INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/21/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3391006 3391006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 473,429.03 100.0000% 2 35-1325036 DEICHMAN EXCAVATING CO $ 531,034.96 112.1678% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 547,728.87 115.6939% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 606,355.42 128.0773% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 622,036.85 131.3896% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1325036 |(3) 35-2070195 |WIRTZ & YATES, INC. |DEICHMAN EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE SEPARATION / NEW BRIDGE AND SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 2000.00000 12000.00| 1800.00000 10800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 12500.00000 12500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 24000.00000 24000.00| 7000.00000 7000.00| 22860.00000 22860.00 PRESENT STRUCTURE, REMOVE STR. N0. 1 | | | 0006 202-51330 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 22859.50000 22859.50 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0007 203-02000 485.000 CYS | 8.00000 3880.00| 29.50000 14307.50| 12.25000 5941.25 EXCAVATION, COMMON | | | 0008 203-02070 600.000 CYS | 10.00000 6000.00| 17.00000 10200.00| 16.48000 9888.00 BORROW | | | 0009 205-06932 171.000 LFT | 10.00000 1710.00| 9.12000 1559.52| 8.95000 1530.45 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 207-07502 1166.000 SYS | 7.00000 8162.00| 9.00000 10494.00| 6.60000 7695.60 SUBGRADE TREATMENT, TYPE D | | | 0011 213-52830 905.000 CYS | 120.00000 108600.00| 61.00000 55205.00| 65.00000 58825.00 FLOWABLE MORTAR | | | 0012 301-07448 215.000 TON | 16.00000 3440.00| 16.00000 3440.00| 20.00000 4300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1325036 |(3) 35-2070195 |WIRTZ & YATES, INC. |DEICHMAN EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-07433 120.000 TON | 96.78000 11613.60| 93.49000 11218.80| 92.00000 11040.00 HMA SURFACE, TYPE B | | | 0014 402-07438 88.000 TON | 94.75000 8338.00| 78.46000 6904.48| 77.00000 6776.00 HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 282.000 TON | 59.60000 16807.20| 57.57000 16234.74| 56.50000 15933.00 HMA BASE, TYPE B | | | 0016 402-07451 61.000 TON | 103.14000 6291.54| 99.63000 6077.43| 97.00000 5917.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 404-05511 405.000 SYS | 11.00000 4455.00| 10.74000 4349.70| 10.50000 4252.50 SEAL COAT, 2 | | | 0018 405-05518 1046.000 SYS | 0.35000 366.10| 0.32000 334.72| 0.30000 313.80 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2017.000 SYS | 0.08000 161.36| 0.06000 121.02| 0.05000 100.85 ASPHALT FOR TACK COAT | | | 0020 601-06854 4.000 EACH| 1840.00000 7360.00| 1777.32000 7109.28| 1750.00000 7000.00 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 8.000 EACH| 2070.00000 16560.00| 1999.48000 15995.84| 2100.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 1450.000 LFT | 10.41000 15094.50| 10.05000 14572.50| 9.85000 14282.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 616-02320 512.000 SYS | 4.00000 2048.00| 3.00000 1536.00| 2.75000 1408.00 GEOTEXTILES | | | 0024 616-06405 695.000 TON | 22.00000 15290.00| 26.00000 18070.00| 21.50000 14942.50 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 600.00000 1200.00| 555.41000 1110.82| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-02770 6975.000 SYS | 2.50000 17437.50| 2.00000 13950.00| 1.80000 12555.00 EROSION CONTROL BLANKET | | | 0027 621-06559 6975.000 SYS | 0.43000 2999.25| 0.40000 2790.00| 0.36000 2511.00 MULCHED SEEDING, R | | | 0028 715-05049 50.000 LFT | 30.00000 1500.00| 15.00000 750.00| 10.00000 500.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 723-06660 210.000 SYS | 100.00000 21000.00| 480.00000 100800.00| 423.50000 88935.00 WINGWALL | | | 0030 723-07594 53.070 LFT | 1300.00000 68991.00| 1840.00000 97648.80| 1801.44000 95602.42 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 132 IN. | | | 0031 723-07595 44.000 LFT | 900.00000 39600.00| 1425.00000 62700.00| 1205.00000 53020.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 84 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1325036 |(3) 35-2070195 |WIRTZ & YATES, INC. |DEICHMAN EXCAVATING CO |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 801-04308 4.000 EACH| 200.00000 800.00| 161.07000 644.28| 145.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06625 19.000 EACH| 70.00000 1330.00| 49.99000 949.81| 45.00000 855.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0034 801-06640 20.000 EACH| 80.00000 1600.00| 76.65000 1533.00| 69.00000 1380.00 CONSTRUCTION SIGN, A | | | 0035 801-06645 2.000 EACH| 70.00000 140.00| 38.88000 77.76| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0036 801-06775 LUMP| 5000.00000 5000.00| 499.87000 499.87| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0037 801-07118 96.000 LFT | 7.00000 672.00| 4.44000 426.24| 4.00000 384.00 BARRICADE, III-A | | | 0038 801-07119 96.000 LFT | 8.00000 768.00| 5.55000 532.80| 5.00000 480.00 BARRICADE, III-B | | | 0039 808-06712 130.000 LFT | 0.58000 75.40| 0.56000 72.80| 0.50000 65.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0040 808-06713 1034.000 LFT | 0.58000 599.72| 0.56000 579.04| 0.50000 517.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 317.000 LFT | 0.58000 183.86| 0.56000 177.52| 0.50000 158.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-06716 500.000 LFT | 0.81000 405.00| 0.78000 390.00| 0.70000 350.00 LINE, REMOVE | | | 0043 808-75996 13.000 EACH| 20.00000 260.00| 6.82000 88.66| 25.00000 325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 13.000 EACH| 130.00000 1690.00| 83.31000 1083.03| 75.00000 975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 473,429.03| $ 531,034.96| $ 547,728.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,429.03| $ 531,034.96| $ 547,728.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE SEPARATION / NEW BRIDGE AND SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5700.00000 5700.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1950.00000 11700.00| 2200.00000 13200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30288.75000 30288.75| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30288.75000 30288.75| 5500.00000 5500.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 22000.00000 22000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE STR. N0. 1 | | | 0006 202-51330 LUMP| 18000.00000 18000.00| 22000.00000 22000.00| PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0007 203-02000 485.000 CYS | 18.00000 8730.00| 12.00000 5820.00| EXCAVATION, COMMON | | | 0008 203-02070 600.000 CYS | 14.00000 8400.00| 12.50000 7500.00| BORROW | | | 0009 205-06932 171.000 LFT | 8.15000 1393.65| 5.00000 855.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 207-07502 1166.000 SYS | 10.00000 11660.00| 9.00000 10494.00| SUBGRADE TREATMENT, TYPE D | | | 0011 213-52830 905.000 CYS | 42.00000 38010.00| 120.00000 108600.00| FLOWABLE MORTAR | | | 0012 301-07448 215.000 TON | 30.00000 6450.00| 18.50000 3977.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 402-07433 120.000 TON | 106.00000 12720.00| 95.00000 11400.00| HMA SURFACE, TYPE B | | | 0014 402-07438 88.000 TON | 64.00000 5632.00| 80.00000 7040.00| HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 282.000 TON | 50.00000 14100.00| 57.00000 16074.00| HMA BASE, TYPE B | | | 0016 402-07451 61.000 TON | 79.00000 4819.00| 97.00000 5917.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0017 404-05511 405.000 SYS | 10.00000 4050.00| 11.00000 4455.00| SEAL COAT, 2 | | | 0018 405-05518 1046.000 SYS | 2.00000 2092.00| 0.50000 523.00| ASPHALT FOR PRIME COAT | | | 0019 406-05521 2017.000 SYS | 0.50000 1008.50| 0.10000 201.70| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06854 4.000 EACH| 1664.00000 6656.00| 1900.00000 7600.00| GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 8.000 EACH| 1854.00000 14832.00| 2200.00000 17600.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 1450.000 LFT | 9.25000 13412.50| 10.35000 15007.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 616-02320 512.000 SYS | 2.25000 1152.00| 5.00000 2560.00| GEOTEXTILES | | | 0024 616-06405 695.000 TON | 47.00000 32665.00| 19.50000 13552.50| RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 520.00000 1040.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-02770 6975.000 SYS | 1.84000 12834.00| 1.75000 12206.25| EROSION CONTROL BLANKET | | | 0027 621-06559 6975.000 SYS | 0.37000 2580.75| 0.65000 4533.75| MULCHED SEEDING, R | | | 0028 715-05049 50.000 LFT | 55.00000 2750.00| 10.00000 500.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 723-06660 210.000 SYS | 580.00000 121800.00| 400.00000 84000.00| WINGWALL | | | 0030 723-07594 53.070 LFT | 1760.00000 93403.20| 1400.00000 74298.00| STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 132 IN. | | | 0031 723-07595 44.000 LFT | 1342.00000 59048.00| 1300.00000 57200.00| STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 84 IN. | | | 0032 801-04308 4.000 EACH| 146.45000 585.80| 160.00000 640.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06625 19.000 EACH| 47.70000 906.30| 58.00000 1102.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0034 801-06640 20.000 EACH| 71.10000 1422.00| 90.00000 1800.00| CONSTRUCTION SIGN, A | | | 0035 801-06645 2.000 EACH| 36.40000 72.80| 55.00000 110.00| CONSTRUCTION SIGN, B | | | 0036 801-06775 LUMP| 750.00000 750.00| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0037 801-07118 96.000 LFT | 4.05000 388.80| 8.00000 768.00| BARRICADE, III-A | | | 0038 801-07119 96.000 LFT | 5.25000 504.00| 9.00000 864.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/04/03 PAGE : 660 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,832.60 ROUTE : US 231 CALL ORDER : 660 CONTRACT ID : B -26435-A COUNTIES : WHITE LETTING DATE : 11/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1386990 | |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-06712 130.000 LFT | 0.52000 67.60| 0.65000 84.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0040 808-06713 1034.000 LFT | 0.52000 537.68| 0.65000 672.10| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0041 808-06714 317.000 LFT | 0.52000 164.84| 0.65000 206.05| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0042 808-06716 500.000 LFT | 0.71000 355.00| 1.00000 500.00| LINE, REMOVE | | | 0043 808-75996 13.000 EACH| 30.00000 390.00| 25.00000 325.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 13.000 EACH| 76.50000 994.50| 150.00000 1950.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 606,355.42| $ 622,036.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 606,355.42| $ 622,036.85| ====================================================================================================================================