INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/25/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000U SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1564026 WINGHAM PAVING INC. $ 173,348.23 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 173,715.93 100.2121% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 186,439.85 107.5522% 4 35-1609544 SCHUTT-LOOKABILL CO $ 187,833.10 108.3559% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 188,186.19 108.5596% 6 35-1817574 YARDBERRY LANDSCAPE $ 202,492.72 116.8126% 7 35-1385672 FORCE CONSTRUCTION CO. INC. $ 214,630.04 123.8143% 8 35-1315965 FOX CONTRACTORS CORP. $ 215,133.58 124.1048% 9 35-1991044 JOHNSON COMPANY INC. $ 230,096.80 132.7367% 10 35-1212938 ATLAS EXCAVATING, INC. $ 248,842.00 143.5503% ==================================================================================================================================== |(1) 35-1564026 |(2) 35-2064912 |(3) 35-2070195 |WINGHAM PAVING INC. |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI 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| 2000.00000 2000.00| 5700.00000 5700.00| 3750.00000 3750.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2300.00000 6900.00| 950.00000 2850.00| 1100.00000 3300.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 8250.00000 8250.00| 12600.00000 12600.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 3200.00000 3200.00| 11380.00000 11380.00| 9500.00000 9500.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 5.000 CYS | 50.00000 250.00| 20.00000 100.00| 50.00000 250.00 EXCAVATION, COMMON | | | 0006 203-02070 575.000 CYS | 18.00000 10350.00| 16.10000 9257.50| 18.50000 10637.50 BORROW | | | 0007 205-06932 80.000 LFT | 8.90000 712.00| 5.00000 400.00| 10.00000 800.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06933 3.000 EACH| 70.00000 210.00| 20.00000 60.00| 100.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 1000.000 LFT | 1.75000 1750.00| 1.00000 1000.00| 1.85000 1850.00 TEMPORARY SILT FENCE | | | 0010 303-94433 530.000 CYS | 15.00000 7950.00| 22.00000 11660.00| 21.50000 11395.00 AGGREGATE, 12 | | | 0011 304-07490 110.000 TON | 115.00000 12650.00| 90.00000 9900.00| 95.00000 10450.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-2064912 |(3) 35-2070195 |WINGHAM PAVING INC. |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 616-02320 740.000 SYS | 2.25000 1665.00| 1.75000 1295.00| 2.50000 1850.00 GEOTEXTILES | | | 0013 616-06405 325.000 TON | 18.00000 5850.00| 19.00000 6175.00| 19.00000 6175.00 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 435.00000 435.00| 400.00000 400.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 2900.000 SYS | 0.60000 1740.00| 0.75000 2175.00| 0.57500 1667.50 MULCHED SEEDING, R | | | 0016 621-06570 130.000 CYS | 30.00000 3900.00| 25.00000 3250.00| 30.00000 3900.00 TOP SOIL | | | 0017 715-05119 10.000 LFT | 40.00000 400.00| 25.00000 250.00| 35.00000 350.00 PIPE, TYPE 1, CIRCULAR, 15 IN. , Smooth | | | Wall PVC | | | 0018 715-05121 56.000 LFT | 26.00000 1456.00| 25.00000 1400.00| 40.00000 2240.00 PIPE, TYPE 1, CIRCULAR, 18 IN. , Smooth | | | Wall PVC | | | 0019 715-05123 104.000 LFT | 28.00000 2912.00| 27.00000 2808.00| 45.00000 4680.00 PIPE, TYPE 1, CIRCULAR, 24 IN. , Smooth | | | Wall PVC | | | 0020 723-06660 29.520 SYS | 519.00000 15320.88| 299.00000 8826.48| 450.00000 13284.00 WINGWALL | | | 0021 723-07617 65.333 LFT | 1165.00000 76112.95| 1150.00000 75132.95| 1250.00000 81666.25 STRUCTURE, PRECAST 3-SIDED, 216 IN. X | | | 90 IN. | | | 0022 801-04308 6.000 EACH| 114.00000 684.00| 110.00000 660.00| 105.50000 633.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06207 43.000 LFT | 5.00000 215.00| 2.00000 86.00| 1.00000 43.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06625 46.000 EACH| 50.00000 2300.00| 45.00000 2070.00| 52.50000 2415.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 26.000 EACH| 72.00000 1872.00| 62.00000 1612.00| 58.00000 1508.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 3750.00000 3750.00 MAINTAINING TRAFFIC | | | 0027 801-07118 96.000 LFT | 4.60000 441.60| 4.00000 384.00| 4.35000 417.60 BARRICADE, III-A | | | 0028 801-07119 48.000 LFT | 5.20000 249.60| 4.50000 216.00| 5.40000 259.20 BARRICADE, III-B | | | 0029 804-06725 8.000 EACH| 15.00000 120.00| 30.00000 240.00| 19.35000 154.80 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-2064912 |(3) 35-2070195 |WINGHAM PAVING INC. |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 808-06712 175.000 LFT | 0.92000 161.00| 0.80000 140.00| 0.40000 70.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 860.000 LFT | 0.92000 791.20| 0.80000 688.00| 0.40000 344.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 173,348.23| $ 173,715.93| $ 186,439.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 173,348.23| $ 173,715.93| $ 186,439.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1912582 |(6) 35-1817574 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |YARDBERRY LANDSCAPE 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| 2000.00000 2000.00| 5500.00000 5500.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1000.00000 3000.00| 1600.00000 4800.00| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 9300.00000 9300.00| 18000.00000 18000.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 20627.00000 20627.00| 9000.00000 9000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 5.000 CYS | 50.00000 250.00| 50.00000 250.00| 250.00000 1250.00 EXCAVATION, COMMON | | | 0006 203-02070 575.000 CYS | 12.00000 6900.00| 14.00000 8050.00| 18.00000 10350.00 BORROW | | | 0007 205-06932 80.000 LFT | 8.75000 700.00| 10.00000 800.00| 15.00000 1200.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06933 3.000 EACH| 68.00000 204.00| 60.00000 180.00| 150.00000 450.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 1000.000 LFT | 1.70000 1700.00| 2.00000 2000.00| 1.75000 1750.00 TEMPORARY SILT FENCE | | | 0010 303-94433 530.000 CYS | 20.86000 11055.80| 22.00000 11660.00| 29.00000 15370.00 AGGREGATE, 12 | | | 0011 304-07490 110.000 TON | 96.05000 10565.50| 104.00000 11440.00| 95.00000 10450.00 HMA PATCHING, TYPE B | | | 0012 616-02320 740.000 SYS | 1.70000 1258.00| 2.00000 1480.00| 3.00000 2220.00 GEOTEXTILES | | | 0013 616-06405 325.000 TON | 18.70000 6077.50| 17.00000 5525.00| 34.00000 11050.00 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 425.00000 425.00| 375.00000 375.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 2900.000 SYS | 0.58000 1682.00| 0.70000 2030.00| 0.75000 2175.00 MULCHED SEEDING, R | | | 0016 621-06570 130.000 CYS | 18.00000 2340.00| 23.00000 2990.00| 30.00000 3900.00 TOP SOIL | | | 0017 715-05119 10.000 LFT | 28.72000 287.20| 150.00000 1500.00| 25.00000 250.00 PIPE, TYPE 1, CIRCULAR, 15 IN. , Smooth | | | Wall PVC | | | 0018 715-05121 56.000 LFT | 25.38000 1421.28| 70.00000 3920.00| 30.00000 1680.00 PIPE, TYPE 1, CIRCULAR, 18 IN. , Smooth | | | Wall PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1912582 |(6) 35-1817574 |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 715-05123 104.000 LFT | 41.20000 4284.80| 60.00000 6240.00| 38.00000 3952.00 PIPE, TYPE 1, CIRCULAR, 24 IN. , Smooth | | | Wall PVC | | | 0020 723-06660 29.520 SYS | 490.00000 14464.80| 510.00000 15055.20| 490.00000 14464.80 WINGWALL | | | 0021 723-07617 65.333 LFT | 1266.83000 82765.80| 1030.00000 67292.99| 1240.00000 81012.92 STRUCTURE, PRECAST 3-SIDED, 216 IN. X | | | 90 IN. | | | 0022 801-04308 6.000 EACH| 112.00000 672.00| 99.00000 594.00| 110.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06207 43.000 LFT | 1.00000 43.00| 2.00000 86.00| 5.00000 215.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06625 46.000 EACH| 49.00000 2254.00| 43.00000 1978.00| 48.00000 2208.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 26.000 EACH| 70.00000 1820.00| 62.00000 1612.00| 29.00000 754.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 50.00000 50.00| 4000.00000 4000.00| 3400.00000 3400.00 MAINTAINING TRAFFIC | | | 0027 801-07118 96.000 LFT | 4.52000 433.92| 4.00000 384.00| 4.50000 432.00 BARRICADE, III-A | | | 0028 801-07119 48.000 LFT | 5.00000 240.00| 4.50000 216.00| 5.00000 240.00 BARRICADE, III-B | | | 0029 804-06725 8.000 EACH| 10.00000 80.00| 50.00000 400.00| 28.00000 224.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0030 808-06712 175.000 LFT | 0.90000 157.50| 0.80000 140.00| 1.00000 175.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 860.000 LFT | 0.90000 774.00| 0.80000 688.00| 1.00000 860.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 187,833.10| $ 188,186.19| $ 202,492.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 187,833.10| $ 188,186.19| $ 202,492.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-1315965 |(9) 35-1991044 |FORCE CONSTRUCTION CO. INC. |FOX CONTRACTORS CORP. |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| 2000.00000 2000.00| 2630.00000 2630.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2100.00000 6300.00| 2125.00000 6375.00| 1000.00000 3000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15761.00000 15761.00| 12958.00000 12958.00| 16200.00000 16200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 14494.00000 14494.00| 14265.00000 14265.00| 7000.00000 7000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 5.000 CYS | 118.00000 590.00| 1.00000 5.00| 30.00000 150.00 EXCAVATION, COMMON | | | 0006 203-02070 575.000 CYS | 30.00000 17250.00| 1.00000 575.00| 20.00000 11500.00 BORROW | | | 0007 205-06932 80.000 LFT | 4.00000 320.00| 8.16000 652.80| 8.00000 640.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06933 3.000 EACH| 440.00000 1320.00| 63.16000 189.48| 65.00000 195.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 1000.000 LFT | 2.00000 2000.00| 1.58000 1580.00| 2.35000 2350.00 TEMPORARY SILT FENCE | | | 0010 303-94433 530.000 CYS | 24.00000 12720.00| 28.87000 15301.10| 22.00000 11660.00 AGGREGATE, 12 | | | 0011 304-07490 110.000 TON | 100.00000 11000.00| 89.50000 9845.00| 110.00000 12100.00 HMA PATCHING, TYPE B | | | 0012 616-02320 740.000 SYS | 2.00000 1480.00| 2.11000 1561.40| 4.00000 2960.00 GEOTEXTILES | | | 0013 616-06405 325.000 TON | 25.00000 8125.00| 30.25000 9831.25| 18.00000 5850.00 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 650.00000 650.00| 394.00000 394.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 2900.000 SYS | 0.50000 1450.00| 0.55000 1595.00| 0.80000 2320.00 MULCHED SEEDING, R | | | 0016 621-06570 130.000 CYS | 17.80000 2314.00| 43.70000 5681.00| 24.00000 3120.00 TOP SOIL | | | 0017 715-05119 10.000 LFT | 75.00000 750.00| 45.60000 456.00| 50.00000 500.00 PIPE, TYPE 1, CIRCULAR, 15 IN. , Smooth | | | Wall PVC | | | 0018 715-05121 56.000 LFT | 45.00000 2520.00| 67.10000 3757.60| 20.00000 1120.00 PIPE, TYPE 1, CIRCULAR, 18 IN. , Smooth | | | Wall PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 |(8) 35-1315965 |(9) 35-1991044 |FORCE CONSTRUCTION CO. INC. |FOX CONTRACTORS CORP. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 715-05123 104.000 LFT | 40.42000 4203.68| 38.40000 3993.60| 32.00000 3328.00 PIPE, TYPE 1, CIRCULAR, 24 IN. , Smooth | | | Wall PVC | | | 0020 723-06660 29.520 SYS | 763.00000 22523.76| 285.30000 8422.06| 700.00000 20664.00 WINGWALL | | | 0021 723-07617 65.333 LFT | 1206.00000 78791.60| 1650.90000 107858.25| 1600.00000 104532.80 STRUCTURE, PRECAST 3-SIDED, 216 IN. X | | | 90 IN. | | | 0022 801-04308 6.000 EACH| 99.00000 594.00| 104.00000 624.00| 105.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06207 43.000 LFT | 15.00000 645.00| 2.10000 90.30| 2.00000 86.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06625 46.000 EACH| 43.00000 1978.00| 45.15000 2076.90| 100.00000 4600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 26.000 EACH| 62.00000 1612.00| 65.10000 1692.60| 70.00000 1820.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 1650.00000 1650.00| 1050.00000 1050.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0027 801-07118 96.000 LFT | 4.00000 384.00| 4.20000 403.20| 7.00000 672.00 BARRICADE, III-A | | | 0028 801-07119 48.000 LFT | 4.50000 216.00| 4.73000 227.04| 8.00000 384.00 BARRICADE, III-B | | | 0029 804-06725 8.000 EACH| 20.00000 160.00| 21.70000 173.60| 35.00000 280.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0030 808-06712 175.000 LFT | 0.80000 140.00| 0.84000 147.00| 1.00000 175.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 860.000 LFT | 0.80000 688.00| 0.84000 722.40| 1.00000 860.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 214,630.04| $ 215,133.58| $ 230,096.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,630.04| $ 215,133.58| $ 230,096.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |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| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2200.00000 6600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 13892.76000 13892.76| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 4960.00000 4960.00| | PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 5.000 CYS | 30.00000 150.00| | EXCAVATION, COMMON | | | 0006 203-02070 575.000 CYS | 36.00000 20700.00| | BORROW | | | 0007 205-06932 80.000 LFT | 10.00000 800.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06933 3.000 EACH| 70.00000 210.00| | TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 1000.000 LFT | 1.50000 1500.00| | TEMPORARY SILT FENCE | | | 0010 303-94433 530.000 CYS | 45.00000 23850.00| | AGGREGATE, 12 | | | 0011 304-07490 110.000 TON | 90.00000 9900.00| | HMA PATCHING, TYPE B | | | 0012 616-02320 740.000 SYS | 1.00000 740.00| | GEOTEXTILES | | | 0013 616-06405 325.000 TON | 40.00000 13000.00| | RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 2900.000 SYS | 0.60000 1740.00| | MULCHED SEEDING, R | | | 0016 621-06570 130.000 CYS | 25.00000 3250.00| | TOP SOIL | | | 0017 715-05119 10.000 LFT | 100.00000 1000.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. , Smooth | | | Wall PVC | | | 0018 715-05121 56.000 LFT | 45.00000 2520.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. , Smooth | | | Wall PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 581 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,000.00 ROUTE : SR 44 CALL ORDER : 581 CONTRACT ID : M -26468-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 715-05123 104.000 LFT | 50.00000 5200.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. , Smooth | | | Wall PVC | | | 0020 723-06660 29.520 SYS | 750.00000 22140.00| | WINGWALL | | | 0021 723-07617 65.333 LFT | 1600.00000 104532.80| | STRUCTURE, PRECAST 3-SIDED, 216 IN. X | | | 90 IN. | | | 0022 801-04308 6.000 EACH| 131.24000 787.44| | ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06207 43.000 LFT | 2.00000 86.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06625 46.000 EACH| 43.00000 1978.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 26.000 EACH| 65.00000 1690.00| | CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 1500.00000 1500.00| | MAINTAINING TRAFFIC | | | 0027 801-07118 96.000 LFT | 4.00000 384.00| | BARRICADE, III-A | | | 0028 801-07119 48.000 LFT | 4.50000 216.00| | BARRICADE, III-B | | | 0029 804-06725 8.000 EACH| 60.00000 480.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0030 808-06712 175.000 LFT | 1.00000 175.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 860.000 LFT | 1.00000 860.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 248,842.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 248,842.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,299.98 ROUTE : SR 201 CALL ORDER : 591 CONTRACT ID : M -26747-A COUNTIES : WELLS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/18/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 163,149.68 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 167,744.50 102.8163% 3 35-1145884 L I C A CONSTRUCTION $ 176,095.60 107.9349% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 204,567.50 125.3863% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1145884 |E & B PAVING, INC. |BROOKS CONSTRUCTION |L I C A CONSTRUCTION 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| 8000.00000 8000.00| 8300.00000 8300.00| 8860.00000 8860.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 70.000 SYS | 15.45000 1081.50| 18.00000 1260.00| 10.80000 756.00 SURFACE MILLING, ASPHALT | | | 0003 203-02080 2.940 MILE| 3974.21000 11684.18| 3900.00000 11466.00| 2790.00000 8202.60 LINEAR GRADING | | | 0004 304-07489 75.000 TON | 40.00000 3000.00| 58.00000 4350.00| 67.00000 5025.00 HMA PATCHING, TYPE A | | | 0006 402-07450 2100.000 TON | 26.00000 54600.00| 25.00000 52500.00| 27.65000 58065.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 12.000 TON | 155.00000 1860.00| 198.00000 2376.00| 150.00000 1800.00 ASPHALT FOR TACK COAT | | | 0008 621-01004 1.000 EACH| 585.00000 585.00| 150.00000 150.00| 585.00000 585.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0009 621-06545 1.000 TON | 532.00000 532.00| 500.00000 500.00| 532.00000 532.00 FERTILIZER | | | 0010 621-06553 450.000 LBS | 2.80000 1260.00| 3.10000 1395.00| 2.80000 1260.00 SEED MIXTURE, R | | | 0011 621-06565 4.500 TON | 406.00000 1827.00| 375.00000 1687.50| 406.00000 1827.00 MULCHING MATERIAL | | | 0012 720-44000 1.000 EACH| 250.00000 250.00| 190.00000 190.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0013 801-06640 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 62.50000 187.50 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 2000.00000 2000.00| 1670.00000 1670.00| 2530.00000 2530.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,299.98 ROUTE : SR 201 CALL ORDER : 591 CONTRACT ID : M -26747-A COUNTIES : WELLS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1145884 |E & B PAVING, INC. |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07432 2715.000 TON | 28.00000 76020.00| 30.00000 81450.00| 31.70000 86065.50 HMA SURFACE, TYPE A | | | SECTION TOTALS | $ 163,149.68| $ 167,744.50| $ 176,095.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 163,149.68| $ 167,744.50| $ 176,095.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,299.98 ROUTE : SR 201 CALL ORDER : 591 CONTRACT ID : M -26747-A COUNTIES : WELLS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | 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| 20420.00000 20420.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 70.000 SYS | 10.00000 700.00| | SURFACE MILLING, ASPHALT | | | 0003 203-02080 2.940 MILE| 3000.00000 8820.00| | LINEAR GRADING | | | 0004 304-07489 75.000 TON | 65.00000 4875.00| | HMA PATCHING, TYPE A | | | 0006 402-07450 2100.000 TON | 31.00000 65100.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 12.000 TON | 160.00000 1920.00| | ASPHALT FOR TACK COAT | | | 0008 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0009 621-06545 1.000 TON | 500.00000 500.00| | FERTILIZER | | | 0010 621-06553 450.000 LBS | 3.10000 1395.00| | SEED MIXTURE, R | | | 0011 621-06565 4.500 TON | 375.00000 1687.50| | MULCHING MATERIAL | | | 0012 720-44000 1.000 EACH| 250.00000 250.00| | CASTING, ADJUST TO GRADE | | | 0013 801-06640 3.000 EACH| 75.00000 225.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 3250.00000 3250.00| | MAINTAINING TRAFFIC | | | 0015 402-07432 2715.000 TON | 35.00000 95025.00| | HMA SURFACE, TYPE A | | | SECTION TOTALS | $ 204,567.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 204,567.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,398.05 ROUTE : PARK CALL ORDER : 601 CONTRACT ID : M -26771-A COUNTIES : PARKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 163,878.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 183,586.50 112.0263% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 185,439.95 113.1573% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1111003 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT OVERLAY | | | 0001 110-01001 LUMP| 8150.00000 8150.00| 9500.00000 9500.00| 9200.00000 9200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 175.000 SYS | 12.00000 2100.00| 11.30000 1977.50| 17.75000 3106.25 SURFACE MILLING, ASPHALT | | | 0003 203-02080 1.000 MILE| 2500.00000 2500.00| 12000.00000 12000.00| 7000.00000 7000.00 LINEAR GRADING | | | 0004 205-06933 1.000 EACH| 200.00000 200.00| 50.00000 50.00| 155.00000 155.00 TEMPORARY DITCH INLET PROTECTION | | | 0005 211-07454 25.000 CYS | 14.00000 350.00| 20.00000 500.00| 25.00000 625.00 STRUCTURE BACKFILL | | | 0006 301-07448 50.000 TON | 40.00000 2000.00| 30.00000 1500.00| 75.00000 3750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 304-07489 50.000 TON | 175.00000 8750.00| 120.00000 6000.00| 147.00000 7350.00 HMA PATCHING, TYPE A | | | 0008 304-07492 27.000 TON | 100.00000 2700.00| 125.00000 3375.00| 147.00000 3969.00 HMA WIDENING, TYPE A | | | 0009 402-07432 2630.000 TON | 44.00000 115720.00| 50.00000 131500.00| 49.75000 130842.50 HMA SURFACE, TYPE A | | | 0010 402-07450 66.000 TON | 60.00000 3960.00| 49.00000 3234.00| 124.00000 8184.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0011 405-05518 500.000 SYS | 0.50000 250.00| 0.45000 225.00| 1.95000 975.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 6.200 TON | 175.00000 1085.00| 175.00000 1085.00| 306.00000 1897.20 ASPHALT FOR TACK COAT | | | 0013 616-02320 10.000 SYS | 5.00000 50.00| 12.00000 120.00| 40.00000 400.00 GEOTEXTILES | | | 0014 616-06405 3.000 TON | 200.00000 600.00| 160.00000 480.00| 122.00000 366.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,398.05 ROUTE : PARK CALL ORDER : 601 CONTRACT ID : M -26771-A COUNTIES : PARKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1111003 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-03475 1.000 EACH| 325.00000 325.00| 350.00000 350.00| 390.00000 390.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0016 715-05119 110.000 LFT | 17.00000 1870.00| 47.00000 5170.00| 36.00000 3960.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0017 720-44000 2.000 EACH| 550.00000 1100.00| 375.00000 750.00| 150.00000 300.00 CASTING, ADJUST TO GRADE | | | 0018 720-45030 1.000 EACH| 1000.00000 1000.00| 1900.00000 1900.00| 1130.00000 1130.00 INLET, E7 | | | 0019 801-06640 4.000 EACH| 130.00000 520.00| 130.00000 520.00| 140.00000 560.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 10400.00000 10400.00| 3100.00000 3100.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0021 801-07118 40.000 LFT | 6.20000 248.00| 6.25000 250.00| 7.00000 280.00 BARRICADE, III-A | | | SECTION TOTALS | $ 163,878.00| $ 183,586.50| $ 185,439.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 163,878.00| $ 183,586.50| $ 185,439.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 227 CALL ORDER : 611 CONTRACT ID : M -26775-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 660,125.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 613 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,145.46 ROUTE : SR 1 CALL ORDER : 613 CONTRACT ID : M -26776-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 70,652.33 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 78,246.66 110.7488% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1600.00000 1600.00| 580.00000 580.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1500.00000 4500.00| 1746.75000 5240.25| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 3440.00000 3440.00| 3900.00000 3900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2681.000 SYS | 2.40000 6434.40| 0.01000 26.81| SURFACE MILLING, ASPHALT | | | 0005 303-01180 64.000 TON | 21.00000 1344.00| 33.06000 2115.84| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 20.000 TON | 115.00000 2300.00| 72.95000 1459.00| HMA PATCHING, TYPE B | | | 0007 401-07321 1100.000 TON | 28.75000 31625.00| 38.56000 42416.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 406-05520 4.000 TON | 150.00000 600.00| 200.00000 800.00| ASPHALT FOR TACK COAT | | | 0009 610-07487 83.000 TON | 70.00000 5810.00| 56.61000 4698.63| HMA FOR APPROACHES, TYPE B | | | 0010 720-44000 3.000 EACH| 400.00000 1200.00| 398.40000 1195.20| CASTING, ADJUST TO GRADE | | | 0012 801-06640 18.000 EACH| 55.00000 990.00| 55.00000 990.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 8400.00000 8400.00| 12896.00000 12896.00| MAINTAINING TRAFFIC | | | 0014 808-06713 8765.000 LFT | 0.11000 964.15| 0.11000 964.15| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0015 808-06714 6298.000 LFT | 0.11000 692.78| 0.11000 692.78| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75996 80.000 EACH| 5.00000 400.00| 2.85000 228.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 613 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 83,145.46 ROUTE : SR 1 CALL ORDER : 613 CONTRACT ID : M -26776-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-06207 440.000 LFT | 0.80000 352.00| 0.10000 44.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 70,652.33| $ 78,246.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 70,652.33| $ 78,246.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 619 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,264.51 ROUTE : 67 CALL ORDER : 619 CONTRACT ID : M -26779-A COUNTIES : DELAWARE JAY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 863,537.85 100.0000% 2 35-1139301 E & B PAVING, INC. $ 934,330.97 108.1980% 3 35-1065659 BROOKS CONSTRUCTION $ 1,066,656.11 123.5216% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1139301 |(3) 35-1065659 |L I C A CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 2820.00000 2820.00| 2000.00000 2000.00| 1735.00000 1735.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1250.00000 3750.00| 1575.00000 4725.00| 1742.75000 5228.25 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 41200.00000 41200.00| 46000.00000 46000.00| 53300.00000 53300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 78796.000 SYS | 0.19000 14971.24| 0.26000 20486.96| 0.01000 787.96 SURFACE MILLING, ASPHALT | | | 0005 303-01180 511.000 TON | 19.40000 9913.40| 19.81000 10122.91| 24.28000 12407.08 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 10410.000 TON | 29.50000 307095.00| 34.00000 353940.00| 36.74000 382463.40 HMA PATCHING, TYPE B | | | 0007 305-07468 640.000 SYS | 98.00000 62720.00| 95.00000 60800.00| 126.35000 80864.00 PCC BASE PATCHING, 12 IN. | | | 0008 401-07321 7733.000 TON | 26.70000 206471.10| 32.00000 247456.00| 34.26000 264932.58 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07356 6122.000 TON | 27.35000 167436.70| 26.00000 159172.00| 31.73000 194251.06 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0010 406-05520 40.000 TON | 150.00000 6000.00| 183.00000 7320.00| 145.00000 5800.00 ASPHALT FOR TACK COAT | | | 0011 610-07487 22.700 TON | 115.00000 2610.50| 120.00000 2724.00| 75.00000 1702.50 HMA FOR APPROACHES, TYPE B | | | 0012 801-06203 5672.000 LFT | 0.30000 1701.60| 0.30000 1701.60| 0.01000 56.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06640 30.000 EACH| 69.00000 2070.00| 69.00000 2070.00| 69.00000 2070.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 20700.00000 20700.00| 1000.00000 1000.00| 48217.00000 48217.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 619 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,264.51 ROUTE : 67 CALL ORDER : 619 CONTRACT ID : M -26779-A COUNTIES : DELAWARE JAY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1139301 |(3) 35-1065659 |L I C A CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-01226 515.000 EACH| 7.65000 3939.75| 7.65000 3939.75| 7.65000 3939.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0016 808-06712 6068.000 LFT | 0.09000 546.12| 0.09000 546.12| 0.09000 546.12 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 56707.000 LFT | 0.09000 5103.63| 0.09000 5103.63| 0.09000 5103.63 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 18094.000 LFT | 0.09000 1628.46| 0.09000 1628.46| 0.09000 1628.46 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75996 515.000 EACH| 2.25000 1158.75| 3.18000 1637.70| 2.60000 1339.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 801-06207 2836.000 LFT | 0.60000 1701.60| 0.69000 1956.84| 0.10000 283.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 863,537.85| $ 934,330.97| $ 1,066,656.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 863,537.85| $ 934,330.97| $ 1,066,656.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 629 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 44 CALL ORDER : 629 CONTRACT ID : M -26782-A COUNTIES : UNION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 643,783.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 649 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,248.76 ROUTE : CALL ORDER : 649 CONTRACT ID : M -26824-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/25/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 82,434.80 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 88,689.00 107.5868% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 88,695.00 107.5941% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 117,889.00 143.0087% 5 35-1139301 E & B PAVING, INC. $ 118,455.40 143.6958% ==================================================================================================================================== |(1) 35-1033872 |(2) 35-1917625 |(3) 35-1151771 |GRADY BROTHERS, INC. |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 800.00000 800.00| 300.00000 300.00| 150.00000 150.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 1000.00000 1000.00| 4400.00000 4400.00| 1695.00000 1695.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 366.000 SYS | 7.00000 2562.00| 12.00000 4392.00| 1.00000 366.00 SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH 0" TO 1 1/2" | | | 0004 304-07489 133.000 TON | 81.00000 10773.00| 68.00000 9044.00| 95.00000 12635.00 HMA PATCHING, TYPE A | | | 0005 402-07432 1693.000 TON | 38.60000 65349.80| 41.00000 69413.00| 43.00000 72799.00 HMA SURFACE, TYPE A | | | 0006 406-05520 6.000 TON | 325.00000 1950.00| 190.00000 1140.00| 175.00000 1050.00 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 82,434.80| $ 88,689.00| $ 88,695.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,434.80| $ 88,689.00| $ 88,695.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 649 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,248.76 ROUTE : CALL ORDER : 649 CONTRACT ID : M -26824-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 250.00000 250.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 7200.40000 7200.40| 5900.00000 5900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 366.000 SYS | 17.30000 6331.80| 5.40000 1976.40| SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH 0" TO 1 1/2" | | | 0004 304-07489 133.000 TON | 181.00000 24073.00| 125.00000 16625.00| HMA PATCHING, TYPE A | | | 0005 402-07432 1693.000 TON | 46.60000 78893.80| 54.00000 91422.00| HMA SURFACE, TYPE A | | | 0006 406-05520 6.000 TON | 190.00000 1140.00| 172.00000 1032.00| ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 117,889.00| $ 118,455.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,889.00| $ 118,455.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 661 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,022.22 ROUTE : 68 CALL ORDER : 661 CONTRACT ID : M -26829-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 254,350.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 269,623.49 106.0049% 3 35-1139301 E & B PAVING, INC. $ 275,000.00 108.1187% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 2.000 MOS | 1250.00000 2500.00| 1500.00000 3000.00| 2500.00000 5000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 12302.51000 12302.51| 13350.00000 13350.00| 13750.00000 13750.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4000.000 SYS | 3.30000 13200.00| 3.00000 12000.00| 1.00000 4000.00 SURFACE MILLING, ASPHALT | | | 0004 303-07449 634.000 TON | 17.00000 10778.00| 18.00000 11412.00| 18.55000 11760.70 COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07489 100.000 TON | 85.00000 8500.00| 125.00000 12500.00| 145.00000 14500.00 HMA PATCHING, TYPE A | | | 0006 401-07321 4100.000 TON | 37.00000 151700.00| 32.25000 132225.00| 38.00000 155800.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0007 405-05517 26.000 TON | 300.00000 7800.00| 250.00000 6500.00| 200.00000 5200.00 ASPHALT FOR PRIME COAT | | | 0008 406-05520 13.000 TON | 190.00000 2470.00| 168.00000 2184.00| 215.00000 2795.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 403.000 TON | 48.00000 19344.00| 97.50000 39292.50| 80.00000 32240.00 HMA FOR APPROACHES | | | 0010 801-06207 1796.000 LFT | 1.00000 1796.00| 2.00000 3592.00| 1.05000 1885.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 35.000 EACH| 59.00000 2065.00| 51.00000 1785.00| 49.00000 1715.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 5400.00000 5400.00| 15000.00000 15000.00| 8825.01000 8825.01 MAINTAINING TRAFFIC | | | 0013 805-02440 451.000 LFT | 0.41000 184.91| 0.45000 202.95| 0.41000 184.91 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0014 805-78795 163.000 LFT | 8.38000 1365.94| 9.00000 1467.00| 8.38000 1365.94 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 661 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,022.22 ROUTE : 68 CALL ORDER : 661 CONTRACT ID : M -26829-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 2448.000 LFT | 0.09000 220.32| 0.09000 220.32| 0.09000 220.32 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 35166.000 LFT | 0.09000 3164.94| 0.09000 3164.94| 0.09000 3164.94 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 22657.000 LFT | 0.09000 2039.13| 0.09000 2039.13| 0.09000 2039.13 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75260 80.000 LFT | 5.25000 420.00| 5.25000 420.00| 5.25000 420.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0019 808-75297 20.000 LFT | 17.75000 355.00| 10.50000 210.00| 10.50000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75996 393.000 EACH| 4.50000 1768.50| 5.30000 2082.90| 7.50000 2947.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 393.000 EACH| 17.75000 6975.75| 17.75000 6975.75| 17.75000 6975.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 254,350.00| $ 269,623.49| $ 275,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,350.00| $ 269,623.49| $ 275,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 671 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 329,778.40 ROUTE : 145 CALL ORDER : 671 CONTRACT ID : M -26845-A COUNTIES : PERRY LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 263,145.50 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 288,017.00 109.4516% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 295,700.00 112.3712% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0626844 |(3) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 6400.00000 6400.00| 14400.00000 14400.00| 13606.00000 13606.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-07449 1030.000 TON | 18.25000 18797.50| 18.00000 18540.00| 16.00000 16480.00 COMPACTED AGGREGATE, NO. 73 | | | 0003 304-07489 50.000 TON | 90.00000 4500.00| 140.00000 7000.00| 92.00000 4600.00 HMA PATCHING, TYPE A | | | 0004 402-07450 5630.000 TON | 34.70000 195361.00| 36.00000 202680.00| 39.00000 219570.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0005 405-05517 40.000 TON | 220.00000 8800.00| 250.00000 10000.00| 310.00000 12400.00 ASPHALT FOR PRIME COAT | | | 0006 406-05520 20.000 TON | 200.00000 4000.00| 168.00000 3360.00| 190.00000 3800.00 ASPHALT FOR TACK COAT | | | 0007 801-06203 5600.000 LFT | 0.90000 5040.00| 1.00000 5600.00| 0.50000 2800.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0008 801-06640 28.000 EACH| 67.75000 1897.00| 54.00000 1512.00| 68.00000 1904.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 4000.00000 4000.00| 9000.00000 9000.00| 5980.00000 5980.00 MAINTAINING TRAFFIC | | | 0010 808-75996 700.000 EACH| 3.00000 2100.00| 5.00000 3500.00| 3.30000 2310.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0011 808-75998 700.000 EACH| 17.50000 12250.00| 17.75000 12425.00| 17.50000 12250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 263,145.50| $ 288,017.00| $ 295,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,145.50| $ 288,017.00| $ 295,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 681 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,181.70 ROUTE : US 231 CALL ORDER : 681 CONTRACT ID : M -26861-A COUNTIES : DUBOIS LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1370389 SWANK ASSOCIATED CO REJECTED $ 67,870.00 100.0000% 2 37-1215990 HUFF SEALING CORPORATION AWARD $ 93,663.00 138.0035% 3 36-2668547 HARTMAN, KENNETH R., INC. $ 116,217.00 171.2347% ==================================================================================================================================== |(1) 25-1370389 |(2) 37-1215990 |(3) 36-2668547 |SWANK ASSOCIATED CO |HUFF SEALING CORPORATION |HARTMAN, KENNETH R., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHABILITATE CONCRETE PAVEMENT | | | 0001 105-07038 2.000 MOS | 2000.00000 4000.00| 500.00000 1000.00| 1700.00000 3400.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 5300.00000 5300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 507-07482 36700.000 LFT | 1.05000 38535.00| 1.80000 66060.00| 2.59000 95053.00 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0004 801-06640 22.000 EACH| 75.00000 1650.00| 60.00000 1320.00| 59.00000 1298.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 5025.00000 5025.00 MAINTAINING TRAFFIC | | | 0006 805-02440 2010.000 LFT | 0.50000 1005.00| 0.30000 603.00| 0.30000 603.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0007 805-78795 710.000 LFT | 8.00000 5680.00| 8.00000 5680.00| 7.80000 5538.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 67,870.00| $ 93,663.00| $ 116,217.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,870.00| $ 93,663.00| $ 116,217.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 683 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 91,437.18 ROUTE : 269 CALL ORDER : 683 CONTRACT ID : M -26862-A COUNTIES : POSEY LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 79,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 91,954.30 116.3978% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 113,000.00 143.0379% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT OVERLAY | | | 0001 105-07038 2.000 MOS | 1000.00000 2000.00| 2000.00000 4000.00| 1500.00000 3000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3950.00000 3950.00| 4500.00000 4500.00| 5600.00000 5600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 500.000 SYS | 6.00000 3000.00| 9.00000 4500.00| 15.00000 7500.00 SURFACE MILLING, ASPHALT | | | 0004 303-07449 180.000 TON | 28.00000 5040.00| 28.00000 5040.00| 35.00000 6300.00 COMPACTED AGGREGATE, NO. 73 | | | 0005 401-07320 975.000 TON | 40.00000 39000.00| 48.50000 47287.50| 65.00000 63375.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0006 402-07450 100.000 TON | 55.00000 5500.00| 48.50000 4850.00| 65.00000 6500.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0007 405-05517 7.500 TON | 325.00000 2437.50| 350.00000 2625.00| 300.00000 2250.00 ASPHALT FOR PRIME COAT | | | 0008 406-05520 3.200 TON | 260.00000 832.00| 168.00000 537.60| 190.00000 608.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 60.000 TON | 85.00000 5100.00| 90.00000 5400.00| 70.00000 4200.00 HMA FOR APPROACHES | | | 0010 801-06207 480.000 LFT | 1.05000 504.00| 4.00000 1920.00| 1.30000 624.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 16.000 EACH| 59.00000 944.00| 60.00000 960.00| 84.00000 1344.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 5020.30000 5020.30| 4700.00000 4700.00| 5242.80000 5242.80 MAINTAINING TRAFFIC | | | 0013 808-06713 9610.000 LFT | 0.11000 1057.10| 0.11000 1057.10| 0.11000 1057.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 9610.000 LFT | 0.11000 1057.10| 0.11000 1057.10| 0.11000 1057.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 683 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 91,437.18 ROUTE : 269 CALL ORDER : 683 CONTRACT ID : M -26862-A COUNTIES : POSEY LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 18.000 LFT | 11.00000 198.00| 12.00000 216.00| 11.00000 198.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75996 112.000 EACH| 8.00000 896.00| 7.00000 784.00| 15.00000 1680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0017 808-75998 112.000 EACH| 22.00000 2464.00| 22.50000 2520.00| 22.00000 2464.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 79,000.00| $ 91,954.30| $ 113,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,000.00| $ 91,954.30| $ 113,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 693 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,142.15 ROUTE : 66 CALL ORDER : 693 CONTRACT ID : M -26865-A COUNTIES : POSEY LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 336,900.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 356,482.50 105.8125% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 505,100.00 149.9257% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 2200.00000 6600.00| 1500.00000 4500.00| 1500.00000 4500.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 16845.00000 16845.00| 17500.00000 17500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 800.000 TON | 22.00000 17600.00| 21.00000 16800.00| 25.00000 20000.00 COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07490 410.000 TON | 125.00000 51250.00| 90.00000 36900.00| 125.00000 51250.00 HMA PATCHING, TYPE B | | | 0005 402-07451 5600.000 TON | 38.35000 214760.00| 41.00000 229600.00| 62.00000 347200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0006 405-05517 39.000 TON | 200.00000 7800.00| 225.00000 8775.00| 325.00000 12675.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 20.000 TON | 200.00000 4000.00| 168.00000 3360.00| 190.00000 3800.00 ASPHALT FOR TACK COAT | | | 0008 801-06203 2200.000 LFT | 0.60000 1320.00| 1.00000 2200.00| 0.60000 1320.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0009 801-06640 20.000 EACH| 55.00000 1100.00| 58.00000 1160.00| 70.00000 1400.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 4106.25000 4106.25| 25000.00000 25000.00| 27148.75000 27148.75 MAINTAINING TRAFFIC | | | 0011 808-75996 475.000 EACH| 6.50000 3087.50| 4.50000 2137.50| 5.00000 2375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0012 808-75998 475.000 EACH| 17.75000 8431.25| 18.00000 8550.00| 17.75000 8431.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 336,900.00| $ 356,482.50| $ 505,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 336,900.00| $ 356,482.50| $ 505,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 703 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 149,287.00 ROUTE : VARIOUS CALL ORDER : 703 CONTRACT ID : M -26873-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 119,396.70 100.0000% ==================================================================================================================================== |(1) 35-1038926 | | |TOWNSEND TREE SERVICE CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 2000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 3309.000 ACRE| 35.47800 117396.70| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 119,396.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,396.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 713 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 282,817.34 ROUTE : 37 CALL ORDER : 713 CONTRACT ID : M -26876-A COUNTIES : CRAWFORD LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 212,980.66 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 264,648.30 124.2593% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 274,600.00 128.9318% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0626844 |(3) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SHOULDER REHABILITATION AND REPAIR | | | 0001 105-07038 3.000 MOS | 1100.00000 3300.00| 1400.00000 4200.00| 1220.00000 3660.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5650.00000 5650.00| 13000.00000 13000.00| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 550.000 TON | 11.55000 6352.50| 27.00000 14850.00| 15.40000 8470.00 COMPACTED AGGREGATE, NO. 53 | | | 0004 303-07449 343.000 TON | 14.75000 5059.25| 27.00000 9261.00| 15.50000 5316.50 COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 650.000 TON | 60.00000 39000.00| 56.00000 36400.00| 75.00000 48750.00 HMA PATCHING, TYPE B | | | 0006 402-07451 4160.000 TON | 30.55000 127088.00| 37.00000 153920.00| 39.00000 162240.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0007 405-05517 14.000 TON | 220.00000 3080.00| 265.00000 3710.00| 310.00000 4340.00 ASPHALT FOR PRIME COAT | | | 0008 406-05520 12.000 TON | 200.00000 2400.00| 168.00000 2016.00| 190.00000 2280.00 ASPHALT FOR TACK COAT | | | 0009 608-04395 7.500 TON | 28.25000 211.88| 27.00000 202.50| 115.00000 862.50 AGGREGATE FOR SHOULDER DRAINS | | | 0010 718-99153 90.000 SYS | 2.50000 225.00| 2.00000 180.00| 1.60000 144.00 GEOTEXTILES FOR UNDERDRAIN | | | 0011 801-06207 1500.000 LFT | 0.90000 1350.00| 2.00000 3000.00| 1.15000 1725.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 36.000 EACH| 75.00000 2700.00| 64.00000 2304.00| 76.00000 2736.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 7459.73000 7459.73 MAINTAINING TRAFFIC | | | 0014 808-06712 3130.000 LFT | 0.08800 275.44| 0.10000 313.00| 0.09000 281.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 713 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 282,817.34 ROUTE : 37 CALL ORDER : 713 CONTRACT ID : M -26876-A COUNTIES : CRAWFORD LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0626844 |(3) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 29904.000 LFT | 0.08800 2631.55| 0.10000 2990.40| 0.09000 2691.36 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 22459.000 LFT | 0.08800 1976.39| 0.10000 2245.90| 0.09000 2021.31 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75260 20.000 LFT | 12.50000 250.00| 13.00000 260.00| 12.50000 250.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0018 808-75996 353.000 EACH| 2.75000 970.75| 5.00000 1765.00| 4.00000 1412.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 353.000 EACH| 18.30000 6459.90| 18.50000 6530.50| 18.30000 6459.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 212,980.66| $ 264,648.30| $ 274,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,980.66| $ 264,648.30| $ 274,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 715 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,094.81 ROUTE : I-80/90 CALL ORDER : 715 CONTRACT ID : MT-26694-A COUNTIES : STEUBEN LETTING DATE : 04/22/03 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 379,923.21 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 481,284.53 126.6794% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 645,671.77 169.9479% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1489621 |(3) 35-1582109 |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WATER SERVICE REPLACEMENT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1600.00000 4800.00| 1500.00000 4500.00| 2600.00000 7800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18900.00000 18900.00| 22500.00000 22500.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 834.000 SYS | 5.00000 4170.00| 3.00000 2502.00| 7.99000 6663.66 PAVEMENT, REMOVE | | | 0005 202-52710 16.400 SYS | 5.00000 82.00| 2.50000 41.00| 12.00000 196.80 SIDEWALK, CONCRETE, REMOVE | | | 0006 202-96133 300.000 LFT | 20.00000 6000.00| 11.00000 3300.00| 18.00000 5400.00 PIPE, REMOVE | | | 0007 203-02000 1903.000 CYS | 6.00000 11418.00| 0.01000 19.03| 0.01000 19.03 EXCAVATION, COMMON | | | 0008 203-07084 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 1.00000 1.00 EXCAVATION , HAND | | | 0009 205-06937 4690.000 LFT | 0.23000 1078.70| 1.56000 7316.40| 1.56000 7316.40 TEMPORARY SILT FENCE | | | 0010 210-05758 LUMP| 45650.00000 45650.00| 90900.00000 90900.00| 60000.00000 60000.00 BUILDING ADDITION, POLE STRUCTURE | | | 0011 210-06369 3046.000 LFT | 1.50000 4569.00| 2.00000 6092.00| 5.50000 16753.00 SAW CUT BITUMINOUS PAVEMENT | | | 0012 210-07724 LUMP| 62000.00000 62000.00| 58459.00000 58459.00| 120000.00000 120000.00 WELL , COMPLETE | | | 0013 210-07724 LUMP| 0.01000 0.01| 7500.00000 7500.00| 5000.00000 5000.00 WELL PUMP CONTROL SYSTEM SOFTWARE | | | MODIFICATIONS | | | 0014 210-07725 LUMP| 25000.00000 25000.00| 36000.00000 36000.00| 28000.00000 28000.00 TANK , HYDROPNEUMATIC, 72 IN DIAMETER, | | | 16 FT LONG, COMPLETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 715 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,094.81 ROUTE : I-80/90 CALL ORDER : 715 CONTRACT ID : MT-26694-A COUNTIES : STEUBEN LETTING DATE : 04/22/03 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1489621 |(3) 35-1582109 |BROOKS CONSTRUCTION |HRP CONSTRUCTION, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02050 1232.000 CYS | 5.00000 6160.00| 7.00000 8624.00| 0.01000 12.32 B BORROW | | | 0016 603-01892 1.000 EACH| 725.00000 725.00| 725.00000 725.00| 725.00000 725.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | | X 4 FT. | | | 0017 603-92230 44.000 LFT | 25.00000 1100.00| 25.00000 1100.00| 25.00000 1100.00 FENCE, CHAIN LINK, SECURITY, 72 IN. | | | 0018 604-90256 37.500 SYS | 35.00000 1312.50| 35.00000 1312.50| 41.00000 1537.50 SIDEWALK, CONCRETE, 6 IN. | | | 0019 621-06574 383.600 SYS | 7.00000 2685.20| 6.00000 2301.60| 8.96000 3437.06 SODDING | | | 0020 715-03795 2595.000 LFT | 23.00000 59685.00| 33.00000 85635.00| 75.00000 194625.00 PIPE, DUCTILE IRON, 6 IN. | | | 0021 715-98265 737.000 LFT | 23.00000 16951.00| 51.00000 37587.00| 32.00000 23584.00 WATER MAIN, DUCTILE IRON, 4 IN. | | | 0022 732-04926 6.000 EACH| 986.00000 5916.00| 1100.00000 6600.00| 100.00000 600.00 VALVE , BALL, 4 IN | | | 0023 732-04926 5.000 EACH| 2540.00000 12700.00| 2700.00000 13500.00| 400.00000 2000.00 VALVE , BALL, 6 IN | | | 0024 732-06672 7508.000 SFT | 6.60000 49552.80| 6.50000 48802.00| 7.25000 54433.00 PATCH , UTILITY CUT | | | 0025 801-06640 12.000 EACH| 70.00000 840.00| 70.00000 840.00| 70.00000 840.00 CONSTRUCTION SIGN, A | | | 0026 801-06645 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 CONSTRUCTION SIGN, B | | | 0027 801-06775 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0028 801-07118 360.000 LFT | 7.30000 2628.00| 7.30000 2628.00| 7.30000 2628.00 BARRICADE, III-A | | | 0029 805-01819 50.000 LFT | 30.00000 1500.00| 30.00000 1500.00| 30.00000 1500.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0030 805-90267 1000.000 LFT | 23.00000 23000.00| 23.00000 23000.00| 23.00000 23000.00 CONDUIT, STEEL, GALVANIZED, 3 IN. | | | SECTION TOTALS | $ 379,923.21| $ 481,284.53| $ 645,671.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 379,923.21| $ 481,284.53| $ 645,671.77 ====================================================================================================================================