INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000T SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 158,957.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 189,981.00 119.5168% 3 35-1991044 JOHNSON COMPANY INC. $ 198,520.25 124.8888% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 200,532.94 126.1550% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 203,448.82 127.9894% 6 35-1212938 ATLAS EXCAVATING, INC. $ 204,402.00 128.5890% 7 35-1385672 FORCE CONSTRUCTION CO. INC. $ 206,080.51 129.6449% 8 35-1817574 YARDBERRY LANDSCAPE $ 206,290.25 129.7769% 9 35-1564026 WINGHAM PAVING INC. $ 212,720.32 133.8220% 10 35-1310611 DUNCAN ROBERTSON INC $ 217,066.00 136.5559% 11 35-2064912 B & P CONSTRUCTION $ 224,939.40 141.5091% 12 35-0918397 RIETH RILEY CONSTRUCTION $ 261,044.40 164.2227% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1917625 |(3) 35-1991044 |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 2400.00000 2400.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2000.00000 6000.00| 2400.00000 7200.00| 1100.00000 3300.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 7500.00000 7500.00| 9450.00000 9450.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 4900.00000 4900.00| 8155.00000 8155.00| 6500.00000 6500.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 20.000 CYS | 20.00000 400.00| 150.00000 3000.00| 14.01000 280.20 EXCAVATION, COMMON | | | 0006 203-02070 225.000 CYS | 19.90000 4477.50| 17.00000 3825.00| 27.48000 6183.00 BORROW | | | 0007 205-06932 78.000 LFT | 12.50000 975.00| 12.50000 975.00| 9.00000 702.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 100.000 LFT | 2.00000 200.00| 1.65000 165.00| 5.00000 500.00 TEMPORARY SILT FENCE | | | 0009 303-94433 405.000 CYS | 21.50000 8707.50| 20.00000 8100.00| 30.04320 12167.50 AGGREGATE, 12 | | | 0010 304-07490 92.000 TON | 95.00000 8740.00| 92.00000 8464.00| 92.00000 8464.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1917625 |(3) 35-1991044 |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 603-96240 80.000 LFT | 35.50000 2840.00| 6.50000 520.00| 35.00000 2800.00 FENCE, BARBED WIRE, RESET | | | 0012 616-02320 600.000 SYS | 2.50000 1500.00| 2.35000 1410.00| 4.00000 2400.00 GEOTEXTILES | | | 0013 616-06405 345.000 TON | 18.50000 6382.50| 22.00000 7590.00| 22.75000 7848.75 RIPRAP, REVETMENT | | | 0014 621-01004 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1500.000 SYS | 0.58000 870.00| 0.57000 855.00| 1.00000 1500.00 MULCHED SEEDING, R | | | 0016 621-06570 155.000 CYS | 21.75000 3371.25| 25.00000 3875.00| 29.03220 4500.00 TOP SOIL | | | 0017 715-05169 24.000 LFT | 30.00000 720.00| 50.00000 1200.00| 180.00000 4320.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0018 723-06660 49.000 SYS | 430.00000 21070.00| 500.00000 24500.00| 310.00000 15190.00 WINGWALL | | | 0019 723-07311 66.300 LFT | 935.00000 61990.50| 1325.00000 87847.50| 1400.00000 92820.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 96 IN. | | | 0020 801-04308 4.000 EACH| 112.00000 448.00| 105.00000 420.00| 210.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06203 25.000 LFT | 4.00000 100.00| 1.08000 27.00| 22.00000 550.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06625 48.000 EACH| 80.00000 3840.00| 100.00000 4800.00| 46.00000 2208.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 26.000 EACH| 102.00000 2652.00| 85.00000 2210.00| 62.00000 1612.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 3850.00000 3850.00| 100.00000 100.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0025 801-07118 96.000 LFT | 12.30000 1180.80| 8.00000 768.00| 7.00000 672.00 BARRICADE, III-A | | | 0026 801-07119 48.000 LFT | 14.00000 672.00| 9.00000 432.00| 7.10000 340.80 BARRICADE, III-B | | | 0027 804-06725 9.000 EACH| 24.50000 220.50| 45.00000 405.00| 58.00000 522.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0028 808-06712 25.000 LFT | 2.00000 50.00| 2.70000 67.50| 4.00000 100.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 200.000 LFT | 2.00000 400.00| 2.10000 420.00| 4.00000 800.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 158,957.55| $ 189,981.00| $ 198,520.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,957.55| $ 189,981.00| $ 198,520.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-1212938 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6540.00000 6540.00| 2489.00000 2489.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2180.00000 6540.00| 2107.92000 6323.76| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 11990.00000 11990.00| 31327.01000 31327.01| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 11990.00000 11990.00| 20894.74000 20894.74| 19545.00000 19545.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 20.000 CYS | 54.50000 1090.00| 23.63000 472.60| 150.00000 3000.00 EXCAVATION, COMMON | | | 0006 203-02070 225.000 CYS | 18.53000 4169.25| 26.28000 5913.00| 30.00000 6750.00 BORROW | | | 0007 205-06932 78.000 LFT | 16.35000 1275.30| 14.14000 1102.92| 10.00000 780.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 100.000 LFT | 2.18000 218.00| 1.75000 175.00| 10.00000 1000.00 TEMPORARY SILT FENCE | | | 0009 303-94433 405.000 CYS | 22.89000 9270.45| 29.50000 11947.50| 15.00000 6075.00 AGGREGATE, 12 | | | 0010 304-07490 92.000 TON | 136.25000 12535.00| 104.09000 9576.28| 100.00000 9200.00 HMA PATCHING, TYPE B | | | 0011 603-96240 80.000 LFT | 27.25000 2180.00| 26.02000 2081.60| 20.00000 1600.00 FENCE, BARBED WIRE, RESET | | | 0012 616-02320 600.000 SYS | 2.18000 1308.00| 2.25000 1350.00| 1.00000 600.00 GEOTEXTILES | | | 0013 616-06405 345.000 TON | 18.53000 6392.85| 28.49000 9829.05| 30.00000 10350.00 RIPRAP, REVETMENT | | | 0014 621-01004 2.000 EACH| 403.30000 806.60| 412.95000 825.90| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1500.000 SYS | 1.09000 1635.00| 0.62000 930.00| 1.50000 2250.00 MULCHED SEEDING, R | | | 0016 621-06570 155.000 CYS | 23.98000 3716.90| 28.37000 4397.35| 25.00000 3875.00 TOP SOIL | | | 0017 715-05169 24.000 LFT | 32.70000 784.80| 38.89000 933.36| 55.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0018 723-06660 49.000 SYS | 392.40000 19227.60| 359.99000 17639.51| 200.00000 9800.00 WINGWALL | | | 0019 723-07311 66.300 LFT | 1308.00000 86720.40| 1002.75000 66482.32| 1450.00000 96135.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1136349 |(6) 35-1212938 |EDSAM CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-04308 4.000 EACH| 218.00000 872.00| 226.27000 905.08| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06203 25.000 LFT | 21.80000 545.00| 22.63000 565.75| 0.20000 5.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06625 48.000 EACH| 47.96000 2302.08| 49.78000 2389.44| 75.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 26.000 EACH| 65.40000 1700.40| 67.88000 1764.88| 95.00000 2470.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 4360.00000 4360.00| 782.90000 782.90| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0025 801-07118 96.000 LFT | 6.54000 627.84| 6.11000 586.56| 15.00000 1440.00 BARRICADE, III-A | | | 0026 801-07119 48.000 LFT | 6.54000 313.92| 6.13000 294.24| 16.50000 792.00 BARRICADE, III-B | | | 0027 804-06725 9.000 EACH| 59.95000 539.55| 62.23000 560.07| 25.00000 225.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0028 808-06712 25.000 LFT | 3.92000 98.00| 4.04000 101.00| 10.00000 250.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 200.000 LFT | 3.92000 784.00| 4.04000 808.00| 5.00000 1000.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 200,532.94| $ 203,448.82| $ 204,402.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 200,532.94| $ 203,448.82| $ 204,402.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-1817574 |(9) 35-1564026 |FORCE CONSTRUCTION CO. INC. |YARDBERRY LANDSCAPE |WINGHAM PAVING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2200.00000 2200.00| 4500.00000 4500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1385.00000 4155.00| 2500.00000 7500.00| 3400.00000 10200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28902.00000 28902.00| 9800.00000 9800.00| 10107.00000 10107.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 10108.00000 10108.00| 8000.00000 8000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 20.000 CYS | 11.48000 229.60| 100.00000 2000.00| 50.00000 1000.00 EXCAVATION, COMMON | | | 0006 203-02070 225.000 CYS | 25.31000 5694.75| 12.00000 2700.00| 28.25000 6356.25 BORROW | | | 0007 205-06932 78.000 LFT | 6.62000 516.36| 21.00000 1638.00| 15.63000 1219.14 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 100.000 LFT | 1.82000 182.00| 3.90000 390.00| 2.00000 200.00 TEMPORARY SILT FENCE | | | 0009 303-94433 405.000 CYS | 25.35000 10266.75| 31.25000 12656.25| 18.31000 7415.55 AGGREGATE, 12 | | | 0010 304-07490 92.000 TON | 100.00000 9200.00| 80.00000 7360.00| 150.00000 13800.00 HMA PATCHING, TYPE B | | | 0011 603-96240 80.000 LFT | 17.95000 1436.00| 10.00000 800.00| 9.00000 720.00 FENCE, BARBED WIRE, RESET | | | 0012 616-02320 600.000 SYS | 2.18000 1308.00| 3.00000 1800.00| 3.00000 1800.00 GEOTEXTILES | | | 0013 616-06405 345.000 TON | 20.95000 7227.75| 35.00000 12075.00| 21.00000 7245.00 RIPRAP, REVETMENT | | | 0014 621-01004 2.000 EACH| 365.00000 730.00| 700.00000 1400.00| 456.00000 912.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1500.000 SYS | 0.55000 825.00| 1.00000 1500.00| 0.70000 1050.00 MULCHED SEEDING, R | | | 0016 621-06570 155.000 CYS | 22.82000 3537.10| 26.50000 4107.50| 36.63000 5677.65 TOP SOIL | | | 0017 715-05169 24.000 LFT | 35.00000 840.00| 59.00000 1416.00| 28.00000 672.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0018 723-06660 49.000 SYS | 355.00000 17395.00| 220.00000 10780.00| 324.00000 15876.00 WINGWALL | | | 0019 723-07311 66.300 LFT | 1299.00000 86123.70| 1545.00000 102433.50| 1540.00000 102102.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-1817574 |(9) 35-1564026 |FORCE CONSTRUCTION CO. INC. |YARDBERRY LANDSCAPE |WINGHAM PAVING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-04308 4.000 EACH| 105.00000 420.00| 105.00000 420.00| 131.00000 524.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06203 25.000 LFT | 1.85000 46.25| 1.10000 27.50| 2.50000 62.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06625 48.000 EACH| 75.00000 3600.00| 100.00000 4800.00| 94.00000 4512.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 26.000 EACH| 95.00000 2470.00| 86.00000 2236.00| 119.00000 3094.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 6325.00000 6325.00| 3800.00000 3800.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0025 801-07118 96.000 LFT | 11.50000 1104.00| 8.00000 768.00| 14.38000 1380.48 BARRICADE, III-A | | | 0026 801-07119 48.000 LFT | 13.00000 624.00| 10.00000 480.00| 16.25000 780.00 BARRICADE, III-B | | | 0027 804-06725 9.000 EACH| 22.00000 198.00| 45.00000 405.00| 55.00000 495.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0028 808-06712 25.000 LFT | 1.85000 46.25| 2.70000 67.50| 2.31000 57.75 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 200.000 LFT | 1.85000 370.00| 2.15000 430.00| 2.31000 462.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 206,080.51| $ 206,290.25| $ 212,720.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,080.51| $ 206,290.25| $ 212,720.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 |(11) 35-2064912 |(12) 35-0918397 |DUNCAN ROBERTSON INC |B & P CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 7925.00000 7925.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 3000.00000 9000.00| 750.00000 2250.00| 2800.00000 8400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 25000.00000 25000.00| 21504.00000 21504.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 20.000 CYS | 100.00000 2000.00| 40.00000 800.00| 25.00000 500.00 EXCAVATION, COMMON | | | 0006 203-02070 225.000 CYS | 35.00000 7875.00| 17.00000 3825.00| 26.00000 5850.00 BORROW | | | 0007 205-06932 78.000 LFT | 1.00000 78.00| 5.00000 390.00| 3.00000 234.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 100.000 LFT | 3.00000 300.00| 5.00000 500.00| 1.75000 175.00 TEMPORARY SILT FENCE | | | 0009 303-94433 405.000 CYS | 30.00000 12150.00| 28.00000 11340.00| 31.00000 12555.00 AGGREGATE, 12 | | | 0010 304-07490 92.000 TON | 90.00000 8280.00| 92.00000 8464.00| 100.00000 9200.00 HMA PATCHING, TYPE B | | | 0011 603-96240 80.000 LFT | 27.00000 2160.00| 0.01000 0.80| 23.00000 1840.00 FENCE, BARBED WIRE, RESET | | | 0012 616-02320 600.000 SYS | 3.00000 1800.00| 1.00000 600.00| 3.00000 1800.00 GEOTEXTILES | | | 0013 616-06405 345.000 TON | 18.00000 6210.00| 20.00000 6900.00| 26.00000 8970.00 RIPRAP, REVETMENT | | | 0014 621-01004 2.000 EACH| 100.00000 200.00| 50.00000 100.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1500.000 SYS | 0.70000 1050.00| 0.50000 750.00| 0.45000 675.00 MULCHED SEEDING, R | | | 0016 621-06570 155.000 CYS | 50.00000 7750.00| 25.00000 3875.00| 32.00000 4960.00 TOP SOIL | | | 0017 715-05169 24.000 LFT | 40.00000 960.00| 20.00000 480.00| 51.50000 1236.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0018 723-06660 49.000 SYS | 400.00000 19600.00| 240.00000 11760.00| 225.00000 11025.00 WINGWALL | | | 0019 723-07311 66.300 LFT | 1250.00000 82875.00| 1632.00000 108201.60| 2228.00000 147716.40 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 441 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 251,283.67 ROUTE : 3 CALL ORDER : 441 CONTRACT ID : M -26467-A COUNTIES : RUSH LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 |(11) 35-2064912 |(12) 35-0918397 |DUNCAN ROBERTSON INC |B & P CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-04308 4.000 EACH| 220.00000 880.00| 100.00000 400.00| 97.50000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06203 25.000 LFT | 22.00000 550.00| 1.00000 25.00| 1.00000 25.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06625 48.000 EACH| 48.50000 2328.00| 100.00000 4800.00| 92.50000 4440.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 26.000 EACH| 66.00000 1716.00| 85.00000 2210.00| 80.00000 2080.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 3000.00000 3000.00| 8250.00000 8250.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0025 801-07118 96.000 LFT | 6.00000 576.00| 9.00000 864.00| 7.50000 720.00 BARRICADE, III-A | | | 0026 801-07119 48.000 LFT | 6.00000 288.00| 10.00000 480.00| 8.50000 408.00 BARRICADE, III-B | | | 0027 804-06725 9.000 EACH| 60.00000 540.00| 5.00000 45.00| 42.50000 382.50 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0028 808-06712 25.000 LFT | 4.00000 100.00| 4.00000 100.00| 2.50000 62.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 200.000 LFT | 4.00000 800.00| 3.00000 600.00| 2.00000 400.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 217,066.00| $ 224,939.40| $ 261,044.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,066.00| $ 224,939.40| $ 261,044.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 779,604.94 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 902,343.18 115.7436% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 929,775.33 119.2623% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 930,000.00 119.2911% 5 38-1625197 SELGE CONSTRUCTION CO. INC. $ 981,403.54 125.8847% 6 35-1374866 PRIMCO, INC. $ 991,296.40 127.1536% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 995,906.67 127.7450% 8 35-0997978 PHEND & BROWN, INC. $ 1,065,368.67 136.6549% 9 35-1139301 E & B PAVING, INC. $ 1,245,715.60 159.7880% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1582109 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-07039 6.000 MOS | 2000.00000 12000.00| 1800.00000 10800.00| 2713.53000 16281.18 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 38600.00000 38600.00| 45000.00000 45000.00| 20390.15000 20390.15 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 215.000 SYS | 12.00000 2580.00| 14.00000 3010.00| 4.53000 973.95 SURFACE MILLING, ASPHALT | | | 0004 202-60822 81.000 SYS | 20.00000 1620.00| 14.00000 1134.00| 12.02000 973.62 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 202-90592 52.000 SFT | 35.00000 1820.00| 31.70000 1648.40| 18.92000 983.84 EXPANSION JOINT, REMOVE | | | 0006 402-07452 24.000 TON | 160.00000 3840.00| 91.85000 2204.40| 100.00000 2400.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0007 503-05240 1895.000 LFT | 6.50000 12317.50| 11.40000 21603.00| 6.99000 13246.05 D-1 CONTRACTION JOINT | | | 0008 506-06333 6660.000 SYS | 68.00000 452880.00| 76.10000 506826.00| 91.42000 608857.20 PCCP PATCHING, FULL DEPTH | | | 0009 506-06334 450.000 SYS | 68.00000 30600.00| 150.00000 67500.00| 62.88000 28296.00 PCCP PATCHING, PARTIAL DEPTH | | | 0010 507-07482 13050.000 LFT | 1.18000 15399.00| 1.55000 20227.50| 1.55000 20227.50 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0011 605-06090 1542.000 LFT | 24.00000 37008.00| 17.40000 26830.80| 21.79000 33600.18 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0918397 |(3) 35-1582109 |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 605-94285 408.500 LFT | 40.00000 16340.00| 42.55000 17381.68| 23.39000 9554.82 CURB, CONCRETE RECONSTRUCTED | | | 0013 720-01894 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 514.17000 1028.34 CASTING, FURNISH AND ADJUST TO GRADE | | | 0014 720-44045 10.000 EACH| 650.00000 6500.00| 600.00000 6000.00| 514.12000 5141.20 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0015 720-45615 6.000 LFT | 350.00000 2100.00| 375.00000 2250.00| 203.01000 1218.06 STRUCTURE, INLET, RECONSTRUCT | | | 0016 724-02221 52.000 LFT | 50.00000 2600.00| 38.65000 2009.80| 78.57000 4085.64 EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0017 801-01093 6.000 EACH| 900.00000 5400.00| 900.00000 5400.00| 900.00000 5400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06640 27.000 EACH| 90.00000 2430.00| 90.00000 2430.00| 90.00000 2430.00 CONSTRUCTION SIGN, A | | | 0019 801-06710 100.000 DAY | 12.00000 1200.00| 12.00000 1200.00| 12.00000 1200.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 59500.00000 59500.00| 22200.00000 22200.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0021 805-78470 1850.000 LFT | 0.30000 555.00| 0.30000 555.00| 0.30000 555.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78795 200.000 LFT | 7.20000 1440.00| 7.20000 1440.00| 7.20000 1440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-03002 400.000 LFT | 0.32000 128.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0024 808-03632 400.000 LFT | 0.32000 128.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0025 808-04896 200.000 LFT | 0.32000 64.00| 0.32000 64.00| 0.32000 64.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0026 808-74805 50.000 LFT | 7.60000 380.00| 7.60000 380.00| 7.60000 380.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0027 801-92448 600.000 DAY | 1.50000 900.00| 1.50000 900.00| 1.50000 900.00 CONSTRUCTION SIGNS, MOBILE | | | 0028 507-07481 85092.000 LFT | 0.82000 69775.44| 1.55000 131892.60| 1.55000 131892.60 CRACKS AND JOINTS IN PCCP, SEAL | | | SECTION TOTALS | $ 779,604.94| $ 902,343.18| $ 929,775.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,604.94| $ 902,343.18| $ 929,775.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 38-1625197 |(6) 35-1374866 |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-07039 6.000 MOS | 1857.94000 11147.64| 1300.00000 7800.00| 2065.25000 12391.50 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 46199.77000 46199.77| 42475.00000 42475.00| 50521.40000 50521.40 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 215.000 SYS | 12.31000 2646.65| 12.00000 2580.00| 24.00000 5160.00 SURFACE MILLING, ASPHALT | | | 0004 202-60822 81.000 SYS | 13.72000 1111.32| 20.00000 1620.00| 24.00000 1944.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 202-90592 52.000 SFT | 93.48000 4860.96| 48.00000 2496.00| 80.00000 4160.00 EXPANSION JOINT, REMOVE | | | 0006 402-07452 24.000 TON | 200.00000 4800.00| 150.00000 3600.00| 175.00000 4200.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0007 503-05240 1895.000 LFT | 10.34000 19594.30| 9.60000 18192.00| 8.75000 16581.25 D-1 CONTRACTION JOINT | | | 0008 506-06333 6660.000 SYS | 70.07000 466666.20| 94.40000 628704.00| 82.50000 549450.00 PCCP PATCHING, FULL DEPTH | | | 0009 506-06334 450.000 SYS | 21.33000 9598.50| 110.00000 49500.00| 110.00000 49500.00 PCCP PATCHING, PARTIAL DEPTH | | | 0010 507-07482 13050.000 LFT | 2.30000 30015.00| 2.30000 30015.00| 2.40000 31320.00 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0011 605-06090 1542.000 LFT | 43.95000 67770.90| 14.50000 22359.00| 8.05000 12413.10 CURB, INTEGRAL, CONCRETE | | | 0012 605-94285 408.500 LFT | 90.61000 37014.19| 21.15000 8639.78| 20.90000 8537.65 CURB, CONCRETE RECONSTRUCTED | | | 0013 720-01894 2.000 EACH| 501.77000 1003.54| 615.00000 1230.00| 858.00000 1716.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0014 720-44045 10.000 EACH| 513.43000 5134.30| 725.00000 7250.00| 858.00000 8580.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0015 720-45615 6.000 LFT | 457.58000 2745.48| 750.00000 4500.00| 400.00000 2400.00 STRUCTURE, INLET, RECONSTRUCT | | | 0016 724-02221 52.000 LFT | 137.62000 7156.24| 100.00000 5200.00| 50.00000 2600.00 EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0017 801-01093 6.000 EACH| 900.00000 5400.00| 900.00000 5400.00| 900.00000 5400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06640 27.000 EACH| 90.00000 2430.00| 90.00000 2430.00| 90.00000 2430.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 38-1625197 |(6) 35-1374866 |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06710 100.000 DAY | 12.00000 1200.00| 12.00000 1200.00| 12.00000 1200.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 90992.25000 90992.25| 23700.00000 23700.00| 106576.90000 106576.90 MAINTAINING TRAFFIC | | | 0021 805-78470 1850.000 LFT | 0.30000 555.00| 0.30000 555.00| 0.30000 555.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78795 200.000 LFT | 7.20000 1440.00| 7.20000 1440.00| 7.20000 1440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-03002 400.000 LFT | 0.32000 128.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0024 808-03632 400.000 LFT | 0.32000 128.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0025 808-04896 200.000 LFT | 0.32000 64.00| 0.32000 64.00| 0.32000 64.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0026 808-74805 50.000 LFT | 7.60000 380.00| 7.60000 380.00| 7.60000 380.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0027 801-92448 600.000 DAY | 1.50000 900.00| 1.50000 900.00| 1.50000 900.00 CONSTRUCTION SIGNS, MOBILE | | | 0028 507-07481 85092.000 LFT | 1.28000 108917.76| 1.28000 108917.76| 1.30000 110619.60 CRACKS AND JOINTS IN PCCP, SEAL | | | SECTION TOTALS | $ 930,000.00| $ 981,403.54| $ 991,296.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 930,000.00| $ 981,403.54| $ 991,296.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-0997978 |(9) 35-1139301 |HUNT PAVING COMPANY, INC. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-07039 6.000 MOS | 2000.00000 12000.00| 1400.00000 8400.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 49300.00000 49300.00| 51000.00000 51000.00| 63750.00000 63750.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 215.000 SYS | 7.08000 1522.20| 5.00000 1075.00| 10.00000 2150.00 SURFACE MILLING, ASPHALT | | | 0004 202-60822 81.000 SYS | 13.41000 1086.21| 8.00000 648.00| 16.00000 1296.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 202-90592 52.000 SFT | 26.35000 1370.20| 15.00000 780.00| 37.00000 1924.00 EXPANSION JOINT, REMOVE | | | 0006 402-07452 24.000 TON | 173.92000 4174.08| 190.00000 4560.00| 145.00000 3480.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0007 503-05240 1895.000 LFT | 6.31000 11957.45| 5.50000 10422.50| 10.30000 19518.50 D-1 CONTRACTION JOINT | | | 0008 506-06333 6660.000 SYS | 80.00000 532800.00| 104.00000 692640.00| 122.00000 812520.00 PCCP PATCHING, FULL DEPTH | | | 0009 506-06334 450.000 SYS | 150.00000 67500.00| 104.00000 46800.00| 125.00000 56250.00 PCCP PATCHING, PARTIAL DEPTH | | | 0010 507-07482 13050.000 LFT | 1.55000 20227.50| 1.51000 19705.50| 1.55000 20227.50 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0011 605-06090 1542.000 LFT | 25.11000 38719.62| 10.50000 16191.00| 17.00000 26214.00 CURB, INTEGRAL, CONCRETE | | | 0012 605-94285 408.500 LFT | 37.19000 15192.12| 37.50000 15318.75| 43.00000 17565.50 CURB, CONCRETE RECONSTRUCTED | | | 0013 720-01894 2.000 EACH| 460.19000 920.38| 300.00000 600.00| 1255.00000 2510.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0014 720-44045 10.000 EACH| 537.76000 5377.60| 400.00000 4000.00| 1255.00000 12550.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0015 720-45615 6.000 LFT | 206.22000 1237.32| 355.00000 2130.00| 565.00000 3390.00 STRUCTURE, INLET, RECONSTRUCT | | | 0016 724-02221 52.000 LFT | 54.35000 2826.20| 192.00000 9984.00| 85.00000 4420.00 EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0017 801-01093 6.000 EACH| 760.91000 4565.46| 900.00000 5400.00| 900.00000 5400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06640 27.000 EACH| 134.46000 3630.42| 90.00000 2430.00| 90.00000 2430.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 766,016.09 ROUTE : 19 CALL ORDER : 451 CONTRACT ID : M -26491-A COUNTIES : ELKHART LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-0997978 |(9) 35-1139301 |HUNT PAVING COMPANY, INC. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06710 100.000 DAY | 20.69000 2069.00| 12.00000 1200.00| 24.00000 2400.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 91500.61000 91500.61| 40000.00000 40000.00| 43050.00000 43050.00 MAINTAINING TRAFFIC | | | 0021 805-78470 1850.000 LFT | 0.27000 499.50| 0.30000 555.00| 0.15000 277.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78795 200.000 LFT | 11.00000 2200.00| 7.20000 1440.00| 9.50000 1900.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-03002 400.000 LFT | 2.00000 800.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0024 808-03632 400.000 LFT | 2.00000 800.00| 0.32000 128.00| 0.32000 128.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0025 808-04896 200.000 LFT | 2.00000 400.00| 0.32000 64.00| 0.32000 64.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0026 808-74805 50.000 LFT | 20.00000 1000.00| 7.60000 380.00| 7.60000 380.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0027 801-92448 600.000 DAY | 5.17000 3102.00| 1.50000 900.00| 1.50000 900.00 CONSTRUCTION SIGNS, MOBILE | | | 0028 507-07481 85092.000 LFT | 1.40000 119128.80| 1.51000 128488.92| 1.55000 131892.60 CRACKS AND JOINTS IN PCCP, SEAL | | | SECTION TOTALS | $ 995,906.67| $ 1,065,368.67| $ 1,245,715.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 995,906.67| $ 1,065,368.67| $ 1,245,715.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 453 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,196.55 ROUTE : SR 335 CALL ORDER : 453 CONTRACT ID : M -26575-A COUNTIES : HARRISON LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 14,450.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 20,990.00 145.2595% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 23,900.00 165.3979% 4 37-1394196 STREET'S TREE TRIMMING REMOVAL CONTRACTORS INC. $ 26,950.00 186.5051% 5 35-1991044 JOHNSON COMPANY INC. $ 34,600.00 239.4463% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 37,850.00 261.9377% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 79,000.00 546.7128% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1817574 |(3) 35-2070195 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL FROM CHANNEL | | | 0001 110-01001 LUMP| 800.00000 800.00| 1000.00000 1000.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 12665.00000 12665.00| 18000.00000 18000.00| 20000.00000 20000.00 DEBRIS, REMOVE | | | 0003 801-06640 6.000 EACH| 164.00000 984.00| 165.00000 990.00| 50.00000 300.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 1.00000 1.00| 1000.00000 1000.00| 1600.00000 1600.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 14,450.00| $ 20,990.00| $ 23,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,450.00| $ 20,990.00| $ 23,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 453 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,196.55 ROUTE : SR 335 CALL ORDER : 453 CONTRACT ID : M -26575-A COUNTIES : HARRISON LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 37-1394196 |(5) 35-1991044 |(6) 35-2032723 |STREET'S TREE TRIMMING REMOV|JOHNSON COMPANY INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL FROM CHANNEL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 4400.00000 4400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 18000.00000 18000.00| 26000.00000 26000.00| 27000.00000 27000.00 DEBRIS, REMOVE | | | 0003 801-06640 6.000 EACH| 75.00000 450.00| 100.00000 600.00| 200.00000 1200.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 5250.00000 5250.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 26,950.00| $ 34,600.00| $ 37,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,950.00| $ 34,600.00| $ 37,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 453 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 25,196.55 ROUTE : SR 335 CALL ORDER : 453 CONTRACT ID : M -26575-A COUNTIES : HARRISON LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL FROM CHANNEL | | | 0001 110-01001 LUMP| 3500.00000 3500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 68000.00000 68000.00| | DEBRIS, REMOVE | | | 0003 801-06640 6.000 EACH| 250.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 6000.00000 6000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 79,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 455 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,971.41 ROUTE : I-74 CALL ORDER : 455 CONTRACT ID : M -26576-A COUNTIES : DEARBORN DECATUR LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 133,492.30 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 134,630.00 100.8522% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-07038 12.000 MOS | 1300.00000 15600.00| 1380.00000 16560.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5600.00000 5600.00| 1888.00000 1888.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 601-02103 115.000 LFT | 18.00000 2070.00| 13.05000 1500.75| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0004 601-02212 59.000 EACH| 16.00000 944.00| 14.00000 826.00| GUARDRAIL POST, BRACKET, 8.5 LBS PER FT,| | | GALVANIZED, 1 FT. 5 IN. | | | 0005 601-03599 3.000 EACH| 120.00000 360.00| 105.00000 315.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0006 601-61340 115.000 EACH| 46.00000 5290.00| 85.00000 9775.00| GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0007 601-61350 55.000 EACH| 15.00000 825.00| 21.00000 1155.00| GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0008 601-61390 5.000 EACH| 45.00000 225.00| 29.00000 145.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0009 601-62530 1.000 EACH| 125.00000 125.00| 547.00000 547.00| GUARD RAIL PIER CONNECTION, ES | | | 0010 601-62540 100.000 EACH| 18.50000 1850.00| 15.90000 1590.00| GUARD RAIL POST, PLUMB | | | 0011 601-91428 18.000 EACH| 260.00000 4680.00| 175.00000 3150.00| GUARD RAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 455 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,971.41 ROUTE : I-74 CALL ORDER : 455 CONTRACT ID : M -26576-A COUNTIES : DEARBORN DECATUR LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-91432 36.000 EACH| 275.00000 9900.00| 175.00000 6300.00| GUARD RAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0013 601-91504 6.000 EACH| 110.00000 660.00| 95.00000 570.00| GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0014 601-91505 11.000 EACH| 80.00000 880.00| 65.00000 715.00| GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0015 601-91542 38.000 EACH| 38.00000 1444.00| 17.00000 646.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0016 601-94689 5.000 EACH| 2600.00000 13000.00| 1835.00000 9175.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-95972 32.000 EACH| 75.00000 2400.00| 70.00000 2240.00| GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0018 601-96591 2446.000 LFT | 5.55000 13575.30| 6.45000 15776.70| GUARD RAIL PANEL, STEEL BEAM | | | 0019 601-97950 54.000 EACH| 16.00000 864.00| 17.00000 918.00| GUARD RAIL POST BRACKET, TREATED TIMBER,| | | 6 IN. X 6 IN. | | | 0020 601-99105 4000.000 LFT | 12.25000 49000.00| 14.00000 56000.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 801-06775 LUMP| 4200.00000 4200.00| 4837.55000 4837.55| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 133,492.30| $ 134,630.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,492.30| $ 134,630.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 457 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,891.52 ROUTE : I-65 CALL ORDER : 457 CONTRACT ID : M -26629-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 16,895.00 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 24,780.00 146.6706% 3 35-1817574 YARDBERRY LANDSCAPE $ 38,360.00 227.0494% 4 35-2008626 CENTRAL INDIANA CONTRACTING INC. $ 51,612.00 305.4868% 5 35-1310611 DUNCAN ROBERTSON INC $ 92,400.00 546.9073% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 99,700.00 590.1154% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1991044 |(3) 35-1817574 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL FROM CHANNEL | | | 0001 110-01001 LUMP| 900.00000 900.00| 1500.00000 1500.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 15700.00000 15700.00| 21000.00000 21000.00| 31000.00000 31000.00 DEBRIS, REMOVE | | | 0003 801-06640 12.000 EACH| 10.00000 120.00| 65.00000 780.00| 155.00000 1860.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 175.00000 175.00| 1500.00000 1500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 16,895.00| $ 24,780.00| $ 38,360.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,895.00| $ 24,780.00| $ 38,360.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 457 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,891.52 ROUTE : I-65 CALL ORDER : 457 CONTRACT ID : M -26629-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2008626 |(5) 35-1310611 |(6) 35-2032723 |CENTRAL INDIANA CONTRACTING |DUNCAN ROBERTSON INC |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL FROM CHANNEL | | | 0001 110-01001 LUMP| 3130.00000 3130.00| 5000.00000 5000.00| 5520.00000 5520.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 44632.00000 44632.00| 75000.00000 75000.00| 86750.00000 86750.00 DEBRIS, REMOVE | | | 0003 801-06640 12.000 EACH| 75.00000 900.00| 200.00000 2400.00| 150.00000 1800.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 2950.00000 2950.00| 10000.00000 10000.00| 5630.00000 5630.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 51,612.00| $ 92,400.00| $ 99,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 51,612.00| $ 92,400.00| $ 99,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 459 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 345,903.59 ROUTE : VARIOUS CALL ORDER : 459 CONTRACT ID : M -26665-B COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/29/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 339,278.65 100.0000% 2 23-2332783 DEANGELO BROTHERS, INC. $ 343,192.62 101.1536% 3 52-2166771 CHEMI-TROL CHEMICAL CO $ 401,902.19 118.4578% ==================================================================================================================================== |(1) 35-1038926 |(2) 23-2332783 |(3) 52-2166771 |TOWNSEND TREE SERVICE CO |DEANGELO BROTHERS, INC. |CHEMI-TROL CHEMICAL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE- HERBICIDE TREATMENT | | | 0001 624-92647 8471.800 ACRE| 40.04800 339278.65| 40.51000 343192.62| 47.44000 401902.19 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 339,278.65| $ 343,192.62| $ 401,902.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,278.65| $ 343,192.62| $ 401,902.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,232.83 ROUTE : 52 CALL ORDER : 461 CONTRACT ID : M -26669-A COUNTIES : TIPPECANOE LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 242,413.79 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 268,503.70 110.7625% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 21258.82000 21258.82| 13425.25000 13425.25| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 12130.000 SYS | 0.89000 10795.70| 1.75000 21227.50| SURFACE MILLING, ASPHALT | | | 0003 303-01180 150.000 TON | 35.66000 5349.00| 27.85000 4177.50| COMPACTED AGGREGATE, 53 | | | 0004 304-07491 375.000 TON | 101.76000 38160.00| 115.60000 43350.00| HMA PATCHING, TYPE C | | | 0005 401-06264 LUMP| 2115.79000 2115.79| 1724.63000 1724.63| PROFILOGRAPH, HMA | | | 0006 401-07335 1500.000 TON | 49.64000 74460.00| 54.35000 81525.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0007 401-07404 1250.000 TON | 38.21000 47762.50| 43.15000 53937.50| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm| | | 0008 406-05520 7.000 TON | 188.94000 1322.58| 188.67000 1320.69| ASPHALT FOR TACK COAT | | | 0009 610-07488 164.000 TON | 96.43000 15814.52| 82.70000 13562.80| HMA FOR APPROACHES, TYPE C | | | 0010 801-01093 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0011 801-03290 2.000 EACH| 75.00000 150.00| 75.00000 150.00| CONSTRUCTION SIGN, C | | | 0012 801-06203 377.000 LFT | 1.50000 565.50| 1.25000 471.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 377.000 LFT | 1.26000 475.02| 1.75000 659.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 12.000 EACH| 88.00000 1056.00| 90.00000 1080.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,232.83 ROUTE : 52 CALL ORDER : 461 CONTRACT ID : M -26669-A COUNTIES : TIPPECANOE LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06710 30.000 DAY | 25.00000 750.00| 30.00000 900.00| FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 9097.86000 9097.86| 17697.33000 17697.33| MAINTAINING TRAFFIC | | | 0017 805-01844 100.000 LFT | 12.00000 1200.00| 12.20000 1220.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0018 805-02503 840.000 LFT | 0.40000 336.00| 0.40000 336.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0019 805-78510 100.000 LFT | 1.50000 150.00| 1.55000 155.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0020 805-78785 2.000 EACH| 380.00000 760.00| 390.00000 780.00| SIGNAL DETECTOR HOUSING | | | 0021 805-78795 300.000 LFT | 9.00000 2700.00| 9.00000 2700.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 2.000 EACH| 300.00000 600.00| 300.00000 600.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-03632 100.000 LFT | 5.00000 500.00| 5.00000 500.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0024 808-06701 1050.000 LFT | 1.25000 1312.50| 1.25000 1312.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0025 808-06703 290.000 LFT | 1.25000 362.50| 1.25000 362.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-06713 4230.000 LFT | 0.20000 846.00| 0.20000 846.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 4100.000 LFT | 0.20000 820.00| 0.20000 820.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-06716 150.000 LFT | 1.25000 187.50| 1.25000 187.50| LINE, REMOVE | | | 0029 808-74805 50.000 LFT | 22.50000 1125.00| 22.50000 1125.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0030 808-75297 60.000 LFT | 7.50000 450.00| 7.50000 450.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 4.000 EACH| 60.00000 240.00| 60.00000 240.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 2.000 EACH| 75.00000 150.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,232.83 ROUTE : 52 CALL ORDER : 461 CONTRACT ID : M -26669-A COUNTIES : TIPPECANOE LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75996 62.000 EACH| 5.50000 341.00| 5.00000 310.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 242,413.79| $ 268,503.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 242,413.79| $ 268,503.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,000.00 ROUTE : VARIOUS CALL ORDER : 471 CONTRACT ID : M -26682-A COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/27/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS, INC. $ 229,537.01 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 231,963.15 101.0569% 3 35-1944148 DALTONS, INC. $ 248,274.00 108.1629% 4 52-2166771 CHEMI-TROL CHEMICAL CO $ 250,000.00 108.9148% ==================================================================================================================================== |(1) 23-2332783 |(2) 35-1038926 |(3) 35-1944148 |DEANGELO BROTHERS, INC. |TOWNSEND TREE SERVICE CO |DALTONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 624-92647 6487.000 ACRE| 35.23000 228537.01| 35.60400 230963.15| 37.00000 240019.00 HERBICIDE TREATMENT | | | 0002 801-06775 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 8255.00000 8255.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 229,537.01| $ 231,963.15| $ 248,274.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,537.01| $ 231,963.15| $ 248,274.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 263,000.00 ROUTE : VARIOUS CALL ORDER : 471 CONTRACT ID : M -26682-A COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 52-2166771 | | |CHEMI-TROL CHEMICAL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 624-92647 6487.000 ACRE| 37.99000 246441.13| | HERBICIDE TREATMENT | | | 0002 801-06775 LUMP| 3558.87000 3558.87| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 250,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,675.00 ROUTE : VARIOUS CALL ORDER : 481 CONTRACT ID : M -26711-A COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 78,989.00 100.0000% 2 34-0176110 DAVEY TREE EXPERT $ 81,225.00 102.8307% 3 35-1038926 TOWNSEND TREE SERVICE CO $ 105,700.00 133.8161% 4 37-1394196 STREET'S TREE TRIMMING REMOVAL CONTRACTORS INC. $ 126,350.00 159.9589% ==================================================================================================================================== |(1) 35-1991044 |(2) 34-0176110 |(3) 35-1038926 |JOHNSON COMPANY INC. |DAVEY TREE EXPERT |TOWNSEND TREE SERVICE CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 6.000 EACH| 150.00000 900.00| 200.00000 1200.00| 300.00000 1800.00 TREE, 10 IN., REMOVE | | | 0003 202-02250 1.000 EACH| 450.00000 450.00| 400.00000 400.00| 600.00000 600.00 TREE, 10 IN., REMOVE , EMERGENCY REMOVAL| | | 0004 202-02255 19.000 EACH| 350.00000 6650.00| 350.00000 6650.00| 450.00000 8550.00 TREE, 18 IN., REMOVE | | | 0005 202-02255 1.000 EACH| 750.00000 750.00| 700.00000 700.00| 700.00000 700.00 TREE, 18 IN., REMOVE , EMERGENCY REMOVAL| | | 0006 202-02260 38.000 EACH| 468.00000 17784.00| 500.00000 19000.00| 600.00000 22800.00 TREE, 30 IN., REMOVE | | | 0007 202-02260 1.000 EACH| 950.00000 950.00| 1000.00000 1000.00| 750.00000 750.00 TREE, 30 IN., REMOVE , EMERGENCY REMOVAL| | | 0008 202-02265 31.000 EACH| 650.00000 20150.00| 750.00000 23250.00| 900.00000 27900.00 TREE, 48 IN., REMOVE | | | 0009 202-02265 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1200.00000 1200.00 TREE, 48 IN., REMOVE - EMERGENCY REMOVAL| | | 0010 202-02270 6.000 EACH| 950.00000 5700.00| 1000.00000 6000.00| 1200.00000 7200.00 TREE, 60 IN., REMOVE | | | 0011 202-02270 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1400.00000 1400.00 TREE, 60 IN., REMOVE - EMERGENCY REMOVAL| | | 0012 202-91922 105.000 EACH| 115.00000 12075.00| 95.00000 9975.00| 200.00000 21000.00 STUMP, REMOVE | | | 0013 801-06640 4.000 EACH| 45.00000 180.00| 75.00000 300.00| 200.00000 800.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 50.000 DAY | 28.00000 1400.00| 25.00000 1250.00| 100.00000 5000.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,675.00 ROUTE : VARIOUS CALL ORDER : 481 CONTRACT ID : M -26711-A COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 34-0176110 |(3) 35-1038926 |JOHNSON COMPANY INC. |DAVEY TREE EXPERT |TOWNSEND TREE SERVICE CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 78,989.00| $ 81,225.00| $ 105,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,989.00| $ 81,225.00| $ 105,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,675.00 ROUTE : VARIOUS CALL ORDER : 481 CONTRACT ID : M -26711-A COUNTIES : VARIOUS LETTING DATE : 02/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 37-1394196 | | |STREET'S TREE TRIMMING REMOV| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 6.000 EACH| 225.00000 1350.00| | TREE, 10 IN., REMOVE | | | 0003 202-02250 1.000 EACH| 2500.00000 2500.00| | TREE, 10 IN., REMOVE , EMERGENCY REMOVAL| | | 0004 202-02255 19.000 EACH| 425.00000 8075.00| | TREE, 18 IN., REMOVE | | | 0005 202-02255 1.000 EACH| 2500.00000 2500.00| | TREE, 18 IN., REMOVE , EMERGENCY REMOVAL| | | 0006 202-02260 38.000 EACH| 750.00000 28500.00| | TREE, 30 IN., REMOVE | | | 0007 202-02260 1.000 EACH| 2500.00000 2500.00| | TREE, 30 IN., REMOVE , EMERGENCY REMOVAL| | | 0008 202-02265 31.000 EACH| 950.00000 29450.00| | TREE, 48 IN., REMOVE | | | 0009 202-02265 1.000 EACH| 2500.00000 2500.00| | TREE, 48 IN., REMOVE - EMERGENCY REMOVAL| | | 0010 202-02270 6.000 EACH| 1800.00000 10800.00| | TREE, 60 IN., REMOVE | | | 0011 202-02270 1.000 EACH| 2500.00000 2500.00| | TREE, 60 IN., REMOVE - EMERGENCY REMOVAL| | | 0012 202-91922 105.000 EACH| 225.00000 23625.00| | STUMP, REMOVE | | | 0013 801-06640 4.000 EACH| 75.00000 300.00| | CONSTRUCTION SIGN, A | | | 0014 801-06710 50.000 DAY | 35.00000 1750.00| | FLASHING ARROW SIGN | | | 0015 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 126,350.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,350.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,329.00 ROUTE : 52 CALL ORDER : 491 CONTRACT ID : M -26718-A COUNTIES : TIPPECANOE LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/09/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 163,589.85 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 176,981.56 108.1861% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 177,914.40 108.7563% 4 35-1212938 ATLAS EXCAVATING, INC. $ 179,000.00 109.4199% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 207,480.00 126.8293% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 229,743.85 140.4389% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1609544 |(3) 35-0918397 |PIONEER ASSOCIATES, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MEDIAN CURB ISLAND RECONSTRUCTION | | | 0001 105-06845 LUMP| 5100.00000 5100.00| 4000.00000 4000.00| 1800.00000 1800.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 8100.00000 8100.00| 21607.58000 21607.58| 13742.83000 13742.83 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02274 4311.000 LFT | 6.00000 25866.00| 2.31000 9958.41| 4.41000 19011.51 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0004 203-02000 1521.000 CYS | 11.00000 16731.00| 16.51000 25111.71| 14.27000 21704.67 EXCAVATION, COMMON | | | 0005 211-07454 594.000 CYS | 32.00000 19008.00| 21.59000 12824.46| 23.17000 13762.98 STRUCTURE BACKFILL | | | 0006 605-06125 4311.000 LFT | 9.00000 38799.00| 10.34000 44575.74| 13.07000 56344.77 CURB, CONCRETE, MODIFIED | | | 0007 621-06570 1474.000 CYS | 26.00000 38324.00| 25.59000 37719.66| 19.47000 28698.78 TOP SOIL | | | 0008 720-44296 2.000 EACH| 406.00000 812.00| 352.78000 705.56| 255.43000 510.86 CAP INLET | | | 0009 801-06640 27.000 EACH| 70.00000 1890.00| 97.20000 2624.40| 90.00000 2430.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 50.000 DAY | 33.00000 1650.00| 21.60000 1080.00| 20.00000 1000.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 1490.00000 1490.00| 5996.54000 5996.54| 9423.80000 9423.80 MAINTAINING TRAFFIC | | | 0012 805-96014 4311.000 LFT | 1.35000 5819.85| 2.50000 10777.50| 2.20000 9484.20 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 163,589.85| $ 176,981.56| $ 177,914.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 163,589.85| $ 176,981.56| $ 177,914.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,329.00 ROUTE : 52 CALL ORDER : 491 CONTRACT ID : M -26718-A COUNTIES : TIPPECANOE LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1917625 |(6) 35-0999231 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MEDIAN CURB ISLAND RECONSTRUCTION | | | 0001 105-06845 LUMP| 3200.00000 3200.00| 2000.00000 2000.00| 1144.25000 1144.25 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| 10450.00000 10450.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02274 4311.000 LFT | 2.00000 8622.00| 8.50000 36643.50| 5.63000 24270.93 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0004 203-02000 1521.000 CYS | 18.00000 27378.00| 17.50000 26617.50| 17.78000 27043.38 EXCAVATION, COMMON | | | 0005 211-07454 594.000 CYS | 30.00000 17820.00| 25.00000 14850.00| 32.34000 19209.96 STRUCTURE BACKFILL | | | 0006 605-06125 4311.000 LFT | 11.00000 47421.00| 15.00000 64665.00| 16.26000 70096.86 CURB, CONCRETE, MODIFIED | | | 0007 621-06570 1474.000 CYS | 30.00000 44220.00| 25.00000 36850.00| 27.82000 41006.68 TOP SOIL | | | 0008 720-44296 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 287.50000 575.00 CAP INLET | | | 0009 801-06640 27.000 EACH| 90.00000 2430.00| 46.00000 1242.00| 94.50000 2551.50 CONSTRUCTION SIGN, A | | | 0010 801-06710 50.000 DAY | 25.00000 1250.00| 17.00000 850.00| 23.00000 1150.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 5881.50000 5881.50| 6340.00000 6340.00| 10905.84000 10905.84 MAINTAINING TRAFFIC | | | 0012 805-96014 4311.000 LFT | 2.50000 10777.50| 2.00000 8622.00| 4.95000 21339.45 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 179,000.00| $ 207,480.00| $ 229,743.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,000.00| $ 207,480.00| $ 229,743.85 ====================================================================================================================================