RAILING | | | 0048 707-05967 75.100 m2 | 335.00000 25158.50| 384.00000 28838.40| 550.00000 41305.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0049 709-51821 LUMP| 2500.00000 2500.00| 4580.00000 4580.00| 2800.00000 2800.00 SURFACE SEAL | | | 0050 715-05169 22.000 m | 82.50000 1815.00| 96.00000 2112.00| 90.00000 1980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 32.000 m | 30.00000 960.00| 23.00000 736.00| 35.00000 1120.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-46005 6.000 EACH| 300.00000 1800.00| 276.00000 1656.00| 220.00000 1320.00 PIPE END SECTION, 375 mm | | | 0053 801-01851 LUMP| 20750.00000 20750.00| 19500.00000 19500.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0054 801-06203 640.000 m | 1.21000 774.40| 1.30000 832.00| 1.10000 704.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0055 801-06207 2405.000 m | 3.30000 7936.50| 3.20000 7696.00| 3.00000 7215.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0056 801-06218 7.000 m | 22.00000 154.00| 22.00000 154.00| 20.00000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0057 801-06606 6.000 EACH| 110.00000 660.00| 37.00000 222.00| 100.00000 600.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 343 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 532,578.26 ROUTE : SR 166 CALL ORDER : 343 CONTRACT ID : B -25329-A COUNTIES : PERRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1009310 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06640 14.000 EACH| 77.00000 1078.00| 73.00000 1022.00| 70.00000 980.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH| 38.50000 231.00| 38.00000 228.00| 35.00000 210.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0061 808-06712 75.000 m | 1.05000 78.75| 1.00000 75.00| 0.95000 71.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 600.000 m | 1.05000 630.00| 1.00000 600.00| 0.95000 570.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 435.000 m | 1.85000 804.75| 1.60000 696.00| 1.50000 652.50 LINE, REMOVE | | | SECTION TOTALS | $ 541,571.37| $ 552,765.58| $ 593,189.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,571.37| $ 552,765.58| $ 593,189.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 345 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,516.98 ROUTE : SR 39 CALL ORDER : 345 CONTRACT ID : B -25330-A COUNTIES : PULASKI WHITE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3966009 3991001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 278,631.15 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 311,113.06 111.6576% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 | |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 2270.00000 9080.00| 1500.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13900.00000 13900.00| 18000.00000 18000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-51328 LUMP| 8500.00000 8500.00| 9500.00000 9500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 8500.00000 8500.00| 9500.00000 9500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 203-02000 360.000 m3 | 45.00000 16200.00| 16.00000 5760.00| EXCAVATION, COMMON | | | 0009 205-02224 645.000 m | 4.92000 3173.40| 9.00000 5805.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 303-52308 1025.000 Mg | 19.50000 19987.50| 17.00000 17425.00| COMPACTED AGGREGATE, O, 53 | | | 0011 402-05481 245.000 Mg | 75.55000 18509.75| 85.00000 20825.00| HMA BASE 25.0 mm, SHOULDER | | | 0012 404-05511 1345.000 m2 | 4.50000 6052.50| 6.00000 8070.00| SEAL COAT, 2 | | | 0013 601-01522 8.000 EACH| 1150.00000 9200.00| 1550.00000 12400.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 345 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,516.98 ROUTE : SR 39 CALL ORDER : 345 CONTRACT ID : B -25330-A COUNTIES : PULASKI WHITE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 | |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01846 1.000 EACH| 1750.00000 1750.00| 1910.00000 1910.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-04746 8.000 EACH| 4350.00000 34800.00| 5200.00000 41600.00| ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 7.000 EACH| 2150.00000 15050.00| 2500.00000 17500.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 2.000 EACH| 750.00000 1500.00| 1600.00000 3200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 255.270 m | 31.48000 8035.90| 38.00000 9700.26| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06646 400.000 m | 80.00000 32000.00| 66.00000 26400.00| TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 8.000 EACH| 14.00000 112.00| 12.00000 96.00| BARRIER DELINEATOR | | | 0021 616-02320 485.000 m2 | 2.95000 1430.75| 4.00000 1940.00| GEOTEXTILES | | | 0022 616-05688 335.000 Mg | 27.25000 9128.75| 54.00000 18090.00| RIPRAP, CLASS 1 | | | 0023 616-06405 30.000 Mg | 18.30000 549.00| 30.00000 900.00| RIPRAP, REVETMENT | | | 0024 621-06574 485.000 m2 | 4.90000 2376.50| 6.00000 2910.00| SODDING | | | 0025 702-04433 4.000 EACH| 95.00000 380.00| 300.00000 1200.00| FLOOR DRAIN, PVC, 150 mm | | | 0026 702-51863 96.000 EACH| 8.50000 816.00| 12.00000 1152.00| FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51032 2022.000 kg | 1.55000 3134.10| 1.90000 3841.80| REINFORCING STEEL, EPOXY COATED | | | 0028 704-51002 3.000 m3 | 2310.00000 6930.00| 1500.00000 4500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 8.000 EACH| 1300.00000 10400.00| 1500.00000 12000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0030 706-51025 1.600 m | 280.00000 448.00| 400.00000 640.00| CONCRETE, C, RAILING | | | 0031 708-51813 8.000 m2 | 825.00000 6600.00| 1000.00000 8000.00| PNEUMATICALLY PLACED MORTAR | | | 0032 708-51814 8.000 m2 | 25.00000 200.00| 30.00000 240.00| WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 345 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 323,516.98 ROUTE : SR 39 CALL ORDER : 345 CONTRACT ID : B -25330-A COUNTIES : PULASKI WHITE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1386990 | |PIONEER ASSOCIATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 1400.00000 1400.00| 2000.00000 2000.00| SURFACE SEAL , STR NO 1 | | | 0034 709-51821 LUMP| 1400.00000 1400.00| 2000.00000 2000.00| SURFACE SEAL , STR NO 2 | | | 0035 801-06207 3230.000 m | 2.90000 9367.00| 3.30000 10659.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06606 16.000 EACH| 65.00000 1040.00| 95.00000 1520.00| BARRICADE, IIIB | | | 0037 801-06640 32.000 EACH| 50.00000 1600.00| 85.00000 2720.00| CONSTRUCTION SIGN, A | | | 0038 801-06645 12.000 EACH| 25.00000 300.00| 48.00000 576.00| CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | 0040 808-06712 50.000 m | 1.60000 80.00| 2.10000 105.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0041 808-06713 360.000 m | 1.60000 576.00| 2.10000 756.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06716 320.000 m | 1.95000 624.00| 2.10000 672.00| LINE, REMOVE | | | SECTION TOTALS | $ 278,631.15| $ 311,113.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,631.15| $ 311,113.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 355 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,500.00 ROUTE : I-64 CALL ORDER : 355 CONTRACT ID : B -25381-A COUNTIES : GIBSON WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 234,449.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 291,290.00 124.2445% 3 35-1841931 VENUS PAINTING COMPANY $ 293,500.00 125.1871% 4 35-1645115 THREE STAR PAINTING $ 303,204.94 129.3266% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 318,956.00 136.0449% 6 35-2019240 CENTRAL PAINTING, INC. $ 337,000.00 143.7412% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 1.00000 6.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 14570.00000 14570.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 10.000 EACH| 25.00000 250.00| 1.00000 10.00| 50.00000 500.00 DRAIN EXTENSION | | | 0004 619-51859 LUMP| 15965.00000 15965.00| 16125.00000 16125.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 15965.00000 15965.00| 16125.00000 16125.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 12859.00000 12859.00| 11425.00000 11425.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 11181.00000 11181.00| 9655.00000 9655.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 11181.00000 11181.00| 9655.00000 9655.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-61000 LUMP| 31929.00000 31929.00| 52875.00000 52875.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0010 619-61000 LUMP| 31929.00000 31929.00| 52875.00000 52875.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0011 619-61000 LUMP| 25718.00000 25718.00| 37454.00000 37454.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0012 619-61000 LUMP| 22361.00000 22361.00| 31650.00000 31650.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0013 619-61000 LUMP| 22361.00000 22361.00| 31365.00000 31365.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 355 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,500.00 ROUTE : I-64 CALL ORDER : 355 CONTRACT ID : B -25381-A COUNTIES : GIBSON WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0015 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0016 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0017 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0018 619-93423 LUMP| 1500.00000 1500.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0019 709-51821 LUMP| 250.00000 250.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0020 709-51821 LUMP| 250.00000 250.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0021 709-51821 LUMP| 150.00000 150.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0022 709-51821 LUMP| 150.00000 150.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0023 709-51821 LUMP| 150.00000 150.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0024 801-06775 LUMP| 1550.00000 1550.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0025 801-06775 LUMP| 1550.00000 1550.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0026 801-06775 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0027 801-06775 LUMP| 900.00000 900.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0028 801-06775 LUMP| 900.00000 900.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | SECTION TOTALS | $ 234,449.00| $ 291,290.00| $ 293,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,449.00| $ 291,290.00| $ 293,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 355 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,500.00 ROUTE : I-64 CALL ORDER : 355 CONTRACT ID : B -25381-A COUNTIES : GIBSON WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-1778430 |(6) 35-2019240 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 6.000 MOS | 500.00000 3000.00| 500.00000 3000.00| 750.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 15156.00000 15156.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 10.000 EACH| 20.00000 200.00| 20.00000 200.00| 50.00000 500.00 DRAIN EXTENSION | | | 0004 619-51859 LUMP| 7877.66000 7877.66| 33000.00000 33000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 7877.66000 7877.66| 33000.00000 33000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 4611.32000 4611.32| 22000.00000 22000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 4066.93000 4066.93| 18800.00000 18800.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 4066.93000 4066.93| 18800.00000 18800.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-61000 LUMP| 66960.10000 66960.10| 40000.00000 40000.00| 46000.00000 46000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0010 619-61000 LUMP| 66960.10000 66960.10| 40000.00000 40000.00| 46000.00000 46000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0011 619-61000 LUMP| 39196.16000 39196.16| 30000.00000 30000.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0012 619-61000 LUMP| 34568.83000 34568.83| 25000.00000 25000.00| 28000.00000 28000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0013 619-61000 LUMP| 34568.83000 34568.83| 25000.00000 25000.00| 28000.00000 28000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0014 619-93423 LUMP| 1312.95000 1312.95| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0015 619-93423 LUMP| 1312.95000 1312.95| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0016 619-93423 LUMP| 768.56000 768.56| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0017 619-93423 LUMP| 677.84000 677.84| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0018 619-93423 LUMP| 677.84000 677.84| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0019 709-51821 LUMP| 1312.95000 1312.95| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0020 709-51821 LUMP| 1312.95000 1312.95| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 355 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,500.00 ROUTE : I-64 CALL ORDER : 355 CONTRACT ID : B -25381-A COUNTIES : GIBSON WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-1778430 |(6) 35-2019240 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 709-51821 LUMP| 768.56000 768.56| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0022 709-51821 LUMP| 677.84000 677.84| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0023 709-51821 LUMP| 677.84000 677.84| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0024 801-06775 LUMP| 1312.95000 1312.95| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0025 801-06775 LUMP| 1312.95000 1312.95| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0026 801-06775 LUMP| 768.56000 768.56| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0027 801-06775 LUMP| 677.84000 677.84| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0028 801-06775 LUMP| 677.84000 677.84| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | SECTION TOTALS | $ 303,204.94| $ 318,956.00| $ 337,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 303,204.94| $ 318,956.00| $ 337,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 357 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,000.00 ROUTE : SR 66 AND SR 162 CALL ORDER : 357 CONTRACT ID : B -25382-A COUNTIES : DUBOIS WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 318,730.06 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 323,880.00 101.6157% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 347,000.00 108.8695% 4 35-1841931 VENUS PAINTING COMPANY $ 397,000.00 124.5568% 5 35-2019240 CENTRAL PAINTING, INC. $ 455,400.00 142.8795% ==================================================================================================================================== |(1) 35-1645115 |(2) 35-1131315 |(3) 35-1602596 |THREE STAR PAINTING |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 6.000 MOS | 500.00000 3000.00| 1400.00000 8400.00| 1.00000 6.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15772.50000 15772.50| 20000.00000 20000.00| 17350.00000 17350.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 14.000 EACH| 20.00000 280.00| 25.00000 350.00| 1.00000 14.00 DRAIN EXTENSION | | | 0004 619-51859 LUMP| 14748.75000 14748.75| 36055.00000 36055.00| 38715.00000 38715.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 14748.75000 14748.75| 36055.00000 36055.00| 38715.00000 38715.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 470.25000 470.25| 19854.00000 19854.00| 700.00000 700.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-61000 LUMP| 128280.64000 128280.64| 72109.00000 72109.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0008 619-61000 LUMP| 128280.64000 128280.64| 72109.00000 72109.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0009 619-61000 LUMP| 3997.13000 3997.13| 39708.00000 39708.00| 7000.00000 7000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0010 619-93423 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 500.00000 500.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0011 619-93423 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 500.00000 500.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0012 619-93423 LUMP| 78.38000 78.38| 5000.00000 5000.00| 500.00000 500.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0013 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 357 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,000.00 ROUTE : SR 66 AND SR 162 CALL ORDER : 357 CONTRACT ID : B -25382-A COUNTIES : DUBOIS WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1645115 |(2) 35-1131315 |(3) 35-1602596 |THREE STAR PAINTING |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0015 709-51821 LUMP| 78.38000 78.38| 100.00000 100.00| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0016 801-06775 LUMP| 2458.13000 2458.13| 1770.00000 1770.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0017 801-06775 LUMP| 2458.13000 2458.13| 1770.00000 1770.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0018 801-06775 LUMP| 78.38000 78.38| 5000.00000 5000.00| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | SECTION TOTALS | $ 318,730.06| $ 323,880.00| $ 347,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,730.06| $ 323,880.00| $ 347,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 357 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,000.00 ROUTE : SR 66 AND SR 162 CALL ORDER : 357 CONTRACT ID : B -25382-A COUNTIES : DUBOIS WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-2019240 | |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 750.00000 4500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 14.000 EACH| 50.00000 700.00| 50.00000 700.00| DRAIN EXTENSION | | | 0004 619-51859 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-61000 LUMP| 98000.00000 98000.00| 112000.00000 112000.00| CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0008 619-61000 LUMP| 98000.00000 98000.00| 112000.00000 112000.00| CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0009 619-61000 LUMP| 98000.00000 98000.00| 80000.00000 80000.00| CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0010 619-93423 LUMP| 2000.00000 2000.00| 900.00000 900.00| POLLUTION CONTROL STRUCTURE NO. 1 | | | 0011 619-93423 LUMP| 2000.00000 2000.00| 900.00000 900.00| POLLUTION CONTROL STRUCTURE NO. 2 | | | 0012 619-93423 LUMP| 2000.00000 2000.00| 500.00000 500.00| POLLUTION CONTROL STRUCTURE NO. 3 | | | 0013 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| SURFACE SEAL STRUCTURE NO. 1 | | | 0014 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| SURFACE SEAL STRUCTURE NO. 2 | | | 0015 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| SURFACE SEAL STRUCTURE NO. 3 | | | 0016 801-06775 LUMP| 400.00000 400.00| 1000.00000 1000.00| MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0017 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0018 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | SECTION TOTALS | $ 397,000.00| $ 455,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,000.00| $ 455,400.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 367 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,571.23 ROUTE : MUSEUM ROAD CALL ORDER : 367 CONTRACT ID : B -25414-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY, INC. REJECTED $ 279,298.20 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. AWARDED $ 321,501.50 115.1104% 3 35-1447641 STRUCTURE CONTRACTORS $ 366,856.00 131.3492% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 373,637.60 133.7773% 5 35-1609544 SCHUTT-LOOKABILL CO $ 394,288.31 141.1710% 6 35-1801998 CLR, INC. $ 441,210.80 157.9712% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1364963 |(3) 35-1447641 |JOHNSON COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 1097.00000 4388.00| 1000.00000 4000.00| 1200.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9700.00000 9700.00| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 16000.00000 16000.00| 18300.00000 18300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 1200.00000 1200.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 893.000 m3 | 7.40000 6608.20| 13.50000 12055.50| 12.00000 10716.00 EXCAVATION, COMMON | | | 0006 206-51225 190.000 m3 | 16.00000 3040.00| 15.00000 2850.00| 6.00000 1140.00 EXCAVATION, DRY | | | 0007 210-05721 LUMP| 9500.00000 9500.00| 8000.00000 8000.00| 15000.00000 15000.00 FIRE RETARDANT TREATMENT | | | 0008 210-05811 12.000 EACH| 450.00000 5400.00| 1000.00000 12000.00| 1200.00000 14400.00 REPAIR SPLICES IN LOWER CHORDS | | | 0009 210-06195 LUMP| 36800.00000 36800.00| 35000.00000 35000.00| 65000.00000 65000.00 MASONRY WORK , CLADDING | | | 0010 210-06979 LUMP| 6200.00000 6200.00| 7300.00000 7300.00| 6000.00000 6000.00 NEW BRIDGE RAIL | | | 0011 210-06980 LUMP| 19000.00000 19000.00| 17500.00000 17500.00| 17000.00000 17000.00 MOVE BRIDGE | | | 0012 210-06981 LUMP| 3500.00000 3500.00| 1500.00000 1500.00| 3400.00000 3400.00 TIGHTEN BOLTS IN TRUSS | | | 0013 210-06982 4.000 EACH| 3630.00000 14520.00| 4000.00000 16000.00| 3500.00000 14000.00 BRACE , SWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 367 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,571.23 ROUTE : MUSEUM ROAD CALL ORDER : 367 CONTRACT ID : B -25414-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1364963 |(3) 35-1447641 |JOHNSON COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-06983 3.000 EACH| 2500.00000 7500.00| 3200.00000 9600.00| 3500.00000 10500.00 CUPOLA | | | 0015 210-06984 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00| 200.00000 1200.00 ADJUST VERTICAL RODS | | | 0016 211-02060 32.000 m3 | 19.00000 608.00| 26.00000 832.00| 40.00000 1280.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 45.000 Mg | 15.00000 675.00| 21.00000 945.00| 35.00000 1575.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 300.000 Mg | 15.90000 4770.00| 17.50000 5250.00| 25.00000 7500.00 COMPACTED AGGREGATE, O, 53 | | | 0019 621-01004 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 280.00000 560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 1800.000 m2 | 0.81000 1458.00| 1.00000 1800.00| 1.00000 1800.00 MULCHED SEEDING, R | | | 0021 702-51005 51.000 m3 | 390.00000 19890.00| 390.00000 19890.00| 350.00000 17850.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51015 29.400 m3 | 310.00000 9114.00| 330.00000 9702.00| 200.00000 5880.00 CONCRETE, B, FOOTINGS | | | 0023 703-51030 3290.000 kg | 1.50000 4935.00| 1.30000 4277.00| 2.00000 6580.00 REINFORCING STEEL | | | 0024 711-05396 LUMP| 18032.00000 18032.00| 45000.00000 45000.00| 53300.00000 53300.00 REPLACE ROOF | | | 0025 711-05396 LUMP| 39405.00000 39405.00| 45600.00000 45600.00| 44700.00000 44700.00 REPLACE SIDING | | | 0026 712-05853 52.000 EACH| 142.00000 7384.00| 225.00000 11700.00| 150.00000 7800.00 FLOOR BEAMS , NEW | | | 0027 712-05854 LUMP| 26496.00000 26496.00| 27500.00000 27500.00| 28000.00000 28000.00 BRIDGE DECK , NEW | | | 0028 715-05407 25.000 m | 9.00000 225.00| 12.00000 300.00| 15.00000 375.00 PIPE, END BENT DRAIN, 150 mm | | | 0029 801-06605 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 100.00000 200.00 BARRICADE, IIIA | | | SECTION TOTALS | $ 279,298.20| $ 321,501.50| $ 366,856.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,298.20| $ 321,501.50| $ 366,856.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 367 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,571.23 ROUTE : MUSEUM ROAD CALL ORDER : 367 CONTRACT ID : B -25414-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1801998 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 4.000 MOS | 2250.00000 9000.00| 1471.43000 5885.72| 2940.00000 11760.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4900.00000 4900.00| 5613.30000 5613.30| 2250.00000 2250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18650.00000 18650.00| 19714.42000 19714.42| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9325.00000 9325.00| 7678.48000 7678.48| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 893.000 m3 | 8.00000 7144.00| 11.45000 10224.85| 12.50000 11162.50 EXCAVATION, COMMON | | | 0006 206-51225 190.000 m3 | 15.00000 2850.00| 20.63000 3919.70| 15.00000 2850.00 EXCAVATION, DRY | | | 0007 210-05721 LUMP| 14400.00000 14400.00| 7852.95000 7852.95| 7200.00000 7200.00 FIRE RETARDANT TREATMENT | | | 0008 210-05811 12.000 EACH| 1070.00000 12840.00| 2305.16000 27661.92| 1497.00000 17964.00 REPAIR SPLICES IN LOWER CHORDS | | | 0009 210-06195 LUMP| 83000.00000 83000.00| 63730.80000 63730.80| 65000.00000 65000.00 MASONRY WORK , CLADDING | | | 0010 210-06979 LUMP| 4950.00000 4950.00| 7145.96000 7145.96| 6950.00000 6950.00 NEW BRIDGE RAIL | | | 0011 210-06980 LUMP| 13000.00000 13000.00| 28403.55000 28403.55| 39500.00000 39500.00 MOVE BRIDGE | | | 0012 210-06981 LUMP| 6500.00000 6500.00| 4322.30000 4322.30| 3500.00000 3500.00 TIGHTEN BOLTS IN TRUSS | | | 0013 210-06982 4.000 EACH| 3100.00000 12400.00| 2586.40000 10345.60| 5500.00000 22000.00 BRACE , SWAY | | | 0014 210-06983 3.000 EACH| 2900.00000 8700.00| 2986.07000 8958.21| 3500.00000 10500.00 CUPOLA | | | 0015 210-06984 6.000 EACH| 990.00000 5940.00| 395.51000 2373.06| 250.00000 1500.00 ADJUST VERTICAL RODS | | | 0016 211-02060 32.000 m3 | 40.00000 1280.00| 35.37000 1131.84| 30.00000 960.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 45.000 Mg | 34.00000 1530.00| 32.53000 1463.85| 38.50000 1732.50 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 300.000 Mg | 19.00000 5700.00| 33.67000 10101.00| 37.50000 11250.00 COMPACTED AGGREGATE, O, 53 | | | 0019 621-01004 2.000 EACH| 300.00000 600.00| 317.52000 635.04| 225.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 367 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,571.23 ROUTE : MUSEUM ROAD CALL ORDER : 367 CONTRACT ID : B -25414-A COUNTIES : HAMILTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1801998 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06559 1800.000 m2 | 0.74000 1332.00| 0.84000 1512.00| 1.25000 2250.00 MULCHED SEEDING, R | | | 0021 702-51005 51.000 m3 | 486.00000 24786.00| 464.00000 23664.00| 620.00000 31620.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51015 29.400 m3 | 349.00000 10260.60| 462.00000 13582.80| 430.00000 12642.00 CONCRETE, B, FOOTINGS | | | 0023 703-51030 3290.000 kg | 1.30000 4277.00| 1.50000 4935.00| 2.62000 8619.80 REINFORCING STEEL | | | 0024 711-05396 LUMP| 32000.00000 32000.00| 27866.94000 27866.94| 54000.00000 54000.00 REPLACE ROOF | | | 0025 711-05396 LUMP| 40000.00000 40000.00| 56758.87000 56758.87| 45000.00000 45000.00 REPLACE SIDING | | | 0026 712-05853 52.000 EACH| 250.00000 13000.00| 194.53000 10115.56| 150.00000 7800.00 FLOOR BEAMS , NEW | | | 0027 712-05854 LUMP| 24700.00000 24700.00| 27950.79000 27950.79| 26500.00000 26500.00 BRIDGE DECK , NEW | | | 0028 715-05407 25.000 m | 11.00000 275.00| 20.52000 513.00| 26.00000 650.00 PIPE, END BENT DRAIN, 150 mm | | | 0029 801-06605 2.000 EACH| 149.00000 298.00| 113.40000 226.80| 300.00000 600.00 BARRICADE, IIIA | | | SECTION TOTALS | $ 373,637.60| $ 394,288.31| $ 441,210.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 373,637.60| $ 394,288.31| $ 441,210.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9912021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 236,617.72 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 248,099.71 104.8525% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 259,697.55 109.7540% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 302,078.22 127.6650% 5 35-1212938 ATLAS EXCAVATING, INC. $ 315,826.26 133.4753% 6 35-1057871 SMOCK FANSLER CORPORATION $ 341,217.64 144.2062% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1310611 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1000.00000 7000.00| 1000.00000 7000.00| 1250.00000 8750.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4400.00000 4400.00| 4500.00000 4500.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9400.00000 9400.00| 12250.00000 12250.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13300.00000 13300.00| 12250.00000 12250.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 6620.00000 6620.00| 12000.00000 12000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 300.000 m3 | 16.75000 5025.00| 12.50000 3750.00| 15.00000 4500.00 EXCAVATION, COMMON | | | 0007 203-51223 160.000 m3 | 16.75000 2680.00| 15.00000 2400.00| 10.00000 1600.00 EXCAVATION, WATERWAY | | | 0008 205-02224 36.000 m | 7.75000 279.00| 8.00000 288.00| 5.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 60.000 m | 60.00000 3600.00| 25.00000 1500.00| 7.50000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-04931 4.000 EACH| 100.00000 400.00| 200.00000 800.00| 100.00000 400.00 SEDIMENT TRAP | | | 0011 206-51220 80.000 m3 | 100.00000 8000.00| 40.00000 3200.00| 125.00000 10000.00 EXCAVATION, WET | | | 0012 206-51230 27.000 m3 | 10.00000 270.00| 17.50000 472.50| 10.00000 270.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1310611 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 4.000 m3 | 110.00000 440.00| 120.00000 480.00| 200.00000 800.00 FLOWABLE MORTAR | | | 0014 303-52308 345.000 Mg | 17.00000 5865.00| 16.50000 5692.50| 16.50000 5692.50 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 105.000 Mg | 68.25000 7166.25| 75.00000 7875.00| 71.50000 7507.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 50.000 Mg | 100.00000 5000.00| 100.00000 5000.00| 104.50000 5225.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 630.000 m2 | 0.55000 346.50| 0.60000 378.00| 0.55000 346.50 ASPHALT FOR PRIME COAT | | | 0018 406-05521 620.000 m2 | 0.12000 74.40| 0.10000 62.00| 0.12000 74.40 ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 892.50000 3570.00| 950.00000 3800.00| 1155.00000 4620.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0020 601-06037 4.000 EACH| 593.25000 2373.00| 600.00000 2400.00| 715.00000 2860.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 140.970 m | 31.50000 4440.56| 33.00000 4652.01| 36.30000 5117.21 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-06257 110.000 m2 | 51.50000 5665.00| 55.00000 6050.00| 65.00000 7150.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06505 2.000 EACH| 435.75000 871.50| 360.00000 720.00| 300.00000 600.00 MONUMENT, B | | | 0024 615-99189 1.000 EACH| 550.00000 550.00| 750.00000 750.00| 1500.00000 1500.00 PLAQUE, ALUMINUM | | | 0025 616-02320 470.000 m2 | 2.75000 1292.50| 3.00000 1410.00| 3.25000 1527.50 GEOTEXTILES | | | 0026 616-05688 320.000 Mg | 35.00000 11200.00| 33.50000 10720.00| 40.00000 12800.00 RIPRAP, CLASS 1 | | | 0027 616-06405 83.000 Mg | 19.50000 1618.50| 20.00000 1660.00| 20.00000 1660.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 236.25000 472.50| 250.00000 500.00| 247.50000 495.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02363 1380.000 m2 | 0.32000 441.60| 0.40000 552.00| 0.33000 455.40 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06548 5.000 kg | 52.00000 260.00| 60.00000 300.00| 54.45000 272.25 SEED MIXTURE, CV | | | 0031 621-06559 1380.000 m2 | 0.76000 1048.80| 1.00000 1380.00| 0.79000 1090.20 MULCHED SEEDING, R | | | 0032 621-06567 3.000 kL | 0.55000 1.65| 1.00000 3.00| 0.58000 1.74 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1364963 |(3) 35-1310611 |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06574 115.000 m2 | 10.15000 1167.25| 10.00000 1150.00| 10.62000 1221.30 SODDING | | | 0034 622-52436 4.000 EACH| 26.25000 105.00| 25.00000 100.00| 27.50000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 67.000 EACH| 17.85000 1195.95| 17.50000 1172.50| 18.70000 1252.90 SEEDLING | | | 0036 701-98647 290.200 m | 82.00000 23796.40| 100.00000 29020.00| 80.00000 23216.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0037 702-51005 44.000 m3 | 420.00000 18480.00| 400.00000 17600.00| 500.00000 22000.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 3794.000 kg | 1.10000 4173.40| 1.40000 5311.60| 1.25000 4742.50 REINFORCING STEEL | | | 0039 703-51032 10929.000 kg | 1.20000 13114.80| 1.40000 15300.60| 1.35000 14754.15 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 102.800 m3 | 460.00000 47288.00| 465.00000 47802.00| 500.00000 51400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-91957 53.340 m | 174.30000 9297.16| 200.00000 10668.00| 200.00000 10668.00 BRIDGE RAILING, THRIE BEAM | | | 0042 709-51821 LUMP| 1430.00000 1430.00| 2000.00000 2000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0043 801-04308 4.000 EACH| 194.25000 777.00| 120.00000 480.00| 110.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 94.50000 756.00| 120.00000 960.00| 110.00000 880.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 105.00000 420.00| 120.00000 480.00| 110.00000 440.00 BARRICADE, IIIB | | | 0046 801-06625 3.000 EACH| 105.00000 315.00| 100.00000 300.00| 82.50000 247.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH| 78.75000 630.00| 120.00000 960.00| 110.00000 880.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 236,617.72| $ 248,099.71| $ 259,697.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,617.72| $ 248,099.71| $ 259,697.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1212938 |(6) 35-1057871 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1200.00000 8400.00| 1200.00000 8400.00| 1800.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7900.00000 7900.00| 6500.00000 6500.00| 4400.00000 4400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| 28900.00000 28900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 47000.00000 47000.00| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 300.000 m3 | 13.00000 3900.00| 17.00000 5100.00| 20.00000 6000.00 EXCAVATION, COMMON | | | 0007 203-51223 160.000 m3 | 15.00000 2400.00| 17.00000 2720.00| 28.00000 4480.00 EXCAVATION, WATERWAY | | | 0008 205-02224 36.000 m | 40.00000 1440.00| 8.00000 288.00| 6.00000 216.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 60.000 m | 50.00000 3000.00| 30.00000 1800.00| 30.00000 1800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-04931 4.000 EACH| 2500.00000 10000.00| 500.00000 2000.00| 500.00000 2000.00 SEDIMENT TRAP | | | 0011 206-51220 80.000 m3 | 105.00000 8400.00| 85.00000 6800.00| 50.00000 4000.00 EXCAVATION, WET | | | 0012 206-51230 27.000 m3 | 18.00000 486.00| 33.00000 891.00| 20.00000 540.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 213-52830 4.000 m3 | 150.00000 600.00| 210.00000 840.00| 120.00000 480.00 FLOWABLE MORTAR | | | 0014 303-52308 345.000 Mg | 17.00000 5865.00| 16.00000 5520.00| 20.00000 6900.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 105.000 Mg | 87.00000 9135.00| 67.00000 7035.00| 69.00000 7245.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 50.000 Mg | 110.00000 5500.00| 98.00000 4900.00| 105.00000 5250.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 630.000 m2 | 1.00000 630.00| 0.55000 346.50| 0.60000 378.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 620.000 m2 | 0.70000 434.00| 0.15000 93.00| 0.15000 93.00 ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00| 900.00000 3600.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1212938 |(6) 35-1057871 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 800.00000 3200.00| 595.00000 2380.00| 593.00000 2372.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 140.970 m | 38.00000 5356.86| 31.30000 4412.36| 32.00000 4511.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-06257 110.000 m2 | 50.00000 5500.00| 55.00000 6050.00| 66.00000 7260.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06505 2.000 EACH| 700.00000 1400.00| 430.00000 860.00| 438.00000 876.00 MONUMENT, B | | | 0024 615-99189 1.000 EACH| 1100.00000 1100.00| 1000.00000 1000.00| 1800.00000 1800.00 PLAQUE, ALUMINUM | | | 0025 616-02320 470.000 m2 | 4.00000 1880.00| 5.00000 2350.00| 5.00000 2350.00 GEOTEXTILES | | | 0026 616-05688 320.000 Mg | 48.00000 15360.00| 40.00000 12800.00| 38.00000 12160.00 RIPRAP, CLASS 1 | | | 0027 616-06405 83.000 Mg | 22.00000 1826.00| 27.00000 2241.00| 25.00000 2075.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 230.00000 460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02363 1380.000 m2 | 1.20000 1656.00| 0.35000 483.00| 0.35000 483.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06548 5.000 kg | 40.00000 200.00| 51.00000 255.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0031 621-06559 1380.000 m2 | 1.23000 1697.40| 0.75000 1035.00| 0.80000 1104.00 MULCHED SEEDING, R | | | 0032 621-06567 3.000 kL | 10.00000 30.00| 1.00000 3.00| 0.60000 1.80 WATER | | | 0033 621-06574 115.000 m2 | 10.00000 1150.00| 10.10000 1161.50| 11.00000 1265.00 SODDING | | | 0034 622-52436 4.000 EACH| 40.00000 160.00| 26.00000 104.00| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 67.000 EACH| 8.00000 536.00| 17.80000 1192.60| 18.00000 1206.00 SEEDLING | | | 0036 701-98647 290.200 m | 88.00000 25537.60| 125.00000 36275.00| 114.00000 33082.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0037 702-51005 44.000 m3 | 445.00000 19580.00| 450.00000 19800.00| 589.00000 25916.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 3794.000 kg | 1.05000 3983.70| 1.20000 4552.80| 1.30000 4932.20 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 377 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,091.57 ROUTE : CR 800N CALL ORDER : 377 CONTRACT ID : B -25422-A COUNTIES : CLINTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1212938 |(6) 35-1057871 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51032 10929.000 kg | 1.14000 12459.06| 1.40000 15300.60| 1.50000 16393.50 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 102.800 m3 | 445.00000 45746.00| 480.00000 49344.00| 641.00000 65894.80 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-91957 53.340 m | 190.00000 10134.60| 185.00000 9867.90| 175.00000 9334.50 BRIDGE RAILING, THRIE BEAM | | | 0042 709-51821 LUMP| 1900.00000 1900.00| 2000.00000 2000.00| 1500.00000 1500.00 SURFACE SEAL | | | 0043 801-04308 4.000 EACH| 350.00000 1400.00| 115.00000 460.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 120.00000 960.00| 110.00000 880.00| 100.00000 800.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 145.00000 580.00| 110.00000 440.00| 105.00000 420.00 BARRICADE, IIIB | | | 0046 801-06625 3.000 EACH| 105.00000 315.00| 95.00000 285.00| 105.00000 315.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH| 105.00000 840.00| 120.00000 960.00| 80.00000 640.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 302,078.22| $ 315,826.26| $ 341,217.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 302,078.22| $ 315,826.26| $ 341,217.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 387 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,900.00 ROUTE : I-94 CALL ORDER : 387 CONTRACT ID : B -25442-A COUNTIES : PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 289,900.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 296,000.00 102.1041% 3 35-2019240 CENTRAL PAINTING, INC. $ 316,480.00 109.1686% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 327,000.00 112.7975% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 399,444.00 137.7868% 6 35-1645115 THREE STAR PAINTING $ 401,561.40 138.5172% ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1841931 |(3) 35-2019240 |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 3.000 MOS | 10.00000 30.00| 1000.00000 3000.00| 750.00000 2250.00 FIELD OFFICE, 27.9 m2 | | | 0003 110-01001 LUMP| 14495.00000 14495.00| 20000.00000 20000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-51859 LUMP| 11600.00000 11600.00| 5000.00000 5000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 11600.00000 11600.00| 5000.00000 5000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 20280.00000 20280.00| 5000.00000 5000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 13482.00000 13482.00| 5000.00000 5000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 13483.00000 13483.00| 5000.00000 5000.00| 14000.00000 14000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0010 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0011 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0012 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 387 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,900.00 ROUTE : I-94 CALL ORDER : 387 CONTRACT ID : B -25442-A COUNTIES : PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1841931 |(3) 35-2019240 |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0014 619-61000 LUMP| 33000.00000 33000.00| 47980.00000 47980.00| 34000.00000 34000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0015 619-61000 LUMP| 33000.00000 33000.00| 47980.00000 47980.00| 34000.00000 34000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0016 619-61000 LUMP| 56350.00000 56350.00| 47980.00000 47980.00| 66550.00000 66550.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0017 619-61000 LUMP| 37500.00000 37500.00| 47980.00000 47980.00| 38000.00000 38000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0018 619-61000 LUMP| 37500.00000 37500.00| 47980.00000 47980.00| 38000.00000 38000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0019 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0020 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0021 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0022 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0023 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0024 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0025 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0026 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0027 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0028 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0029 801-01093 2.000 EACH| 20.00000 40.00| 300.00000 600.00| 750.00000 1500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-09133 2.000 EACH| 20.00000 40.00| 1500.00000 3000.00| 40.00000 80.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 289,900.00| $ 296,000.00| $ 316,480.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,900.00| $ 296,000.00| $ 316,480.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 387 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,900.00 ROUTE : I-94 CALL ORDER : 387 CONTRACT ID : B -25442-A COUNTIES : PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 3.000 MOS | 500.00000 1500.00| 500.00000 1500.00| 1000.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 19000.00000 19000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-51859 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 14719.23000 14719.23 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 14719.23000 14719.23 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 10699.63000 10699.63 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 7160.21000 7160.21 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 7851.82000 7851.82 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 786.54000 786.54 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0010 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 786.54000 786.54 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0011 619-60806 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 1783.28000 1783.28 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0012 619-60806 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 1193.37000 1193.37 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0013 619-60806 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 1308.64000 1308.64 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0014 619-61000 LUMP| 23000.00000 23000.00| 45000.00000 45000.00| 40118.54000 40118.54 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0015 619-61000 LUMP| 23000.00000 23000.00| 45000.00000 45000.00| 40118.54000 40118.54 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0016 619-61000 LUMP| 40000.00000 40000.00| 70000.00000 70000.00| 90946.85000 90946.85 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0017 619-61000 LUMP| 26000.00000 26000.00| 30000.00000 30000.00| 60861.77000 60861.77 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0018 619-61000 LUMP| 26000.00000 26000.00| 30000.00000 30000.00| 66740.47000 66740.47 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 387 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,900.00 ROUTE : I-94 CALL ORDER : 387 CONTRACT ID : B -25442-A COUNTIES : PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 619-93423 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 786.54000 786.54 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0020 619-93423 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 786.54000 786.54 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0021 619-93423 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 1783.28000 1783.28 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0022 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 1193.37000 1193.37 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0023 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 1308.64000 1308.64 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0024 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 786.54000 786.54 SURFACE SEAL STRUCTURE NO. 1 | | | 0025 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 786.54000 786.54 SURFACE SEAL STRUCTURE NO. 2 | | | 0026 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 1783.28000 1783.28 SURFACE SEAL STRUCTURE NO. 3 | | | 0027 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 1193.37000 1193.37 SURFACE SEAL STRUCTURE NO. 4 | | | 0028 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 1308.64000 1308.64 SURFACE SEAL STRUCTURE NO. 5 | | | 0029 801-01093 2.000 EACH| 500.00000 1000.00| 222.00000 444.00| 675.00000 1350.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-09133 2.000 EACH| 2500.00000 5000.00| 1000.00000 2000.00| 3600.00000 7200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 327,000.00| $ 399,444.00| $ 401,561.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,000.00| $ 399,444.00| $ 401,561.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 389 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,000.00 ROUTE : I-65 CALL ORDER : 389 CONTRACT ID : B -25443-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 50,926.00 100.0000% 2 36-3350477 EAGLE PAINTING & MAINTENANCE $ 52,880.00 103.8369% 3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 58,850.00 115.5598% 4 35-1685251 ATLAS OF LAKE STATION $ 59,650.01 117.1307% 5 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 65,000.00 127.6361% 6 35-1645115 THREE STAR PAINTING $ 94,780.02 186.1132% 7 35-1841931 VENUS PAINTING COMPANY $ 133,900.00 262.9305% ==================================================================================================================================== |(1) 35-2019240 |(2) 36-3350477 |(3) 35-1778430 |CENTRAL PAINTING, INC. |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0003 619-51859 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 8000.00000 8000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 17000.00000 17000.00| 10000.00000 10000.00| 16000.00000 16000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 17000.00000 17000.00| 7000.00000 7000.00| 15000.00000 15000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 200.00000 200.00| 2500.00000 2500.00| 2000.00000 2000.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 200.00000 200.00| 2000.00000 2000.00| 2000.00000 2000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 200.00000 200.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 200.00000 200.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL STRUCTURE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 389 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,000.00 ROUTE : I-65 CALL ORDER : 389 CONTRACT ID : B -25443-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 36-3350477 |(3) 35-1778430 |CENTRAL PAINTING, INC. |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 801-06640 15.000 EACH| 174.00000 2610.00| 60.00000 900.00| 20.00000 300.00 CONSTRUCTION SIGN, A | | | 0013 801-06645 2.000 EACH| 48.00000 96.00| 15.00000 30.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0014 801-06710 30.000 DAY | 14.00000 420.00| 15.00000 450.00| 15.00000 450.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 50,926.00| $ 52,880.00| $ 58,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,926.00| $ 52,880.00| $ 58,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 389 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,000.00 ROUTE : I-65 CALL ORDER : 389 CONTRACT ID : B -25443-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1685251 |(5) 35-1602596 |(6) 35-1645115 |ATLAS OF LAKE STATION |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 14000.00000 14000.00| 3250.00000 3250.00| 4625.00000 4625.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 10000.00000 10000.00| 9336.00000 9336.00| 5240.70000 5240.70 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0003 619-51859 LUMP| 10000.00000 10000.00| 9337.00000 9337.00| 3546.80000 3546.80 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 873.45000 873.45 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 591.14000 591.14 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 44545.95000 44545.95 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 30147.80000 30147.80 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 873.45000 873.45 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 591.14000 591.14 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 350.00000 350.00| 500.00000 500.00| 873.45000 873.45 SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 0.01000 0.01| 500.00000 500.00| 591.14000 591.14 SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-06640 15.000 EACH| 100.00000 1500.00| 1.00000 15.00| 100.00000 1500.00 CONSTRUCTION SIGN, A | | | 0013 801-06645 2.000 EACH| 100.00000 200.00| 1.00000 2.00| 15.00000 30.00 CONSTRUCTION SIGN, B | | | 0014 801-06710 30.000 DAY | 20.00000 600.00| 2.00000 60.00| 25.00000 750.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 59,650.01| $ 65,000.00| $ 94,780.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,650.01| $ 65,000.00| $ 94,780.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 389 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,000.00 ROUTE : I-65 CALL ORDER : 389 CONTRACT ID : B -25443-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1841931 | | |VENUS PAINTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0003 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0004 619-60806 LUMP| 300.00000 300.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0005 619-60806 LUMP| 300.00000 300.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0006 619-61000 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0007 619-61000 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0008 619-93423 LUMP| 300.00000 300.00| | POLLUTION CONTROL STRUCTURE NO. 1 | | | 0009 619-93423 LUMP| 300.00000 300.00| | POLLUTION CONTROL STRUCTURE NO. 2 | | | 0010 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 1 | | | 0011 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 2 | | | 0012 801-06640 15.000 EACH| 60.00000 900.00| | CONSTRUCTION SIGN, A | | | 0013 801-06645 2.000 EACH| 150.00000 300.00| | CONSTRUCTION SIGN, B | | | 0014 801-06710 30.000 DAY | 30.00000 900.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 133,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,900.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 395 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,600.00 ROUTE : US 52 CALL ORDER : 395 CONTRACT ID : B -25461-B COUNTIES : TIPPECANOE LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 418,000.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 456,000.00 109.0909% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING CONDITIONAL BID $ 590,000.00 141.1483% 4 35-1841931 VENUS PAINTING COMPANY CONDITIONAL BID $ 733,000.00 175.3588% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-1645115 |(3) 35-1602596 |EAGLE PAINTING & MAINTENANCE|THREE STAR PAINTING |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 10.000 MOS | 300.00000 3000.00| 600.00000 6000.00| 10.00000 100.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 60000.00000 60000.00| 22500.00000 22500.00| 29500.00000 29500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 140000.00000 140000.00| 64125.00000 64125.00| 157900.00000 157900.00 PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 5000.00000 5000.00| 7125.00000 7125.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 176000.00000 176000.00| 354250.00000 354250.00| 400000.00000 400000.00 CLEAN STEEL BRIDGE | | | 0006 619-93423 LUMP| 30000.00000 30000.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL | | | 0007 709-51821 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 500.00000 500.00 SURFACE SEAL | | | SECTION TOTALS | $ 418,000.00| $ 456,000.00| $ 590,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,000.00| $ 456,000.00| $ 590,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 395 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 483,600.00 ROUTE : US 52 CALL ORDER : 395 CONTRACT ID : B -25461-B COUNTIES : TIPPECANOE LETTING DATE : 04/24/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 | | |VENUS PAINTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-06790 10.000 MOS | 1000.00000 10000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 100000.00000 100000.00| | PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 573000.00000 573000.00| | CLEAN STEEL BRIDGE | | | 0006 619-93423 LUMP| 8000.00000 8000.00| | POLLUTION CONTROL | | | 0007 709-51821 LUMP| 1000.00000 1000.00| | SURFACE SEAL | | | SECTION TOTALS | $ 733,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 733,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949038 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 292,895.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 314,329.87 107.3180% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 319,090.80 108.9435% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 324,355.19 110.7408% 5 35-1609544 SCHUTT-LOOKABILL CO $ 337,798.22 115.3305% 6 35-1212938 ATLAS EXCAVATING, INC. $ 359,109.25 122.6065% 7 35-1057871 SMOCK FANSLER CORPORATION $ 362,064.54 123.6155% 8 35-1447641 STRUCTURE CONTRACTORS CONDITIONAL BID $ 375,695.02 128.2692% 9 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 477,755.90 163.1147% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0918397 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1000.00000 8000.00| 2000.00000 16000.00| 1250.00000 10000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 15700.00000 15700.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 7950.00000 7950.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 19500.00000 19500.00| 15000.00000 15000.00| 16500.00000 16500.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 471.000 m3 | 15.00000 7065.00| 22.50000 10597.50| 20.00000 9420.00 EXCAVATION, COMMON | | | 0007 205-02224 332.000 m | 7.00000 2324.00| 6.55000 2174.60| 5.10000 1693.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 2.700 m | 50.00000 135.00| 50.00000 135.00| 75.00000 202.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02236 1.000 EACH| 100.00000 100.00| 90.00000 90.00| 55.00000 55.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH| 250.00000 250.00| 350.00000 350.00| 1000.00000 1000.00 SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0918397 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 206-51230 20.200 m3 | 30.00000 606.00| 36.00000 727.20| 45.00000 909.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-02045 159.000 m3 | 5.00000 795.00| 17.00000 2703.00| 15.00000 2385.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 1.000 m3 | 35.00000 35.00| 240.00000 240.00| 100.00000 100.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 19.200 m3 | 27.50000 528.00| 60.00000 1152.00| 65.00000 1248.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-60900 589.000 Mg | 17.50000 10307.50| 18.00000 10602.00| 22.00000 12958.00 COMPACTED AGGREGATE FOR BASE, 0 , NO. 53| | | 0016 402-05468 253.000 Mg | 55.00000 13915.00| 40.00000 10120.00| 49.65000 12561.45 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 173.000 Mg | 50.00000 8650.00| 37.00000 6401.00| 54.90000 9497.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 79.000 Mg | 72.00000 5688.00| 52.00000 4108.00| 62.85000 4965.15 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 60.000 Mg | 54.00000 3240.00| 55.00000 3300.00| 63.60000 3816.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 406-05521 3160.000 m2 | 0.15000 474.00| 1.00000 3160.00| 0.10000 316.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1200.00000 3600.00| 1130.00000 3390.00| 1130.00000 3390.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-05071 1.000 EACH| 1600.00000 1600.00| 1550.00000 1550.00| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-06234 1.000 EACH| 17500.00000 17500.00| 13600.00000 13600.00| 13600.00000 13600.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 601-94689 2.000 EACH| 2200.00000 4400.00| 2095.00000 4190.00| 2095.00000 4190.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 49.100 m | 30.00000 1473.00| 34.00000 1669.40| 34.00000 1669.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 11.000 EACH| 8.00000 88.00| 7.00000 77.00| 7.00000 77.00 BARRIER DELINEATOR | | | 0027 610-05527 57.000 Mg | 85.00000 4845.00| 80.00000 4560.00| 73.75000 4203.75 HMA FOR APPROACHES | | | 0028 610-06257 143.300 m2 | 57.00000 8168.10| 70.00000 10031.00| 85.00000 12180.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 3.000 EACH| 190.00000 570.00| 100.00000 300.00| 100.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-01323 3.000 EACH| 350.00000 1050.00| 160.00000 480.00| 75.00000 225.00 MONUMENT. IDOT CENTERLINE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0918397 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06490 3.000 EACH| 110.00000 330.00| 75.00000 225.00| 75.00000 225.00 RIGHT OF WAY MARKER | | | 0032 616-02320 600.000 m2 | 2.80000 1680.00| 3.00000 1800.00| 3.50000 2100.00 GEOTEXTILES | | | 0033 616-05689 711.000 Mg | 40.00000 28440.00| 35.00000 24885.00| 27.00000 19197.00 RIPRAP, CLASS 2 | | | 0034 616-06405 6.000 Mg | 20.00000 120.00| 53.50000 321.00| 25.00000 150.00 RIPRAP, REVETMENT | | | 0035 621-06567 18.000 kL | 1.00000 18.00| 1.00000 18.00| 1.00000 18.00 WATER | | | 0036 621-06574 985.000 m2 | 4.25000 4186.25| 3.75000 3693.75| 4.25000 4186.25 SODDING | | | 0037 622-05650 5.000 EACH| 475.00000 2375.00| 455.00000 2275.00| 550.00000 2750.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0038 701-98647 102.000 m | 100.00000 10200.00| 120.00000 12240.00| 95.00000 9690.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0039 702-51005 10.800 m3 | 400.00000 4320.00| 1100.00000 11880.00| 750.00000 8100.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51030 882.000 kg | 1.50000 1323.00| 1.40000 1234.80| 1.50000 1323.00 REINFORCING STEEL | | | 0041 703-51032 11634.000 kg | 1.50000 17451.00| 1.35000 15705.90| 1.65000 19196.10 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 51.100 m3 | 440.00000 22484.00| 700.00000 35770.00| 800.00000 40880.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 3.000 EACH| 1000.00000 3000.00| 2100.00000 6300.00| 1500.00000 4500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 8.600 m3 | 450.00000 3870.00| 860.00000 7396.00| 600.00000 5160.00 CONCRETE, C, RAILING | | | 0045 707-05983 114.520 m | 215.00000 24621.80| 221.00000 25308.92| 325.00000 37219.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0046 709-51821 LUMP| 2500.00000 2500.00| 2410.00000 2410.00| 2200.00000 2200.00 SURFACE SEAL | | | 0047 715-05168 17.000 m | 60.00000 1020.00| 90.00000 1530.00| 65.00000 1105.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05407 30.000 m | 5.00000 150.00| 8.00000 240.00| 50.00000 1500.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46005 1.000 EACH| 225.00000 225.00| 290.00000 290.00| 300.00000 300.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0918397 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 720-45030 1.000 EACH| 1200.00000 1200.00| 1150.00000 1150.00| 1500.00000 1500.00 INLET, E7 | | | 0051 801-04308 4.000 EACH| 300.00000 1200.00| 210.00000 840.00| 210.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06606 10.000 EACH| 125.00000 1250.00| 80.00000 800.00| 80.00000 800.00 BARRICADE, IIIB | | | 0053 801-06625 13.000 EACH| 90.00000 1170.00| 85.00000 1105.00| 85.00000 1105.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 10.000 EACH| 120.00000 1200.00| 70.00000 700.00| 70.00000 700.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP| 4500.00000 4500.00| 570.00000 570.00| 1250.00000 1250.00 MAINTAINING TRAFFIC | | | 0056 808-06713 350.000 m | 1.75000 612.50| 0.43000 150.50| 0.43000 150.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 310.000 m | 1.75000 542.50| 0.43000 133.30| 0.43000 133.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 292,895.65| $ 314,329.87| $ 319,090.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 292,895.65| $ 314,329.87| $ 319,090.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1609544 |(6) 35-1212938 |ROBERTSON, DUNCAN, 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 REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1250.00000 10000.00| 1250.00000 10000.00| 3000.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 6670.00000 6670.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 17100.00000 17100.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 43799.00000 43799.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 471.000 m3 | 15.00000 7065.00| 12.00000 5652.00| 23.00000 10833.00 EXCAVATION, COMMON | | | 0007 205-02224 332.000 m | 3.00000 996.00| 5.87000 1948.84| 4.80000 1593.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 2.700 m | 200.00000 540.00| 30.00000 81.00| 144.00000 388.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02236 1.000 EACH| 100.00000 100.00| 63.00000 63.00| 151.00000 151.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH| 1000.00000 1000.00| 600.00000 600.00| 735.00000 735.00 SEDIMENT TRAP | | | 0011 206-51230 20.200 m3 | 15.00000 303.00| 20.00000 404.00| 33.00000 666.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-02045 159.000 m3 | 3.00000 477.00| 4.00000 636.00| 16.00000 2544.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 1.000 m3 | 500.00000 500.00| 45.00000 45.00| 140.00000 140.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 19.200 m3 | 30.00000 576.00| 40.00000 768.00| 116.00000 2227.20 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-60900 589.000 Mg | 18.00000 10602.00| 19.00000 11191.00| 25.00000 14725.00 COMPACTED AGGREGATE FOR BASE, 0 , NO. 53| | | 0016 402-05468 253.000 Mg | 56.43000 14276.79| 60.00000 15180.00| 67.50000 17077.50 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 173.000 Mg | 50.60000 8753.80| 52.90000 9151.70| 60.00000 10380.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 79.000 Mg | 75.90000 5996.10| 79.35000 6268.65| 90.30000 7133.70 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1609544 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05481 60.000 Mg | 56.43000 3385.80| 60.00000 3600.00| 67.00000 4020.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 406-05521 3160.000 m2 | 0.17000 537.20| 0.17000 537.20| 0.20000 632.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1430.00000 4290.00| 1300.00000 3900.00| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-05071 1.000 EACH| 1870.00000 1870.00| 1800.00000 1800.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-06234 1.000 EACH| 20350.00000 20350.00| 15640.00000 15640.00| 15000.00000 15000.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 601-94689 2.000 EACH| 2640.00000 5280.00| 2400.00000 4800.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 49.100 m | 55.00000 2700.50| 39.10000 1919.81| 35.00000 1718.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 11.000 EACH| 10.00000 110.00| 8.00000 88.00| 12.00000 132.00 BARRIER DELINEATOR | | | 0027 610-05527 57.000 Mg | 88.00000 5016.00| 92.00000 5244.00| 110.00000 6270.00 HMA FOR APPROACHES | | | 0028 610-06257 143.300 m2 | 60.00000 8598.00| 62.00000 8884.60| 65.00000 9314.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 3.000 EACH| 125.00000 375.00| 115.00000 345.00| 225.00000 675.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-01323 3.000 EACH| 400.00000 1200.00| 125.00000 375.00| 390.00000 1170.00 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0031 615-06490 3.000 EACH| 200.00000 600.00| 87.00000 261.00| 125.00000 375.00 RIGHT OF WAY MARKER | | | 0032 616-02320 600.000 m2 | 3.25000 1950.00| 2.00000 1200.00| 2.70000 1620.00 GEOTEXTILES | | | 0033 616-05689 711.000 Mg | 45.00000 31995.00| 22.00000 15642.00| 40.00000 28440.00 RIPRAP, CLASS 2 | | | 0034 616-06405 6.000 Mg | 45.00000 270.00| 60.00000 360.00| 89.00000 534.00 RIPRAP, REVETMENT | | | 0035 621-06567 18.000 kL | 1.10000 19.80| 21.00000 378.00| 1.25000 22.50 WATER | | | 0036 621-06574 985.000 m2 | 4.12000 4058.20| 4.90000 4826.50| 4.65000 4580.25 SODDING | | | 0037 622-05650 5.000 EACH| 500.00000 2500.00| 518.00000 2590.00| 570.00000 2850.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1609544 |(6) 35-1212938 |ROBERTSON, DUNCAN, INC. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 701-98647 102.000 m | 100.00000 10200.00| 105.00000 10710.00| 160.00000 16320.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0039 702-51005 10.800 m3 | 750.00000 8100.00| 720.00000 7776.00| 480.00000 5184.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51030 882.000 kg | 1.35000 1190.70| 1.20000 1058.40| 1.20000 1058.40 REINFORCING STEEL | | | 0041 703-51032 11634.000 kg | 1.40000 16287.60| 1.39000 16171.26| 1.40000 16287.60 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 51.100 m3 | 600.00000 30660.00| 560.00000 28616.00| 775.00000 39602.50 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 3.000 EACH| 1200.00000 3600.00| 1400.00000 4200.00| 1350.00000 4050.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 8.600 m3 | 700.00000 6020.00| 446.00000 3835.60| 625.00000 5375.00 CONCRETE, C, RAILING | | | 0045 707-05983 114.520 m | 300.00000 34356.00| 322.89000 36977.36| 305.00000 34928.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0046 709-51821 LUMP| 3000.00000 3000.00| 1620.00000 1620.00| 2800.00000 2800.00 SURFACE SEAL | | | 0047 715-05168 17.000 m | 50.00000 850.00| 65.90000 1120.30| 62.00000 1054.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05407 30.000 m | 15.00000 450.00| 10.00000 300.00| 22.00000 660.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46005 1.000 EACH| 250.00000 250.00| 167.00000 167.00| 185.00000 185.00 PIPE END SECTION, 375 mm | | | 0050 720-45030 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| 1100.00000 1100.00 INLET, E7 | | | 0051 801-04308 4.000 EACH| 231.00000 924.00| 242.00000 968.00| 260.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06606 10.000 EACH| 88.00000 880.00| 92.00000 920.00| 100.00000 1000.00 BARRICADE, IIIB | | | 0053 801-06625 13.000 EACH| 93.50000 1215.50| 98.00000 1274.00| 105.00000 1365.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 10.000 EACH| 77.00000 770.00| 81.00000 810.00| 87.00000 870.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP| 3500.00000 3500.00| 2895.00000 2895.00| 850.00000 850.00 MAINTAINING TRAFFIC | | | 0056 808-06713 350.000 m | 0.47000 164.50| 0.50000 175.00| 0.50000 175.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 310.000 m | 0.47000 145.70| 0.50000 155.00| 0.50000 155.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1609544 |(6) 35-1212938 |ROBERTSON, DUNCAN, 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 TOTALS | $ 324,355.19| $ 337,798.22| $ 359,109.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 324,355.19| $ 337,798.22| $ 359,109.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1447641 |(9) 35-1618530 |SMOCK FANSLER CORPORATION |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1200.00000 9600.00| 1200.00000 9600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4700.00000 4700.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 23800.00000 23800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 9500.00000 9500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 26000.00000 26000.00| 45000.00000 45000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 471.000 m3 | 12.00000 5652.00| 18.00000 8478.00| 50.00000 23550.00 EXCAVATION, COMMON | | | 0007 205-02224 332.000 m | 5.00000 1660.00| 7.00000 2324.00| 7.00000 2324.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 2.700 m | 50.00000 135.00| 7.00000 18.90| 250.00000 675.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02236 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 95.00000 95.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-04931 1.000 EACH| 1000.00000 1000.00| 600.00000 600.00| 2500.00000 2500.00 SEDIMENT TRAP | | | 0011 206-51230 20.200 m3 | 50.00000 1010.00| 30.00000 606.00| 120.00000 2424.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-02045 159.000 m3 | 10.00000 1590.00| 20.00000 3180.00| 65.00000 10335.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 1.000 m3 | 50.00000 50.00| 400.00000 400.00| 50.00000 50.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 19.200 m3 | 80.00000 1536.00| 50.00000 960.00| 110.00000 2112.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-60900 589.000 Mg | 18.00000 10602.00| 28.00000 16492.00| 30.00000 17670.00 COMPACTED AGGREGATE FOR BASE, 0 , NO. 53| | | 0016 402-05468 253.000 Mg | 55.00000 13915.00| 52.00000 13156.00| 55.00000 13915.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 173.000 Mg | 49.00000 8477.00| 48.00000 8304.00| 50.00000 8650.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 79.000 Mg | 73.00000 5767.00| 70.00000 5530.00| 75.00000 5925.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1447641 |(9) 35-1618530 |SMOCK FANSLER CORPORATION |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05481 60.000 Mg | 55.00000 3300.00| 52.00000 3120.00| 56.00000 3360.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 406-05521 3160.000 m2 | 0.17000 537.20| 0.15000 474.00| 0.16000 505.60 ASPHALT FOR TACK COAT | | | 0021 601-01522 3.000 EACH| 1190.00000 3570.00| 1125.00000 3375.00| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-05071 1.000 EACH| 1643.00000 1643.00| 1600.00000 1600.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-06234 1.000 EACH| 14800.00000 14800.00| 17000.00000 17000.00| 20000.00000 20000.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 601-94689 2.000 EACH| 2221.00000 4442.00| 2200.00000 4400.00| 2200.00000 4400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 49.100 m | 36.00000 1767.60| 30.00000 1473.00| 31.00000 1522.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 11.000 EACH| 8.00000 88.00| 10.00000 110.00| 10.00000 110.00 BARRIER DELINEATOR | | | 0027 610-05527 57.000 Mg | 85.00000 4845.00| 82.00000 4674.00| 88.00000 5016.00 HMA FOR APPROACHES | | | 0028 610-06257 143.300 m2 | 69.00000 9887.70| 55.00000 7881.50| 70.00000 10031.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 3.000 EACH| 105.00000 315.00| 200.00000 600.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-01323 3.000 EACH| 600.00000 1800.00| 325.00000 975.00| 325.00000 975.00 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0031 615-06490 3.000 EACH| 80.00000 240.00| 110.00000 330.00| 110.00000 330.00 RIGHT OF WAY MARKER | | | 0032 616-02320 600.000 m2 | 3.00000 1800.00| 5.00000 3000.00| 4.00000 2400.00 GEOTEXTILES | | | 0033 616-05689 711.000 Mg | 36.00000 25596.00| 50.00000 35550.00| 60.00000 42660.00 RIPRAP, CLASS 2 | | | 0034 616-06405 6.000 Mg | 38.00000 228.00| 60.00000 360.00| 100.00000 600.00 RIPRAP, REVETMENT | | | 0035 621-06567 18.000 kL | 1.50000 27.00| 1.00000 18.00| 1.00000 18.00 WATER | | | 0036 621-06574 985.000 m2 | 5.00000 4925.00| 4.00000 3940.00| 4.00000 3940.00 SODDING | | | 0037 622-05650 5.000 EACH| 578.00000 2890.00| 475.00000 2375.00| 500.00000 2500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1447641 |(9) 35-1618530 |SMOCK FANSLER CORPORATION |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 701-98647 102.000 m | 120.00000 12240.00| 117.00000 11934.00| 250.00000 25500.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0039 702-51005 10.800 m3 | 1900.00000 20520.00| 600.00000 6480.00| 1250.00000 13500.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51030 882.000 kg | 1.32000 1164.24| 1.25000 1102.50| 1.40000 1234.80 REINFORCING STEEL | | | 0041 703-51032 11634.000 kg | 1.50000 17451.00| 1.75000 20359.50| 1.60000 18614.40 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 51.100 m3 | 770.00000 39347.00| 725.00000 37047.50| 1100.00000 56210.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 3.000 EACH| 2000.00000 6000.00| 1700.00000 5100.00| 1300.00000 3900.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 8.600 m3 | 600.00000 5160.00| 820.00000 7052.00| 725.00000 6235.00 CONCRETE, C, RAILING | | | 0045 707-05983 114.520 m | 285.00000 32638.20| 281.00000 32180.12| 350.00000 40082.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0046 709-51821 LUMP| 2600.00000 2600.00| 2500.00000 2500.00| 2600.00000 2600.00 SURFACE SEAL | | | 0047 715-05168 17.000 m | 85.00000 1445.00| 110.00000 1870.00| 70.00000 1190.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05407 30.000 m | 40.00000 1200.00| 22.00000 660.00| 30.00000 900.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46005 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 500.00000 500.00 PIPE END SECTION, 375 mm | | | 0050 720-45030 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| 1500.00000 1500.00 INLET, E7 | | | 0051 801-04308 4.000 EACH| 225.00000 900.00| 210.00000 840.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06606 10.000 EACH| 88.00000 880.00| 80.00000 800.00| 100.00000 1000.00 BARRICADE, IIIB | | | 0053 801-06625 13.000 EACH| 90.00000 1170.00| 85.00000 1105.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 10.000 EACH| 75.00000 750.00| 70.00000 700.00| 85.00000 850.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP| 3800.00000 3800.00| 4500.00000 4500.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | 0056 808-06713 350.000 m | 0.46000 161.00| 1.00000 350.00| 0.45000 157.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 310.000 m | 0.46000 142.60| 1.00000 310.00| 0.45000 139.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 399 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,225.86 ROUTE : MILLERSVILLE ROAD CALL ORDER : 399 CONTRACT ID : B -25499-A COUNTIES : MARION LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-1447641 |(9) 35-1618530 |SMOCK FANSLER CORPORATION |STRUCTURE CONTRACTORS |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 362,064.54| $ 375,695.02| $ 477,755.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 362,064.54| $ 375,695.02| $ 477,755.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 409 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : GOSPEL ST (PAOLI) CALL ORDER : 409 CONTRACT ID : B -25502-A COUNTIES : ORANGE LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/21/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 264,000.01 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 283,975.80 107.5665% 3 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 322,540.03 122.1742% ====================================================================================================================================