INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 630 CONTRACT ID : B -25294-B COUNTIES : JASPER LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 519,110.01 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 524,283.20 100.9965% 3 35-1523985 WIRTZ & YATES, INC. $ 532,897.91 102.6560% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4146003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 226,667.19 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 232,541.92 102.5917% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 248,349.28 109.5656% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 250,553.52 110.5380% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8750.00000 8750.00| 6656.16000 6656.16| 2941.77000 2941.77 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1510.00000 9060.00| 2836.45000 17018.70| 1843.81000 11062.86 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10918.69000 10918.69| 12335.84000 12335.84| 12452.33000 12452.33 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11545.00000 11545.00| 920.26000 920.26| 931.87000 931.87 CLEARING RIGHT OF WAY | | | 0005 202-02240 101.000 SYS | 11.90000 1201.90| 10.67000 1077.67| 24.34000 2458.34 PAVEMENT REMOVAL | | | 0006 202-02241 528.000 LFT | 4.65000 2455.20| 3.75000 1980.00| 3.75000 1980.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 42920.00000 42920.00| 12500.00000 12500.00| 43672.44000 43672.44 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-51223 75.000 CYS | 6.60000 495.00| 15.18000 1138.50| 10.47000 785.25 EXCAVATION, WATERWAY | | | 0009 205-06937 1500.000 LFT | 1.45000 2175.00| 1.62000 2430.00| 1.97000 2955.00 TEMPORARY SILT FENCE | | | 0010 206-51225 18.000 CYS | 12.10000 217.80| 9.96000 179.28| 24.47000 440.46 EXCAVATION, DRY | | | 0011 211-02050 20.000 CYS | 43.50000 870.00| 30.05000 601.00| 32.54000 650.80 B BORROW | | | 0012 302-07455 52.000 CYS | 50.35000 2618.20| 44.50000 2314.00| 31.36000 1630.72 DENSE GRADED SUBBASE | | | 0014 406-05521 2298.000 SYS | 1.00000 2298.00| 1.00000 2298.00| 1.00000 2298.00 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-94689 4.000 EACH| 1955.00000 7820.00| 1955.00000 7820.00| 1955.00000 7820.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 525.000 LFT | 10.00000 5250.00| 10.00000 5250.00| 10.00000 5250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 602-06729 6.000 EACH| 6.00000 36.00| 8.04000 48.24| 6.00000 36.00 BARRIER DELINEATOR | | | 0021 610-07487 372.000 TON | 48.00000 17856.00| 48.00000 17856.00| 70.39000 26185.08 HMA FOR APPROACHES, TYPE B | | | 0022 616-02320 1890.000 SYS | 0.10000 189.00| 2.09000 3950.10| 1.77000 3345.30 GEOTEXTILES | | | 0023 616-05688 60.000 TON | 48.00000 2880.00| 66.48000 3988.80| 55.27000 3316.20 RIPRAP, CLASS 1 | | | 0024 616-06405 1057.000 TON | 1.00000 1057.00| 34.80000 36783.60| 12.53000 13244.21 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 1000.000 SYS | 1.14000 1140.00| 1.14000 1140.00| 1.14000 1140.00 MULCHED SEEDING, R | | | 0027 702-51005 8.800 CYS | 1000.00000 8800.00| 564.92000 4971.30| 680.83000 5991.30 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51110 1288.000 LBS | 2.45000 3155.60| 2.94000 3786.72| 3.36000 4327.68 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51030 928.000 LBS | 0.84000 779.52| 0.73000 677.44| 0.49000 454.72 REINFORCING STEEL | | | 0030 703-51032 16799.000 LBS | 0.88000 14783.12| 0.74000 12431.26| 0.59000 9911.41 REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 41.500 CYS | 565.00000 23447.50| 457.13000 18970.90| 650.23000 26984.55 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1030.00000 4120.00| 1691.94000 6767.76| 1631.90000 6527.60 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 7.400 CYS | 467.00000 3455.80| 567.68000 4200.83| 887.58000 6568.09 CONCRETE, C, RAILING | | | 0034 707-07776 456.000 SFT | 26.95000 12289.20| 38.24000 17437.44| 31.34000 14291.04 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0035 709-51821 LUMP| 1313.52000 1313.52| 1558.00000 1558.00| 1558.00000 1558.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-91361 6.000 LFT | 24.00000 144.00| 57.37000 344.22| 45.83000 274.98 PIPE, PVC, 6 IN. | | | 0037 729-51875 12.000 SFT | 24.50000 294.00| 114.40000 1372.80| 72.09000 865.08 CONCRETE, A, PATCHING | | | 0038 801-04308 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 150.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 24.000 EACH| 79.00000 1896.00| 79.00000 1896.00| 79.00000 1896.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 14.000 EACH| 79.00000 1106.00| 79.00000 1106.00| 79.00000 1106.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 200.00000 200.00| 500.00000 500.00| 1052.88000 1052.88 MAINTAINING TRAFFIC | | | 0042 801-07118 72.000 LFT | 7.25000 522.00| 7.25000 522.00| 7.25000 522.00 BARRICADE, III-A | | | 0043 801-07119 48.000 LFT | 10.75000 516.00| 10.75000 516.00| 10.75000 516.00 BARRICADE, III-B | | | 0044 808-06712 190.000 LFT | 0.19000 36.10| 0.19000 36.10| 0.19000 36.10 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 1520.000 LFT | 0.19000 288.80| 0.19000 288.80| 0.19000 288.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 306-08036 320.000 SYS | 7.85000 2512.00| 7.16000 2291.20| 11.31000 3619.20 MILLING, ASPHALT, 2 IN. | | | 0047 609-06259 156.800 SYS | 49.30000 7730.24| 45.00000 7056.00| 60.18000 9436.22 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | SECTION TOTALS | $ 226,667.19| $ 232,541.92| $ 248,349.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,667.19| $ 232,541.92| $ 248,349.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 12500.00000 12500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 101.000 SYS | 14.50000 1464.50| | PAVEMENT REMOVAL | | | 0006 202-02241 528.000 LFT | 3.75000 1980.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 24670.00000 24670.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-51223 75.000 CYS | 40.00000 3000.00| | EXCAVATION, WATERWAY | | | 0009 205-06937 1500.000 LFT | 1.62000 2430.00| | TEMPORARY SILT FENCE | | | 0010 206-51225 18.000 CYS | 30.00000 540.00| | EXCAVATION, DRY | | | 0011 211-02050 20.000 CYS | 50.00000 1000.00| | B BORROW | | | 0012 302-07455 52.000 CYS | 50.00000 2600.00| | DENSE GRADED SUBBASE | | | 0014 406-05521 2298.000 SYS | 1.00000 2298.00| | ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1325.00000 5300.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-94689 4.000 EACH| 1955.00000 7820.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 850.00000 850.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 525.000 LFT | 10.00000 5250.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 602-06729 6.000 EACH| 10.00000 60.00| | BARRIER DELINEATOR | | | 0021 610-07487 372.000 TON | 48.00000 17856.00| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 616-02320 1890.000 SYS | 1.00000 1890.00| | GEOTEXTILES | | | 0023 616-05688 60.000 TON | 60.00000 3600.00| | RIPRAP, CLASS 1 | | | 0024 616-06405 1057.000 TON | 23.70000 25050.90| | RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 475.00000 475.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 1000.000 SYS | 1.14000 1140.00| | MULCHED SEEDING, R | | | 0027 702-51005 8.800 CYS | 580.00000 5104.00| | CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51110 1288.000 LBS | 2.50000 3220.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51030 928.000 LBS | 0.60000 556.80| | REINFORCING STEEL | | | 0030 703-51032 16799.000 LBS | 0.70000 11759.30| | REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 41.500 CYS | 770.00000 31955.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1380.00000 5520.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51020 7.400 CYS | 860.00000 6364.00| | CONCRETE, C, RAILING | | | 0034 707-07776 456.000 SFT | 49.00000 22344.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0035 709-51821 LUMP| 1870.00000 1870.00| | SURFACE SEAL | | | 0036 715-91361 6.000 LFT | 20.00000 120.00| | PIPE, PVC, 6 IN. | | | 0037 729-51875 12.000 SFT | 120.00000 1440.00| | CONCRETE, A, PATCHING | | | 0038 801-04308 6.000 EACH| 150.00000 900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 24.000 EACH| 79.00000 1896.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 14.000 EACH| 79.00000 1106.00| | CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 1760.00000 1760.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 640 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,488.87 ROUTE : STATE ROAD 39 CALL ORDER : 640 CONTRACT ID : B -26413-A COUNTIES : LAPORTE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-07118 72.000 LFT | 7.25000 522.00| | BARRICADE, III-A | | | 0043 801-07119 48.000 LFT | 10.75000 516.00| | BARRICADE, III-B | | | 0044 808-06712 190.000 LFT | 0.19000 36.10| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 1520.000 LFT | 0.19000 288.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 306-08036 320.000 SYS | 8.00000 2560.00| | MILLING, ASPHALT, 2 IN. | | | 0047 609-06259 156.800 SYS | 63.40000 9941.12| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | SECTION TOTALS | $ 250,553.52| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,553.52| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/20/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2004024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 778,965.85 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 799,074.38 102.5814% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 855,537.43 109.8299% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 875,836.74 112.4358% 5 35-1057237 MCCOY, R.L., INC. $ 978,165.61 125.5723% 6 35-1523985 WIRTZ & YATES, INC. $ 1,081,009.42 138.7749% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1817530 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 2651.33000 2651.33 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2600.00000 23400.00| 1440.00000 12960.00| 2143.13000 19288.17 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 40000.00000 40000.00| 42776.85000 42776.85 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 240.000 SYS | 8.92000 2140.80| 14.90000 3576.00| 13.60000 3264.00 PAVEMENT REMOVAL | | | 0005 202-02241 1335.000 LFT | 3.00000 4005.00| 3.00000 4005.00| 3.00000 4005.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 35000.00000 35000.00| 42600.00000 42600.00| 65541.08000 65541.08 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 560.000 SYS | 4.00000 2240.00| 9.30000 5208.00| 6.58000 3684.80 SLOPEWALL, REMOVE | | | 0008 203-02000 425.000 CYS | 5.00000 2125.00| 28.60000 12155.00| 14.16000 6018.00 EXCAVATION, COMMON | | | 0009 203-02070 5.000 CYS | 10.00000 50.00| 40.00000 200.00| 44.82000 224.10 BORROW | | | 0010 205-06933 2.000 EACH| 70.00000 140.00| 70.00000 140.00| 321.63000 643.26 TEMPORARY DITCH INLET PROTECTION | | | 0011 211-06467 4.000 CYS | 80.00000 320.00| 100.00000 400.00| 82.12000 328.48 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-01180 665.000 TON | 18.00000 11970.00| 15.10000 10041.50| 17.29000 11497.85 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 704.000 TON | 55.00000 38720.00| 42.60000 29990.40| 58.62000 41268.48 WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1817530 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 306-08043 1200.000 SYS | 2.95000 3540.00| 2.75000 3300.00| 4.12000 4944.00 MILLING, TRANSITION | | | 0015 402-07433 798.000 TON | 44.00000 35112.00| 44.00000 35112.00| 44.00000 35112.00 HMA SURFACE, TYPE B | | | 0016 402-07438 930.000 TON | 32.80000 30504.00| 32.80000 30504.00| 32.80000 30504.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 3594.000 TON | 32.80000 117883.20| 32.80000 117883.20| 32.80000 117883.20 HMA BASE, TYPE B | | | 0018 406-05521 1867.000 SYS | 1.00000 1867.00| 1.00000 1867.00| 1.00000 1867.00 ASPHALT FOR TACK COAT | | | 0019 601-01522 5.000 EACH| 1315.00000 6575.00| 1315.00000 6575.00| 1315.00000 6575.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-02206 25.000 LFT | 22.00000 550.00| 22.00000 550.00| 22.00000 550.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0021 601-02207 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0022 601-07050 1.000 EACH| 1450.00000 1450.00| 1450.00000 1450.00| 1450.00000 1450.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0023 601-94689 3.000 EACH| 1925.00000 5775.00| 1925.00000 5775.00| 1925.00000 5775.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, MS | | | 0025 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-97803 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 525.000 LFT | 9.65000 5066.25| 9.65000 5066.25| 9.65000 5066.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 601-99108 475.000 LFT | 14.25000 6768.75| 14.25000 6768.75| 14.25000 6768.75 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0029 602-06639 320.000 LFT | 27.00000 8640.00| 23.50000 7520.00| 25.29000 8092.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 1560.000 LFT | 20.00000 31200.00| 21.60000 33696.00| 17.52000 27331.20 TEMPORARY CONCRETE BARRIER | | | 0031 602-06729 12.000 EACH| 7.42000 89.04| 6.00000 72.00| 6.00000 72.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1817530 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-52817 2.000 EACH| 30000.00000 60000.00| 10900.00000 21800.00| 23878.57000 47757.14 TEMPORARY CROSSOVER, B | | | 0034 616-02320 1279.000 SYS | 1.93000 2468.47| 1.90000 2430.10| 2.15000 2749.85 GEOTEXTILES | | | 0035 616-06405 830.000 TON | 30.78000 25547.40| 17.70000 14691.00| 20.37000 16907.10 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06560 500.000 SYS | 2.00000 1000.00| 2.00000 1000.00| 2.00000 1000.00 MULCHED SEEDING, U | | | 0038 621-06574 48.000 SYS | 32.00000 1536.00| 32.00000 1536.00| 32.00000 1536.00 SODDING | | | 0039 701-03753 220.000 LFT | 51.64000 11360.80| 77.10000 16962.00| 73.76000 16227.20 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.209 IN., 14 IN. | | | 0040 701-51210 316.000 LFT | 78.86000 24919.76| 47.60000 15041.60| 15.33000 4844.28 PILE ENCASEMENT, CONCRETE | | | 0041 702-04433 12.000 EACH| 45.75000 549.00| 40.00000 480.00| 170.23000 2042.76 FLOOR DRAIN, PVC, 6 IN. | | | 0042 702-51005 6.000 CYS | 450.00000 2700.00| 550.00000 3300.00| 543.74000 3262.44 CONCRETE, A, SUBSTRUCTURE | | | 0044 703-51032 96820.000 LBS | 0.70000 67774.00| 0.70000 67774.00| 0.50000 48410.00 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 240.000 EACH| 1.00000 240.00| 13.20000 3168.00| 12.04000 2889.60 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 166.400 CYS | 600.00000 99840.00| 723.00000 120307.20| 994.33000 165456.51 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 8.000 EACH| 1200.00000 9600.00| 1320.00000 10560.00| 1150.33000 9202.64 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51025 248.000 LFT | 30.00000 7440.00| 38.00000 9424.00| 45.33000 11241.84 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 3316.64000 3316.64| 3965.76000 3965.76| 3965.76000 3965.76 SURFACE SEAL | | | 0050 801-04308 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 1148.000 LFT | 0.18000 206.64| 0.18000 206.64| 0.18000 206.64 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 12286.000 LFT | 0.78000 9583.08| 0.78000 9583.08| 0.78000 9583.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1817530 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06469 2246.000 LFT | 1.57000 3526.22| 1.57000 3526.22| 1.57000 3526.22 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0054 801-06640 13.000 EACH| 90.00000 1170.00| 90.00000 1170.00| 90.00000 1170.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 4.000 EACH| 35.00000 140.00| 35.00000 140.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0056 801-06710 300.000 DAY | 12.00000 3600.00| 12.00000 3600.00| 12.00000 3600.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 7000.00000 7000.00| 13250.00000 13250.00| 2300.33000 2300.33 MAINTAINING TRAFFIC | | | 0058 801-07118 48.000 LFT | 8.33000 399.84| 8.33000 399.84| 8.33000 399.84 BARRICADE, III-A | | | 0059 801-07119 48.000 LFT | 9.75000 468.00| 9.75000 468.00| 9.75000 468.00 BARRICADE, III-B | | | 0060 801-07606 380.000 LFT | 1.80000 684.00| 31.60000 12008.00| 26.34000 10009.20 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0061 808-06711 1050.000 LFT | 0.18000 189.00| 0.12000 126.00| 0.18000 189.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0062 808-06713 5644.000 LFT | 0.18000 1015.92| 0.12000 677.28| 0.18000 1015.92 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 5644.000 LFT | 0.18000 1015.92| 0.12000 677.28| 0.18000 1015.92 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 3854.000 LFT | 0.52000 2004.08| 0.52000 2004.08| 0.52000 2004.08 LINE, REMOVE | | | 0065 808-75996 12.000 EACH| 21.17000 254.04| 24.00000 288.00| 21.50000 258.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 12.000 EACH| 58.00000 696.00| 75.00000 900.00| 58.00000 696.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 609-06259 404.000 SYS | 35.00000 14140.00| 56.30000 22745.20| 45.37000 18329.48 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | SECTION TOTALS | $ 778,965.85| $ 799,074.38| $ 855,537.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 778,965.85| $ 799,074.38| $ 855,537.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1057237 |(6) 35-1523985 |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION, REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 11885.00000 11885.00| 20000.00000 20000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 820.00000 7380.00| 2300.00000 20700.00| 2400.00000 21600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 44220.00000 44220.00| 48900.00000 48900.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 240.000 SYS | 14.85000 3564.00| 18.00000 4320.00| 20.00000 4800.00 PAVEMENT REMOVAL | | | 0005 202-02241 1335.000 LFT | 3.00000 4005.00| 3.00000 4005.00| 4.00000 5340.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 76725.00000 76725.00| 148000.00000 148000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 560.000 SYS | 11.58000 6484.80| 15.00000 8400.00| 12.00000 6720.00 SLOPEWALL, REMOVE | | | 0008 203-02000 425.000 CYS | 15.50000 6587.50| 22.00000 9350.00| 10.00000 4250.00 EXCAVATION, COMMON | | | 0009 203-02070 5.000 CYS | 22.10000 110.50| 45.00000 225.00| 20.00000 100.00 BORROW | | | 0010 205-06933 2.000 EACH| 70.00000 140.00| 70.00000 140.00| 300.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 211-06467 4.000 CYS | 204.00000 816.00| 42.00000 168.00| 30.00000 120.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-01180 665.000 TON | 21.70000 14430.50| 20.00000 13300.00| 20.00000 13300.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 704.000 TON | 51.85000 36502.40| 39.00000 27456.00| 57.60000 40550.40 WIDENING WITH HMA, TYPE B | | | 0014 306-08043 1200.000 SYS | 7.60000 9120.00| 8.00000 9600.00| 7.00000 8400.00 MILLING, TRANSITION | | | 0015 402-07433 798.000 TON | 44.00000 35112.00| 42.00000 33516.00| 60.00000 47880.00 HMA SURFACE, TYPE B | | | 0016 402-07438 930.000 TON | 32.80000 30504.00| 37.00000 34410.00| 42.00000 39060.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 3594.000 TON | 32.80000 117883.20| 32.00000 115008.00| 42.00000 150948.00 HMA BASE, TYPE B | | | 0018 406-05521 1867.000 SYS | 1.00000 1867.00| 0.03000 56.01| 1.10000 2053.70 ASPHALT FOR TACK COAT | | | 0019 601-01522 5.000 EACH| 1315.00000 6575.00| 1315.00000 6575.00| 1512.00000 7560.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-02206 25.000 LFT | 22.00000 550.00| 22.00000 550.00| 35.00000 875.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1057237 |(6) 35-1523985 |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-02207 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 100.00000 100.00 TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0022 601-07050 1.000 EACH| 1450.00000 1450.00| 1450.00000 1450.00| 1624.00000 1624.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0023 601-94689 3.000 EACH| 1925.00000 5775.00| 1925.00000 5775.00| 2156.00000 6468.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3584.00000 7168.00 GUARDRAIL END TREATMENT, MS | | | 0025 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-97803 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 525.000 LFT | 9.65000 5066.25| 9.65000 5066.25| 11.10000 5827.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 601-99108 475.000 LFT | 14.25000 6768.75| 14.25000 6768.75| 16.00000 7600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0029 602-06639 320.000 LFT | 24.30000 7776.00| 48.00000 15360.00| 24.00000 7680.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 1560.000 LFT | 18.40000 28704.00| 45.00000 70200.00| 20.00000 31200.00 TEMPORARY CONCRETE BARRIER | | | 0031 602-06729 12.000 EACH| 6.00000 72.00| 6.00000 72.00| 9.00000 108.00 BARRIER DELINEATOR | | | 0033 611-52817 2.000 EACH| 45195.00000 90390.00| 42000.00000 84000.00| 60000.00000 120000.00 TEMPORARY CROSSOVER, B | | | 0034 616-02320 1279.000 SYS | 3.85000 4924.15| 2.50000 3197.50| 4.00000 5116.00 GEOTEXTILES | | | 0035 616-06405 830.000 TON | 21.25000 17637.50| 22.00000 18260.00| 22.00000 18260.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06560 500.000 SYS | 2.00000 1000.00| 2.00000 1000.00| 2.50000 1250.00 MULCHED SEEDING, U | | | 0038 621-06574 48.000 SYS | 32.00000 1536.00| 32.00000 1536.00| 40.00000 1920.00 SODDING | | | 0039 701-03753 220.000 LFT | 42.50000 9350.00| 36.00000 7920.00| 12.65000 2783.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.209 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1057237 |(6) 35-1523985 |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-51210 316.000 LFT | 60.00000 18960.00| 68.00000 21488.00| 41.00000 12956.00 PILE ENCASEMENT, CONCRETE | | | 0041 702-04433 12.000 EACH| 42.50000 510.00| 75.00000 900.00| 125.00000 1500.00 FLOOR DRAIN, PVC, 6 IN. | | | 0042 702-51005 6.000 CYS | 1000.00000 6000.00| 800.00000 4800.00| 1000.00000 6000.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 703-51032 96820.000 LBS | 0.56000 54219.20| 0.62000 60028.40| 1.20000 116184.00 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 240.000 EACH| 15.60000 3744.00| 5.00000 1200.00| 15.00000 3600.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 166.400 CYS | 550.00000 91520.00| 360.00000 59904.00| 600.00000 99840.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 8.000 EACH| 1200.00000 9600.00| 1100.00000 8800.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51025 248.000 LFT | 46.00000 11408.00| 45.00000 11160.00| 45.00000 11160.00 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 3420.00000 3420.00| 4000.00000 4000.00| 6200.00000 6200.00 SURFACE SEAL | | | 0050 801-04308 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 1148.000 LFT | 0.18000 206.64| 0.18000 206.64| 0.21000 241.08 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 12286.000 LFT | 0.78000 9583.08| 0.78000 9583.08| 0.90000 11057.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06469 2246.000 LFT | 1.57000 3526.22| 1.57000 3526.22| 1.76000 3952.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0054 801-06640 13.000 EACH| 90.00000 1170.00| 90.00000 1170.00| 125.00000 1625.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 4.000 EACH| 35.00000 140.00| 35.00000 140.00| 60.00000 240.00 CONSTRUCTION SIGN, B | | | 0056 801-06710 300.000 DAY | 12.00000 3600.00| 12.00000 3600.00| 18.00000 5400.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 16885.53000 16885.53| 7000.00000 7000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 48.000 LFT | 8.33000 399.84| 8.33000 399.84| 12.00000 576.00 BARRICADE, III-A | | | 0059 801-07119 48.000 LFT | 9.75000 468.00| 9.75000 468.00| 11.75000 564.00 BARRICADE, III-B | | | 0060 801-07606 380.000 LFT | 19.55000 7429.00| 25.00000 9500.00| 25.00000 9500.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 670 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,828.18 ROUTE : US 30 CALL ORDER : 670 CONTRACT ID : B -26724-A COUNTIES : STARKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-1057237 |(6) 35-1523985 |NORTHERN INDIANA CONSTRUCTIO|MCCOY, R.L., INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-06711 1050.000 LFT | 0.20000 210.00| 0.18000 189.00| 0.21000 220.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0062 808-06713 5644.000 LFT | 0.25000 1411.00| 0.18000 1015.92| 0.21000 1185.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 5644.000 LFT | 0.25000 1411.00| 0.18000 1015.92| 0.21000 1185.24 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 3854.000 LFT | 0.52000 2004.08| 0.52000 2004.08| 0.60000 2312.40 LINE, REMOVE | | | 0065 808-75996 12.000 EACH| 15.00000 180.00| 20.00000 240.00| 20.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 12.000 EACH| 150.00000 1800.00| 58.00000 696.00| 75.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 609-06259 404.000 SYS | 52.40000 21169.60| 74.00000 29896.00| 52.00000 21008.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | SECTION TOTALS | $ 875,836.74| $ 978,165.61| $ 1,081,009.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 875,836.74| $ 978,165.61| $ 1,081,009.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658138 0658138 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,104,247.86 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,160,636.90 105.1065% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 1,231,465.60 111.5207% 4 36-2231526 WALSH CONSTR CO OF ILL $ 1,255,000.00 113.6520% 5 35-1523985 WIRTZ & YATES, INC. $ 1,257,513.59 113.8796% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 16859.20000 16859.20| 5500.00000 5500.00| 2854.00000 2854.00 CONSTRUCTION ENGINEERING STR. NO. 1 | | | 0002 105-06845 LUMP| 12958.04000 12958.04| 5500.00000 5500.00| 3235.00000 3235.00 CONSTRUCTION ENGINEERING STR. NO. 2 | | | 0003 105-07039 12.000 MOS | 3261.95000 39143.40| 2250.00000 27000.00| 2190.46000 26285.52 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 23498.84000 23498.84| 28750.00000 28750.00| 25123.00000 25123.00 MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 1 | | | 0005 110-01001 LUMP| 12862.90000 12862.90| 28750.00000 28750.00| 35253.00000 35253.00 MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 2 | | | 0006 202-02240 210.000 SYS | 13.84000 2906.40| 18.80000 3948.00| 44.87000 9422.70 PAVEMENT REMOVAL | | | 0007 202-02241 4555.000 LFT | 1.80000 8199.00| 2.10000 9565.50| 2.10000 9565.50 GUARDRAIL, REMOVE | | | 0008 202-02277 5188.000 LFT | 2.24000 11621.12| 3.55000 18417.40| 3.45000 17898.60 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 34500.00000 34500.00| 75500.00000 75500.00| 58572.60000 58572.60 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0010 202-51328 LUMP| 29000.00000 29000.00| 53000.00000 53000.00| 88874.84000 88874.84 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0011 202-51368 426.000 SYS | 6.55000 2790.30| 7.90000 3365.40| 10.83000 4613.58 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-74095 4.000 EACH| 100.00000 400.00| 148.00000 592.00| 345.80000 1383.20 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0013 202-99187 935.000 LFT | 1.49000 1393.15| 1.80000 1683.00| 2.25000 2103.75 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 968.000 CYS | 12.29000 11896.72| 13.00000 12584.00| 17.86000 17288.48 EXCAVATION, COMMON | | | 0015 206-51225 116.000 CYS | 18.35000 2128.60| 16.25000 1885.00| 15.89000 1843.24 EXCAVATION, DRY | | | 0016 211-06467 22.000 CYS | 27.90000 613.80| 40.50000 891.00| 71.45000 1571.90 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 22.000 CYS | 29.00000 638.00| 34.80000 765.60| 44.22000 972.84 STRUCTURE BACKFILL | | | 0018 303-01180 1178.000 TON | 19.98000 23536.44| 20.75000 24443.50| 17.41000 20508.98 COMPACTED AGGREGATE, NO. 53 | | | 0020 306-08043 800.000 SYS | 5.50000 4400.00| 6.25000 5000.00| 5.56000 4448.00 MILLING, TRANSITION | | | 0021 402-07432 176.000 TON | 75.00000 13200.00| 69.30000 12196.80| 69.30000 12196.80 HMA SURFACE, TYPE A | | | 0022 402-07433 193.000 TON | 70.00000 13510.00| 66.15000 12766.95| 66.15000 12766.95 HMA SURFACE, TYPE B | | | 0023 402-07435 275.000 TON | 65.00000 17875.00| 42.00000 11550.00| 42.00000 11550.00 HMA INTERMEDIATE, TYPE A | | | 0024 402-07438 273.000 TON | 60.00000 16380.00| 42.00000 11466.00| 42.00000 11466.00 HMA INTERMEDIATE, TYPE B | | | 0025 406-05521 1943.000 SYS | 1.00000 1943.00| 1.05000 2040.15| 1.05000 2040.15 ASPHALT FOR TACK COAT | | | 0026 601-01522 8.000 EACH| 1200.00000 9600.00| 1350.00000 10800.00| 1350.00000 10800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-06037 8.000 EACH| 500.00000 4000.00| 650.00000 5200.00| 650.00000 5200.00 GUARDRAIL END TREATMENT, I | | | 0028 601-07024 2.000 EACH| 5200.00000 10400.00| 7200.00000 14400.00| 7200.00000 14400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-99105 4963.000 LFT | 9.00000 44667.00| 9.75000 48389.25| 9.75000 48389.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06639 220.000 LFT | 19.12000 4206.40| 27.30000 6006.00| 36.89000 8115.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 602-06646 120.000 LFT | 10.27000 1232.40| 25.55000 3066.00| 33.76000 4051.20 TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 24.000 EACH| 7.37000 176.88| 4.00000 96.00| 3.98000 95.52 BARRIER DELINEATOR | | | 0033 603-06040 935.000 LFT | 9.10000 8508.50| 9.10000 8508.50| 13.75000 12856.25 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 603-06045 854.000 LFT | 12.30000 10504.20| 12.30000 10504.20| 15.10000 12895.40 FENCE, CHAIN LINK, 48 IN. SECURITY | | | 0035 605-05523 5199.000 LFT | 11.80000 61348.20| 2.63000 13673.37| 2.63000 13673.37 CURB, HMA | | | 0038 616-02320 230.000 SYS | 1.66000 381.80| 2.50000 575.00| 3.41000 784.30 GEOTEXTILES | | | 0039 616-06405 76.000 TON | 33.80000 2568.80| 51.50000 3914.00| 130.47000 9915.72 RIPRAP, REVETMENT | | | 0040 616-51367 426.000 SYS | 45.15000 19233.90| 54.00000 23004.00| 57.38000 24443.88 SLOPEWALL, CONCRETE, 4 IN. | | | 0042 619-95457 LUMP| 22500.00000 22500.00| 22500.00000 22500.00| 22500.00000 22500.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0043 619-95457 LUMP| 22500.00000 22500.00| 22500.00000 22500.00| 22500.00000 22500.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0044 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 3800.000 SYS | 0.58000 2204.00| 0.58000 2204.00| 0.58000 2204.00 MULCHED SEEDING, R | | | 0046 621-06574 100.000 SYS | 19.85000 1985.00| 19.85000 1985.00| 19.85000 1985.00 SODDING | | | 0047 701-02790 360.000 LFT | 44.80000 16128.00| 70.00000 25200.00| 63.87000 22993.20 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 0.209 IN., 14 IN. | | | 0048 702-51005 29.600 CYS | 522.71000 15472.22| 814.00000 24094.40| 1457.40000 43139.04 CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51863 604.000 EACH| 5.28000 3189.12| 6.50000 3926.00| 8.86000 5351.44 FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-92857 36.600 CYS | 501.76000 18364.42| 609.00000 22289.40| 327.04000 11969.66 CONCRETE, C, SUBSTRUCTURE | | | 0051 703-51030 3610.000 LBS | 0.92000 3321.20| 0.76000 2743.60| 0.57000 2057.70 REINFORCING STEEL | | | 0052 703-51032 75415.000 LBS | 0.94000 70890.10| 0.85000 64102.75| 0.69000 52036.35 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 203.100 CYS | 530.53000 107750.64| 535.00000 108658.50| 664.73000 135006.66 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 8.000 EACH| 1588.00000 12704.00| 1400.00000 11200.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51025 798.000 LFT | 40.27000 32135.46| 35.50000 28329.00| 35.50000 28329.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 709-51821 LUMP| 3925.00000 3925.00| 3925.00000 3925.00| 3925.00000 3925.00 SURFACE SEAL STR. NO. 1 | | | 0057 709-51821 LUMP| 1860.00000 1860.00| 1860.00000 1860.00| 1860.00000 1860.00 SURFACE SEAL STR. NO. 2 | | | 0058 710-51864 636.000 EACH| 22.00000 13992.00| 42.00000 26712.00| 22.00000 13992.00 FIELD DRILLED HOLE | | | 0059 711-51038 LUMP| 104319.60000 104319.60| 77000.00000 77000.00| 81613.40000 81613.40 STRUCTURAL STEEL | | | 0060 711-51877 LUMP| 11110.82000 11110.82| 32000.00000 32000.00| 32000.00000 32000.00 JACKING AND SUPPORTING BEAMS | | | 0061 711-96800 1584.000 EACH| 2.50000 3960.00| 2.45000 3880.80| 2.45000 3880.80 STUD SHEAR CONNECTOR | | | 0062 715-05149 48.000 LFT | 103.92000 4988.16| 125.00000 6000.00| 25.19000 1209.12 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05407 84.000 LFT | 14.92000 1253.28| 14.00000 1176.00| 11.97000 1005.48 PIPE, END BENT DRAIN, 6 IN. | | | 0064 720-44296 24.000 EACH| 417.20000 10012.80| 325.00000 7800.00| 242.44000 5818.56 CAP INLET | | | 0065 720-45050 16.000 EACH| 1824.02000 29184.32| 1604.00000 25664.00| 2077.31000 33236.96 INLET, J11 | | | 0066 722-51401 100.000 SFT | 28.66000 2866.00| 38.15000 3815.00| 56.49000 5649.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0067 722-51842 612.000 SYS | 58.49000 35795.88| 55.00000 33660.00| 61.91000 37888.92 BRIDGE DECK OVERLAY | | | 0068 722-51852 500.000 SFT | 15.94000 7970.00| 14.14000 7070.00| 19.12000 9560.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 724-03276 54.000 LFT | 70.74000 3819.96| 83.50000 4509.00| 65.77000 3551.58 EXPANSION JOINT SEALING SYSTEM | | | 0070 726-92406 12.000 EACH| 491.97000 5903.64| 430.00000 5160.00| 461.50000 5538.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0071 729-51875 10.000 SFT | 96.36000 963.60| 63.00000 630.00| 93.14000 931.40 CONCRETE, A, PATCHING | | | 0072 801-04308 4.000 EACH| 234.00000 936.00| 234.00000 936.00| 234.00000 936.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06625 9.000 EACH| 89.00000 801.00| 89.00000 801.00| 89.00000 801.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 30.000 EACH| 134.00000 4020.00| 134.00000 4020.00| 134.00000 4020.00 CONSTRUCTION SIGN, A | | | 0075 801-06710 300.000 DAY | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00 FLASHING ARROW SIGN | | | 0076 801-06775 LUMP| 755.00000 755.00| 4067.00000 4067.00| 12751.00000 12751.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06775 LUMP| 755.00000 755.00| 7655.00000 7655.00| 5055.00000 5055.00 MAINTAINING TRAFFIC STR.NO. 1 | | | 0078 801-07118 48.000 LFT | 14.42000 692.16| 14.50000 696.00| 14.42000 692.16 BARRICADE, III-A | | | 0079 801-07119 48.000 LFT | 18.59000 892.32| 18.60000 892.80| 18.59000 892.32 BARRICADE, III-B | | | 0080 801-09133 2.000 EACH| 5260.00000 10520.00| 5260.00000 10520.00| 5260.00000 10520.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0081 802-05702 110.000 LFT | 9.11000 1002.10| 9.11000 1002.10| 9.11000 1002.10 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0082 802-76045 46.000 SFT | 15.20000 699.20| 15.20000 699.20| 15.20000 699.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 808-06713 7926.000 LFT | 0.20000 1585.20| 0.24000 1902.24| 0.24000 1902.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0084 808-06714 7926.000 LFT | 0.20000 1585.20| 0.24000 1902.24| 0.24000 1902.24 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0085 609-06257 238.000 SYS | 52.99000 12611.62| 65.50000 15589.00| 118.26000 28145.88 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0086 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0087 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0088 722-60824 545.000 SYS | 9.33000 5084.85| 6.25000 3406.25| 5.11000 2784.95 SURFACE MILLING | | | 0089 801-01093 4.000 EACH| 435.00000 1740.00| 435.00000 1740.00| 435.00000 1740.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 722-51846 4.900 CYS | 330.00000 1617.00| 330.00000 1617.00| 330.00000 1617.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0091 201-52370 LUMP| 2500.00000 2500.00| 11000.00000 11000.00| 912.92000 912.92 CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 1,104,247.86| $ 1,160,636.90| $ 1,231,465.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,104,247.86| $ 1,160,636.90| $ 1,231,465.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1523985 | |WALSH CONSTR CO. OF ILL |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING STR. NO. 1 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING STR. NO. 2 | | | 0003 105-07039 12.000 MOS | 1290.00000 15480.00| 2400.00000 28800.00| FIELD OFFICE, B | | | 0004 110-01001 LUMP| 31000.00000 31000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 1 | | | 0005 110-01001 LUMP| 31000.00000 31000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION STR. NO.| | | 2 | | | 0006 202-02240 210.000 SYS | 25.00000 5250.00| 15.00000 3150.00| PAVEMENT REMOVAL | | | 0007 202-02241 4555.000 LFT | 2.00000 9110.00| 4.00000 18220.00| GUARDRAIL, REMOVE | | | 0008 202-02277 5188.000 LFT | 2.00000 10376.00| 4.00000 20752.00| GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 75000.00000 75000.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0010 202-51328 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0011 202-51368 426.000 SYS | 2.00000 852.00| 20.00000 8520.00| SLOPEWALL, REMOVE | | | 0012 202-74095 4.000 EACH| 50.00000 200.00| 75.00000 300.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0013 202-99187 935.000 LFT | 2.25000 2103.75| 5.00000 4675.00| FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 968.000 CYS | 30.00000 29040.00| 8.00000 7744.00| EXCAVATION, COMMON | | | 0015 206-51225 116.000 CYS | 20.00000 2320.00| 14.00000 1624.00| EXCAVATION, DRY | | | 0016 211-06467 22.000 CYS | 75.00000 1650.00| 20.00000 440.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 22.000 CYS | 55.00000 1210.00| 22.00000 484.00| STRUCTURE BACKFILL | | | 0018 303-01180 1178.000 TON | 17.00000 20026.00| 16.00000 18848.00| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1523985 | |WALSH CONSTR CO. OF ILL |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 306-08043 800.000 SYS | 3.00000 2400.00| 8.00000 6400.00| MILLING, TRANSITION | | | 0021 402-07432 176.000 TON | 69.30000 12196.80| 86.25000 15180.00| HMA SURFACE, TYPE A | | | 0022 402-07433 193.000 TON | 66.15000 12766.95| 80.50000 15536.50| HMA SURFACE, TYPE B | | | 0023 402-07435 275.000 TON | 42.00000 11550.00| 74.75000 20556.25| HMA INTERMEDIATE, TYPE A | | | 0024 402-07438 273.000 TON | 42.00000 11466.00| 69.00000 18837.00| HMA INTERMEDIATE, TYPE B | | | 0025 406-05521 1943.000 SYS | 1.05000 2040.15| 1.15000 2234.45| ASPHALT FOR TACK COAT | | | 0026 601-01522 8.000 EACH| 1350.00000 10800.00| 1553.00000 12424.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-06037 8.000 EACH| 650.00000 5200.00| 748.00000 5984.00| GUARDRAIL END TREATMENT, I | | | 0028 601-07024 2.000 EACH| 7200.00000 14400.00| 8280.00000 16560.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-99105 4963.000 LFT | 9.75000 48389.25| 11.22000 55684.86| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06639 220.000 LFT | 8.68000 1909.60| 20.00000 4400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 602-06646 120.000 LFT | 14.27000 1712.40| 20.00000 2400.00| TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 24.000 EACH| 6.00000 144.00| 20.00000 480.00| BARRIER DELINEATOR | | | 0033 603-06040 935.000 LFT | 10.00000 9350.00| 11.50000 10752.50| FENCE, FARM FIELD, 47 IN. | | | 0034 603-06045 854.000 LFT | 22.00000 18788.00| 36.80000 31427.20| FENCE, CHAIN LINK, 48 IN. SECURITY | | | 0035 605-05523 5199.000 LFT | 2.63000 13673.37| 13.57000 70550.43| CURB, HMA | | | 0038 616-02320 230.000 SYS | 2.48000 570.40| 4.00000 920.00| GEOTEXTILES | | | 0039 616-06405 76.000 TON | 20.89000 1587.64| 20.00000 1520.00| RIPRAP, REVETMENT | | | 0040 616-51367 426.000 SYS | 38.47000 16388.22| 42.00000 17892.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0042 619-95457 LUMP| 16000.00000 16000.00| 39000.00000 39000.00| CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1523985 | |WALSH CONSTR CO. OF ILL |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 619-95457 LUMP| 30000.00000 30000.00| 39000.00000 39000.00| CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0044 621-01004 2.000 EACH| 550.00000 1100.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 3800.000 SYS | 0.50000 1900.00| 0.68000 2584.00| MULCHED SEEDING, R | | | 0046 621-06574 100.000 SYS | 3.00000 300.00| 22.00000 2200.00| SODDING | | | 0047 701-02790 360.000 LFT | 61.34000 22082.40| 27.00000 9720.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 0.209 IN., 14 IN. | | | 0048 702-51005 29.600 CYS | 635.00000 18796.00| 500.00000 14800.00| CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51863 604.000 EACH| 8.00000 4832.00| 6.00000 3624.00| FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-92857 36.600 CYS | 600.00000 21960.00| 600.00000 21960.00| CONCRETE, C, SUBSTRUCTURE | | | 0051 703-51030 3610.000 LBS | 0.80000 2888.00| 1.10000 3971.00| REINFORCING STEEL | | | 0052 703-51032 75415.000 LBS | 0.75000 56561.25| 1.20000 90498.00| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 203.100 CYS | 800.00000 162480.00| 450.00000 91395.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 8.000 EACH| 1500.00000 12000.00| 1400.00000 11200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51025 798.000 LFT | 55.00000 43890.00| 42.00000 33516.00| CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 7000.00000 7000.00| 4500.00000 4500.00| SURFACE SEAL STR. NO. 1 | | | 0057 709-51821 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| SURFACE SEAL STR. NO. 2 | | | 0058 710-51864 636.000 EACH| 22.00000 13992.00| 6.00000 3816.00| FIELD DRILLED HOLE | | | 0059 711-51038 LUMP| 89381.22000 89381.22| 100000.00000 100000.00| STRUCTURAL STEEL | | | 0060 711-51877 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| JACKING AND SUPPORTING BEAMS | | | 0061 711-96800 1584.000 EACH| 2.45000 3880.80| 4.00000 6336.00| STUD SHEAR CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1523985 | |WALSH CONSTR CO. OF ILL |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05149 48.000 LFT | 82.70000 3969.60| 12.00000 576.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05407 84.000 LFT | 8.67000 728.28| 10.00000 840.00| PIPE, END BENT DRAIN, 6 IN. | | | 0064 720-44296 24.000 EACH| 201.14000 4827.36| 120.00000 2880.00| CAP INLET | | | 0065 720-45050 16.000 EACH| 1631.62000 26105.92| 900.00000 14400.00| INLET, J11 | | | 0066 722-51401 100.000 SFT | 50.00000 5000.00| 20.00000 2000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0067 722-51842 612.000 SYS | 50.00000 30600.00| 50.00000 30600.00| BRIDGE DECK OVERLAY | | | 0068 722-51852 500.000 SFT | 15.00000 7500.00| 10.00000 5000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0069 724-03276 54.000 LFT | 6.00000 324.00| 105.00000 5670.00| EXPANSION JOINT SEALING SYSTEM | | | 0070 726-92406 12.000 EACH| 460.58000 5526.96| 750.00000 9000.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0071 729-51875 10.000 SFT | 87.18000 871.80| 25.00000 250.00| CONCRETE, A, PATCHING | | | 0072 801-04308 4.000 EACH| 234.00000 936.00| 700.00000 2800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06625 9.000 EACH| 89.00000 801.00| 140.00000 1260.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 30.000 EACH| 134.00000 4020.00| 150.00000 4500.00| CONSTRUCTION SIGN, A | | | 0075 801-06710 300.000 DAY | 10.00000 3000.00| 18.00000 5400.00| FLASHING ARROW SIGN | | | 0076 801-06775 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0077 801-06775 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC STR.NO. 1 | | | 0078 801-07118 48.000 LFT | 14.42000 692.16| 12.00000 576.00| BARRICADE, III-A | | | 0079 801-07119 48.000 LFT | 18.59000 892.32| 15.00000 720.00| BARRICADE, III-B | | | 0080 801-09133 2.000 EACH| 5260.00000 10520.00| 6000.00000 12000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0081 802-05702 110.000 LFT | 6.25000 687.50| 10.00000 1100.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 690 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,872.39 ROUTE : INTERSTATE 65 CALL ORDER : 690 CONTRACT ID : B -27051-A COUNTIES : LAKE LETTING DATE : 11/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1523985 | |WALSH CONSTR CO. OF ILL |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 802-76045 46.000 SFT | 16.60000 763.60| 23.00000 1058.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 808-06713 7926.000 LFT | 0.24000 1902.24| 0.20000 1585.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0084 808-06714 7926.000 LFT | 0.24000 1902.24| 0.20000 1585.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0085 609-06257 238.000 SYS | 47.89000 11397.82| 45.00000 10710.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0086 619-05926 LUMP| 500.00000 500.00| 3000.00000 3000.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0087 619-05926 LUMP| 500.00000 500.00| 3000.00000 3000.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0088 722-60824 545.000 SYS | 4.00000 2180.00| 6.00000 3270.00| SURFACE MILLING | | | 0089 801-01093 4.000 EACH| 435.00000 1740.00| 1300.00000 5200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 722-51846 4.900 CYS | 330.00000 1617.00| 330.00000 1617.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0091 201-52370 LUMP| 50000.00000 50000.00| 8000.00000 8000.00| CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 1,255,000.00| $ 1,257,513.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,255,000.00| $ 1,257,513.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B158003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 828,445.67 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 835,229.01 100.8188% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 835,910.30 100.9010% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 855,535.00 103.2698% 5 35-1310611 DUNCAN ROBERTSON INC $ 864,262.07 104.3233% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 912,569.08 110.1543% 7 35-1609544 SCHUTT-LOOKABILL CO $ 954,145.92 115.1730% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1917625 |(3) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 8700.00000 8700.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1200.00000 13200.00| 2500.00000 27500.00| 1500.00000 16500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 41000.00000 41000.00| 41800.00000 41800.00| 41500.00000 41500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02236 186.000 m2 | 5.00000 930.00| 14.00000 2604.00| 9.00000 1674.00 SURFACE, REMOVE | | | 0005 202-51330 LUMP| 42500.00000 42500.00| 57800.00000 57800.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 635.000 m3 | 13.75000 8731.25| 33.00000 20955.00| 8.00000 5080.00 EXCAVATION, COMMON | | | 0007 203-02070 3564.000 m3 | 14.25000 50787.00| 17.00000 60588.00| 14.75000 52569.00 BORROW | | | 0008 203-51223 718.000 m3 | 15.00000 10770.00| 11.00000 7898.00| 8.00000 5744.00 EXCAVATION, WATERWAY | | | 0009 205-06933 1.000 EACH| 110.00000 110.00| 90.00000 90.00| 115.00000 115.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 821.000 m | 4.80000 3940.80| 4.55000 3735.55| 5.00000 4105.00 TEMPORARY SILT FENCE | | | 0011 207-07502 4060.000 m2 | 3.75000 15225.00| 4.30000 17458.00| 3.60000 14616.00 SUBGRADE TREATMENT, TYPE D | | | 0012 211-07454 1005.000 m3 | 29.50000 29647.50| 22.00000 22110.00| 20.50000 20602.50 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1917625 |(3) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 6.000 m3 | 125.00000 750.00| 260.00000 1560.00| 120.00000 720.00 FLOWABLE MORTAR | | | 0014 304-06464 30.000 m3 | 32.50000 975.00| 68.00000 2040.00| 35.00000 1050.00 SUBBASE FOR PCCP | | | 0015 306-08043 78.000 m2 | 5.00000 390.00| 14.00000 1092.00| 15.00000 1170.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0017 402-07432 305.000 Mg | 51.50000 15707.50| 60.00000 18300.00| 79.20000 24156.00 HMA SURFACE, TYPE A | | | 0018 402-07435 515.000 Mg | 45.00000 23175.00| 49.00000 25235.00| 60.50000 31157.50 HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 2733.000 Mg | 39.00000 106587.00| 1.00000 2733.00| 34.10000 93195.30 HMA BASE, TYPE A | | | 0020 406-05521 14180.000 m2 | 0.05000 709.00| 0.10000 1418.00| 0.07000 992.60 ASPHALT FOR TACK COAT | | | 0021 502-06627 61.500 m2 | 35.00000 2152.50| 62.00000 3813.00| 50.00000 3075.00 PCCP, 150 mm | | | 0022 601-94689 4.000 EACH| 2200.00000 8800.00| 1848.00000 7392.00| 2185.00000 8740.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 87.630 m | 34.00000 2979.42| 30.50000 2672.72| 36.00000 3154.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 8.000 EACH| 10.00000 80.00| 7.35000 58.80| 10.00000 80.00 BARRIER DELINEATOR | | | 0025 605-06140 830.000 m | 37.50000 31125.00| 41.00000 34030.00| 37.75000 31332.50 CURB AND GUTTER, CONCRETE | | | 0027 616-02320 350.000 m2 | 3.20000 1120.00| 2.00000 700.00| 3.00000 1050.00 GEOTEXTILES | | | 0029 621-01004 1.000 EACH| 550.00000 550.00| 555.00000 555.00| 610.00000 610.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 4845.000 m2 | 0.60000 2907.00| 0.55000 2664.75| 0.58000 2810.10 MULCHED SEEDING, U | | | 0031 621-06574 50.000 m2 | 10.00000 500.00| 22.00000 1100.00| 24.15000 1207.50 SODDING | | | 0032 701-96089 332.000 m | 95.00000 31540.00| 90.00000 29880.00| 100.00000 33200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0033 701-98649 126.000 m | 186.00000 23436.00| 110.00000 13860.00| 135.00000 17010.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1917625 |(3) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-90915 19.200 m3 | 450.00000 8640.00| 430.00000 8256.00| 350.00000 6720.00 CONCRETE, A | | | 0035 703-51030 17369.000 kg | 1.25000 21711.25| 1.39000 24142.91| 1.10000 19105.90 REINFORCING STEEL | | | 0036 703-51032 25298.000 kg | 1.38000 34911.24| 1.16000 29345.68| 1.25000 31622.50 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 263.200 m3 | 440.00000 115808.00| 600.00000 157920.00| 500.00000 131600.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06349 72.900 m | 290.00000 21141.00| 292.00000 21286.80| 310.00000 22599.00 RAILING, TX | | | 0039 706-06372 4.000 EACH| 1780.00000 7120.00| 1816.00000 7264.00| 2250.00000 9000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0040 709-51821 LUMP| 3850.00000 3850.00| 5700.00000 5700.00| 4200.00000 4200.00 SURFACE SEAL | | | 0041 715-05151 69.900 m | 82.50000 5766.75| 139.00000 9716.10| 68.00000 4753.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 218.900 m | 89.00000 19482.10| 79.00000 17293.10| 75.00000 16417.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05154 130.300 m | 118.00000 15375.40| 137.00000 17851.10| 85.00000 11075.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0044 715-05156 81.800 m | 127.00000 10388.60| 168.00000 13742.40| 105.00000 8589.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0045 715-46020 1.000 EACH| 395.00000 395.00| 1500.00000 1500.00| 300.00000 300.00 PIPE END SECTION, 600 mm | | | 0046 715-46030 1.000 EACH| 500.00000 500.00| 1660.00000 1660.00| 500.00000 500.00 PIPE END SECTION, 750 mm | | | 0047 720-45035 4.000 EACH| 1250.00000 5000.00| 1160.00000 4640.00| 1000.00000 4000.00 INLET, F7 | | | 0048 720-45410 5.000 EACH| 1600.00000 8000.00| 1840.00000 9200.00| 1600.00000 8000.00 MANHOLE, C4 | | | 0049 720-95409 1.000 EACH| 1750.00000 1750.00| 1990.00000 1990.00| 3000.00000 3000.00 MANHOLE, J4, MODIFIED WITH BEEHIVE | | | CASTING | | | 0050 720-95422 2.000 EACH| 1800.00000 3600.00| 2760.00000 5520.00| 3000.00000 6000.00 MANHOLE, J4 | | | 0051 720-98174 11.000 EACH| 1450.00000 15950.00| 1680.00000 18480.00| 1300.00000 14300.00 INLET, B15 | | | 0052 720-98555 5.000 EACH| 1700.00000 8500.00| 1700.00000 8500.00| 1300.00000 6500.00 INLET, C15 | | | 0053 808-06703 960.000 m | 1.00000 960.00| 0.98000 940.80| 1.06000 1017.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1917625 |(3) 35-1381845 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75054 104.300 m | 4.00000 417.20| 3.95000 411.99| 4.30000 448.49 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0055 808-75245 816.000 m | 1.00000 816.00| 0.97000 791.52| 1.06000 864.96 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75320 1.000 EACH| 75.00000 75.00| 66.00000 66.00| 72.50000 72.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 1.000 EACH| 100.00000 100.00| 79.00000 79.00| 86.25000 86.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 609-06259 198.800 m2 | 66.00000 13120.80| 83.00000 16500.40| 65.00000 12922.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0059 616-06405 116.000 Mg | 24.00000 2784.00| 23.00000 2668.00| 25.00000 2900.00 RIPRAP, REVETMENT | | | 0060 201-52370 LUMP| 10000.00000 10000.00| 24700.00000 24700.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0061 801-06640 4.000 EACH| 120.00000 480.00| 97.00000 388.00| 106.00000 424.00 CONSTRUCTION SIGN, A | | | 0062 801-07118 14.630 m | 22.50000 329.18| 19.40000 283.82| 22.00000 321.86 BARRICADE, III-A | | | 0063 801-07119 14.630 m | 22.50000 329.18| 19.40000 283.82| 22.00000 321.86 BARRICADE, III-B | | | 0064 801-04308 4.000 EACH| 225.00000 900.00| 200.00000 800.00| 220.00000 880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06775 LUMP| 4500.00000 4500.00| 1550.00000 1550.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0066 808-75051 105.000 m | 4.00000 420.00| 3.95000 414.75| 4.30000 451.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | SECTION TOTALS | $ 828,445.67| $ 835,229.01| $ 835,910.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,445.67| $ 835,229.01| $ 835,910.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1310611 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 8200.00000 8200.00| 18000.00000 18000.00| 19900.00000 19900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1500.00000 16500.00| 1500.00000 16500.00| 1400.00000 15400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 42750.00000 42750.00| 37500.00000 37500.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02236 186.000 m2 | 8.00000 1488.00| 12.50000 2325.00| 12.50000 2325.00 SURFACE, REMOVE | | | 0005 202-51330 LUMP| 47454.23000 47454.23| 50000.00000 50000.00| 24000.00000 24000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 635.000 m3 | 12.50000 7937.50| 15.00000 9525.00| 12.00000 7620.00 EXCAVATION, COMMON | | | 0007 203-02070 3564.000 m3 | 12.50000 44550.00| 15.00000 53460.00| 17.00000 60588.00 BORROW | | | 0008 203-51223 718.000 m3 | 8.00000 5744.00| 12.50000 8975.00| 18.00000 12924.00 EXCAVATION, WATERWAY | | | 0009 205-06933 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 821.000 m | 4.35000 3571.35| 3.50000 2873.50| 4.34000 3563.14 TEMPORARY SILT FENCE | | | 0011 207-07502 4060.000 m2 | 4.90000 19894.00| 4.50000 18270.00| 3.50000 14210.00 SUBGRADE TREATMENT, TYPE D | | | 0012 211-07454 1005.000 m3 | 31.50000 31657.50| 30.00000 30150.00| 30.00000 30150.00 STRUCTURE BACKFILL | | | 0013 213-52830 6.000 m3 | 160.00000 960.00| 200.00000 1200.00| 160.00000 960.00 FLOWABLE MORTAR | | | 0014 304-06464 30.000 m3 | 66.50000 1995.00| 40.00000 1200.00| 40.00000 1200.00 SUBBASE FOR PCCP | | | 0015 306-08043 78.000 m2 | 13.20000 1029.60| 18.00000 1404.00| 12.50000 975.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0017 402-07432 305.000 Mg | 54.00000 16470.00| 79.20000 24156.00| 72.00000 21960.00 HMA SURFACE, TYPE A | | | 0018 402-07435 515.000 Mg | 42.00000 21630.00| 60.00000 30900.00| 55.00000 28325.00 HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 2733.000 Mg | 37.00000 101121.00| 34.00000 92922.00| 31.00000 84723.00 HMA BASE, TYPE A | | | 0020 406-05521 14180.000 m2 | 0.05000 709.00| 0.07000 992.60| 0.06000 850.80 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1310611 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 502-06627 61.500 m2 | 52.00000 3198.00| 50.00000 3075.00| 78.00000 4797.00 PCCP, 150 mm | | | 0022 601-94689 4.000 EACH| 2025.00000 8100.00| 2100.00000 8400.00| 1900.00000 7600.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 87.630 m | 34.00000 2979.42| 34.50000 3023.23| 31.25000 2738.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 8.000 EACH| 10.00000 80.00| 10.00000 80.00| 7.00000 56.00 BARRIER DELINEATOR | | | 0025 605-06140 830.000 m | 31.50000 26145.00| 38.00000 31540.00| 35.00000 29050.00 CURB AND GUTTER, CONCRETE | | | 0027 616-02320 350.000 m2 | 2.50000 875.00| 4.00000 1400.00| 3.00000 1050.00 GEOTEXTILES | | | 0029 621-01004 1.000 EACH| 565.00000 565.00| 600.00000 600.00| 530.00000 530.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 4845.000 m2 | 0.55000 2664.75| 0.55000 2664.75| 0.50000 2422.50 MULCHED SEEDING, U | | | 0031 621-06574 50.000 m2 | 24.00000 1200.00| 23.00000 1150.00| 21.00000 1050.00 SODDING | | | 0032 701-96089 332.000 m | 105.00000 34860.00| 100.00000 33200.00| 110.00000 36520.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0033 701-98649 126.000 m | 120.00000 15120.00| 150.00000 18900.00| 225.00000 28350.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0034 702-90915 19.200 m3 | 215.00000 4128.00| 400.00000 7680.00| 470.00000 9024.00 CONCRETE, A | | | 0035 703-51030 17369.000 kg | 1.05000 18237.45| 1.30000 22579.70| 1.30000 22579.70 REINFORCING STEEL | | | 0036 703-51032 25298.000 kg | 1.45000 36682.10| 1.40000 35417.20| 1.50000 37947.00 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 263.200 m3 | 545.00000 143444.00| 375.00000 98700.00| 700.00000 184240.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06349 72.900 m | 228.00000 16621.20| 300.00000 21870.00| 240.00000 17496.00 RAILING, TX | | | 0039 706-06372 4.000 EACH| 2000.00000 8000.00| 1900.00000 7600.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0040 709-51821 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 4400.00000 4400.00 SURFACE SEAL | | | 0041 715-05151 69.900 m | 116.00000 8108.40| 117.00000 8178.30| 100.00000 6990.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1310611 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05152 218.900 m | 93.00000 20357.70| 137.00000 29989.30| 105.00000 22984.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05154 130.300 m | 152.00000 19805.60| 180.00000 23454.00| 135.00000 17590.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0044 715-05156 81.800 m | 213.00000 17423.40| 228.00000 18650.40| 165.00000 13497.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0045 715-46020 1.000 EACH| 670.00000 670.00| 300.00000 300.00| 750.00000 750.00 PIPE END SECTION, 600 mm | | | 0046 715-46030 1.000 EACH| 785.00000 785.00| 400.00000 400.00| 885.00000 885.00 PIPE END SECTION, 750 mm | | | 0047 720-45035 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 1260.00000 5040.00 INLET, F7 | | | 0048 720-45410 5.000 EACH| 2400.00000 12000.00| 1600.00000 8000.00| 1525.00000 7625.00 MANHOLE, C4 | | | 0049 720-95409 1.000 EACH| 3240.00000 3240.00| 2100.00000 2100.00| 2450.00000 2450.00 MANHOLE, J4, MODIFIED WITH BEEHIVE | | | CASTING | | | 0050 720-95422 2.000 EACH| 3100.00000 6200.00| 2100.00000 4200.00| 2350.00000 4700.00 MANHOLE, J4 | | | 0051 720-98174 11.000 EACH| 1380.00000 15180.00| 1575.00000 17325.00| 1680.00000 18480.00 INLET, B15 | | | 0052 720-98555 5.000 EACH| 1405.00000 7025.00| 1575.00000 7875.00| 1760.00000 8800.00 INLET, C15 | | | 0053 808-06703 960.000 m | 1.00000 960.00| 1.00000 960.00| 1.05000 1008.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75054 104.300 m | 4.00000 417.20| 4.10000 427.63| 8.00000 834.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0055 808-75245 816.000 m | 1.00000 816.00| 1.00000 816.00| 1.05000 856.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75320 1.000 EACH| 70.00000 70.00| 70.00000 70.00| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 1.000 EACH| 80.00000 80.00| 82.50000 82.50| 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 609-06259 198.800 m2 | 68.00000 13518.40| 70.00000 13916.00| 80.00000 15904.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0059 616-06405 116.000 Mg | 32.00000 3712.00| 25.00000 2900.00| 30.00000 3480.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1310611 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 201-52370 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0061 801-06640 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 275.00000 1100.00 CONSTRUCTION SIGN, A | | | 0062 801-07118 14.630 m | 20.00000 292.60| 21.00000 307.23| 0.01000 0.15 BARRICADE, III-A | | | 0063 801-07119 14.630 m | 20.00000 292.60| 21.00000 307.23| 0.01000 0.15 BARRICADE, III-B | | | 0064 801-04308 4.000 EACH| 200.00000 800.00| 210.00000 840.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06775 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0066 808-75051 105.000 m | 4.00000 420.00| 4.10000 430.50| 7.80000 819.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | SECTION TOTALS | $ 855,535.00| $ 864,262.07| $ 912,569.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 855,535.00| $ 864,262.07| $ 912,569.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16428.00000 16428.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1763.71000 19400.81| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 47707.00000 47707.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02236 186.000 m2 | 16.14000 3002.04| | SURFACE, REMOVE | | | 0005 202-51330 LUMP| 103311.13000 103311.13| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 635.000 m3 | 58.79000 37331.65| | EXCAVATION, COMMON | | | 0007 203-02070 3564.000 m3 | 19.40000 69141.60| | BORROW | | | 0008 203-51223 718.000 m3 | 11.64000 8357.52| | EXCAVATION, WATERWAY | | | 0009 205-06933 1.000 EACH| 81.00000 81.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 821.000 m | 4.69000 3850.49| | TEMPORARY SILT FENCE | | | 0011 207-07502 4060.000 m2 | 5.75000 23345.00| | SUBGRADE TREATMENT, TYPE D | | | 0012 211-07454 1005.000 m3 | 25.61000 25738.05| | STRUCTURE BACKFILL | | | 0013 213-52830 6.000 m3 | 84.47000 506.82| | FLOWABLE MORTAR | | | 0014 304-06464 30.000 m3 | 34.25000 1027.50| | SUBBASE FOR PCCP | | | 0015 306-08043 78.000 m2 | 42.88000 3344.64| | MILLING, TRANSITION | | | 0016 401-06264 LUMP| 3078.00000 3078.00| | PROFILOGRAPH, HMA | | | 0017 402-07432 305.000 Mg | 55.08000 16799.40| | HMA SURFACE, TYPE A | | | 0018 402-07435 515.000 Mg | 43.20000 22248.00| | HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 2733.000 Mg | 37.80000 103307.40| | HMA BASE, TYPE A | | | 0020 406-05521 14180.000 m2 | 0.05000 709.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 502-06627 61.500 m2 | 37.22000 2289.03| | PCCP, 150 mm | | | 0022 601-94689 4.000 EACH| 2052.00000 8208.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 87.630 m | 33.75000 2957.51| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 8.000 EACH| 7.56000 60.48| | BARRIER DELINEATOR | | | 0025 605-06140 830.000 m | 34.49000 28626.70| | CURB AND GUTTER, CONCRETE | | | 0027 616-02320 350.000 m2 | 3.61000 1263.50| | GEOTEXTILES | | | 0029 621-01004 1.000 EACH| 712.80000 712.80| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 4845.000 m2 | 0.41000 1986.45| | MULCHED SEEDING, U | | | 0031 621-06574 50.000 m2 | 10.48000 524.00| | SODDING | | | 0032 701-96089 332.000 m | 16.67000 5534.44| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0033 701-98649 126.000 m | 300.00000 37800.00| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0034 702-90915 19.200 m3 | 241.73000 4641.22| | CONCRETE, A | | | 0035 703-51030 17369.000 kg | 1.16000 20148.04| | REINFORCING STEEL | | | 0036 703-51032 25298.000 kg | 1.34000 33899.32| | REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 263.200 m3 | 463.20000 121914.24| | CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06349 72.900 m | 312.81000 22803.85| | RAILING, TX | | | 0039 706-06372 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0040 709-51821 LUMP| 3934.44000 3934.44| | SURFACE SEAL | | | 0041 715-05151 69.900 m | 99.17000 6931.98| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05152 218.900 m | 90.92000 19902.39| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05154 130.300 m | 107.25000 13974.68| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0044 715-05156 81.800 m | 134.16000 10974.29| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0045 715-46020 1.000 EACH| 363.84000 363.84| | PIPE END SECTION, 600 mm | | | 0046 715-46030 1.000 EACH| 700.68000 700.68| | PIPE END SECTION, 750 mm | | | 0047 720-45035 4.000 EACH| 975.00000 3900.00| | INLET, F7 | | | 0048 720-45410 5.000 EACH| 2000.03000 10000.15| | MANHOLE, C4 | | | 0049 720-95409 1.000 EACH| 2397.61000 2397.61| | MANHOLE, J4, MODIFIED WITH BEEHIVE | | | CASTING | | | 0050 720-95422 2.000 EACH| 3340.68000 6681.36| | MANHOLE, J4 | | | 0051 720-98174 11.000 EACH| 1894.02000 20834.22| | INLET, B15 | | | 0052 720-98555 5.000 EACH| 2220.12000 11100.60| | INLET, C15 | | | 0053 808-06703 960.000 m | 0.99000 950.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75054 104.300 m | 4.05000 422.42| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0055 808-75245 816.000 m | 0.99000 807.84| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75320 1.000 EACH| 68.04000 68.04| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 1.000 EACH| 81.00000 81.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 609-06259 198.800 m2 | 55.81000 11095.03| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0059 616-06405 116.000 Mg | 26.17000 3035.72| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 700 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,063,261.50 ROUTE : EAST 52ND STREET CALL ORDER : 700 CONTRACT ID : B -27132-A COUNTIES : MARION LETTING DATE : 11/18/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 201-52370 LUMP| 9541.00000 9541.00| | CLEARING RIGHT OF WAY | | | 0061 801-06640 4.000 EACH| 99.90000 399.60| | CONSTRUCTION SIGN, A | | | 0062 801-07118 14.630 m | 19.98000 292.31| | BARRICADE, III-A | | | 0063 801-07119 14.630 m | 19.98000 292.31| | BARRICADE, III-B | | | 0064 801-04308 4.000 EACH| 205.20000 820.80| | ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06775 LUMP| 6133.33000 6133.33| | MAINTAINING TRAFFIC | | | 0066 808-75051 105.000 m | 4.05000 425.25| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | SECTION TOTALS | $ 954,145.92| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 954,145.92| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9916018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 334,900.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 390,557.64 116.6191% 3 35-1801998 CLR, INC. $ 427,454.27 127.6363% 4 61-1201949 INTECH CONTRACTING LLC $ 582,961.36 174.0702% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1801998 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRANSPORTATION ENHANCEMENT | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 1900.00000 1900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 700.00000 6300.00| 1400.00000 12600.00| 1700.00000 15300.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16613.47000 16613.47| 18000.00000 18000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3300.00000 3300.00| 6462.52000 6462.52| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 39500.00000 39500.00| 55000.00000 55000.00| 5100.00000 5100.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-91011 2.000 EACH| 1000.00000 2000.00| 900.00000 1800.00| 750.00000 1500.00 TREE, 36 IN., REMOVE | | | 0007 202-94747 10.000 EACH| 40.00000 400.00| 70.00000 700.00| 32.00000 320.00 POST, REMOVE | | | 0008 203-02000 138.000 CYS | 40.00000 5520.00| 40.00000 5520.00| 24.00000 3312.00 EXCAVATION, COMMON | | | 0009 203-02070 62.000 CYS | 40.00000 2480.00| 45.00000 2790.00| 40.00000 2480.00 BORROW | | | 0010 203-90014 2.200 STA | 300.00000 660.00| 950.00000 2090.00| 1300.00000 2860.00 LINEAR GRADING | | | 0011 205-06937 415.000 LFT | 1.50000 622.50| 1.50000 622.50| 2.99000 1240.85 TEMPORARY SILT FENCE | | | 0012 206-51220 18.000 CYS | 75.00000 1350.00| 60.00000 1080.00| 300.00000 5400.00 EXCAVATION, WET | | | 0013 210-05721 LUMP| 8000.00000 8000.00| 8500.00000 8500.00| 6200.00000 6200.00 FIRE RETARDANT TREATMENT | | | 0014 210-05722 880.000 SFT | 12.00000 10560.00| 6.00000 5280.00| 9.00000 7920.00 SIDING REPLACEMENT, PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1801998 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-05804 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 16000.00000 16000.00 MISCELLANEOUS TRUSS REPAIRS | | | 0016 210-05811 2.000 EACH| 4000.00000 8000.00| 1800.00000 3600.00| 7500.00000 15000.00 REPAIR LIMESTONE MASONRY ABUTMENTS | | | 0017 210-05813 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 14000.00000 14000.00 PAINT COVERED BRIDGE, EXTERIOR | | | 0018 210-07871 LUMP| 6000.00000 6000.00| 2500.00000 2500.00| 3000.00000 3000.00 INSECTICIDE TREATMENT | | | 0019 210-07872 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 HERBICIDE TREATMENT OF MASONRY ABUTMENTS| | | 0020 210-07873 730.000 SFT | 8.00000 5840.00| 4.00000 2920.00| 17.00000 12410.00 REPOINT LIMESTONE MASONRY ABUTMENTS | | | 0021 210-07874 656.000 BDFT| 10.00000 6560.00| 11.00000 7216.00| 33.00000 21648.00 REPLACE ARCH RING, PORTIONS | | | 0022 210-07874 248.000 BDFT| 8.00000 1984.00| 9.00000 2232.00| 13.00000 3224.00 REPLACE CORNER BOARD | | | 0023 210-07874 1040.000 BDFT| 6.00000 6240.00| 5.50000 5720.00| 9.00000 9360.00 REPLACE DECK PLANKING, LONGITUDINAL, | | | PORTIONS | | | 0024 210-07874 3960.000 BDFT| 4.00000 15840.00| 5.25000 20790.00| 8.75000 34650.00 REPLACE DECK PLANKING, TRANSVERSE, | | | PORTIONS | | | 0025 210-07874 2408.000 BDFT| 3.50000 8428.00| 4.25000 10234.00| 10.00000 24080.00 REPLACE FLOOR BEAMS | | | 0026 210-07874 1344.000 BDFT| 8.00000 10752.00| 8.25000 11088.00| 25.00000 33600.00 REPLACE LOWER CHORD, PORTIONS | | | 0027 210-07874 232.000 BDFT| 40.00000 9280.00| 15.50000 3596.00| 26.25000 6090.00 REPLACE LOWER LATERAL BRACING, PORTIONS | | | 0028 210-07874 912.000 BDFT| 6.00000 5472.00| 4.50000 4104.00| 3.95000 3602.40 REPLACE RAILING BOARDS | | | 0029 210-07874 80.000 BDFT| 17.00000 1360.00| 7.25000 580.00| 30.00000 2400.00 REPLACE SILL BOARDS | | | 0030 210-07874 3920.000 BDFT| 2.90000 11368.00| 3.50000 13720.00| 4.25000 16660.00 REPLACE STRINGERS | | | 0031 210-07874 464.000 BDFT| 18.00000 8352.00| 8.00000 3712.00| 45.00000 20880.00 REPLACE VERTICAL POST | | | 0032 210-07876 768.000 BDFT| 19.00000 14592.00| 8.00000 6144.00| 11.00000 8448.00 REPAIR WINDOW OPENING | | | 0033 210-07877 2.000 EACH| 4000.00000 8000.00| 3500.00000 7000.00| 3750.00000 7500.00 RECONSTRUCT PORTAL OPENINGS | | | 0034 210-07878 1.000 EACH| 1000.00000 1000.00| 550.00000 550.00| 2000.00000 2000.00 BRIDGE PLAQUE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1801998 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 303-01180 25.000 TON | 40.00000 1000.00| 50.00000 1250.00| 55.00000 1375.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 306-08043 210.000 SYS | 9.00000 1890.00| 16.00000 3360.00| 6.10000 1281.00 MILLING, TRANSITION | | | 0037 402-07450 36.000 TON | 135.00000 4860.00| 160.00000 5760.00| 115.00000 4140.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0038 405-05518 5.000 SYS | 1.00000 5.00| 52.00000 260.00| 75.00000 375.00 ASPHALT FOR PRIME COAT | | | 0039 406-05521 326.000 SYS | 0.05000 16.30| 0.55000 179.30| 0.35000 114.10 ASPHALT FOR TACK COAT | | | 0040 616-02320 35.000 SYS | 5.00000 175.00| 4.00000 140.00| 15.00000 525.00 GEOTEXTILES | | | 0041 616-06405 16.400 TON | 45.00000 738.00| 28.00000 459.20| 58.00000 951.20 RIPRAP, REVETMENT | | | 0042 621-01004 1.000 EACH| 500.00000 500.00| 660.00000 660.00| 341.00000 341.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 388.000 SYS | 0.50000 194.00| 2.80000 1086.40| 2.10000 814.80 MULCHED SEEDING, R | | | 0044 621-06564 388.000 SYS | 0.50000 194.00| 3.00000 1164.00| 0.77000 298.76 MULCHED SEEDING, CV | | | 0045 702-94656 5.500 CYS | 900.00000 4950.00| 625.00000 3437.50| 750.00000 4125.00 CONCRETE, B | | | 0046 703-51030 228.000 LBS | 2.50000 570.00| 1.90000 433.20| 1.00000 228.00 REINFORCING STEEL | | | 0047 711-05395 12.000 EACH| 1200.00000 14400.00| 1000.00000 12000.00| 2200.00000 26400.00 REPLACE LOWER CHORD SPLICE CONNECTION | | | 0048 711-05396 LUMP| 17000.00000 17000.00| 16000.00000 16000.00| 18000.00000 18000.00 REPLACE COVERED BRIDGE ROOF | | | 0049 711-05396 LUMP| 14000.00000 14000.00| 7500.00000 7500.00| 8750.00000 8750.00 REPLACE WINDOW ROOF | | | 0050 712-04709 LUMP| 15000.00000 15000.00| 71000.00000 71000.00| 22000.00000 22000.00 JACKING AND CRIBBING TIMBER TRUSSES | | | 0051 801-04308 4.000 EACH| 105.00000 420.00| 110.00000 440.00| 75.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06640 2.000 EACH| 90.00000 180.00| 90.00000 180.00| 150.00000 300.00 CONSTRUCTION SIGN, A | | | 0053 801-07118 48.000 LFT | 8.50000 408.00| 9.00000 432.00| 6.00000 288.00 BARRICADE, III-A | | | 0054 801-07119 48.000 LFT | 8.50000 408.00| 9.00000 432.00| 6.00000 288.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1801998 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-05701 77.660 LFT | 12.01000 932.70| 15.00000 1164.90| 9.42000 731.56 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 25.340 SFT | 30.98000 785.03| 18.00000 456.12| 12.57000 318.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 36.000 SFT | 25.00000 900.00| 17.00000 612.00| 11.78000 424.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | SECTION TOTALS | $ 334,900.00| $ 390,557.64| $ 427,454.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,900.00| $ 390,557.64| $ 427,454.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRANSPORTATION ENHANCEMENT | | | 0001 105-06845 LUMP| 3100.00000 3100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 900.00000 8100.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27000.00000 27000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 48000.00000 48000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-91011 2.000 EACH| 2400.00000 4800.00| | TREE, 36 IN., REMOVE | | | 0007 202-94747 10.000 EACH| 45.00000 450.00| | POST, REMOVE | | | 0008 203-02000 138.000 CYS | 21.00000 2898.00| | EXCAVATION, COMMON | | | 0009 203-02070 62.000 CYS | 30.00000 1860.00| | BORROW | | | 0010 203-90014 2.200 STA | 900.00000 1980.00| | LINEAR GRADING | | | 0011 205-06937 415.000 LFT | 3.00000 1245.00| | TEMPORARY SILT FENCE | | | 0012 206-51220 18.000 CYS | 125.00000 2250.00| | EXCAVATION, WET | | | 0013 210-05721 LUMP| 13000.00000 13000.00| | FIRE RETARDANT TREATMENT | | | 0014 210-05722 880.000 SFT | 15.00000 13200.00| | SIDING REPLACEMENT, PORTIONS | | | 0015 210-05804 LUMP| 5000.00000 5000.00| | MISCELLANEOUS TRUSS REPAIRS | | | 0016 210-05811 2.000 EACH| 3000.00000 6000.00| | REPAIR LIMESTONE MASONRY ABUTMENTS | | | 0017 210-05813 LUMP| 24000.00000 24000.00| | PAINT COVERED BRIDGE, EXTERIOR | | | 0018 210-07871 LUMP| 7900.00000 7900.00| | INSECTICIDE TREATMENT | | | 0019 210-07872 LUMP| 1000.00000 1000.00| | HERBICIDE TREATMENT OF MASONRY ABUTMENTS| | | 0020 210-07873 730.000 SFT | 12.00000 8760.00| | REPOINT LIMESTONE MASONRY ABUTMENTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-07874 656.000 BDFT| 19.00000 12464.00| | REPLACE ARCH RING, PORTIONS | | | 0022 210-07874 248.000 BDFT| 20.00000 4960.00| | REPLACE CORNER BOARD | | | 0023 210-07874 1040.000 BDFT| 6.00000 6240.00| | REPLACE DECK PLANKING, LONGITUDINAL, | | | PORTIONS | | | 0024 210-07874 3960.000 BDFT| 12.00000 47520.00| | REPLACE DECK PLANKING, TRANSVERSE, | | | PORTIONS | | | 0025 210-07874 2408.000 BDFT| 11.00000 26488.00| | REPLACE FLOOR BEAMS | | | 0026 210-07874 1344.000 BDFT| 26.00000 34944.00| | REPLACE LOWER CHORD, PORTIONS | | | 0027 210-07874 232.000 BDFT| 65.00000 15080.00| | REPLACE LOWER LATERAL BRACING, PORTIONS | | | 0028 210-07874 912.000 BDFT| 10.00000 9120.00| | REPLACE RAILING BOARDS | | | 0029 210-07874 80.000 BDFT| 10.00000 800.00| | REPLACE SILL BOARDS | | | 0030 210-07874 3920.000 BDFT| 5.60000 21952.00| | REPLACE STRINGERS | | | 0031 210-07874 464.000 BDFT| 28.00000 12992.00| | REPLACE VERTICAL POST | | | 0032 210-07876 768.000 BDFT| 25.00000 19200.00| | REPAIR WINDOW OPENING | | | 0033 210-07877 2.000 EACH| 16000.00000 32000.00| | RECONSTRUCT PORTAL OPENINGS | | | 0034 210-07878 1.000 EACH| 2500.00000 2500.00| | BRIDGE PLAQUE | | | 0035 303-01180 25.000 TON | 25.00000 625.00| | COMPACTED AGGREGATE, NO. 53 | | | 0036 306-08043 210.000 SYS | 6.00000 1260.00| | MILLING, TRANSITION | | | 0037 402-07450 36.000 TON | 75.00000 2700.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0038 405-05518 5.000 SYS | 20.00000 100.00| | ASPHALT FOR PRIME COAT | | | 0039 406-05521 326.000 SYS | 2.00000 652.00| | ASPHALT FOR TACK COAT | | | 0040 616-02320 35.000 SYS | 7.00000 245.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/24/03 PAGE : 710 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 436,743.04 ROUTE : CALL ORDER : 710 CONTRACT ID : B -27296-A COUNTIES : DECATUR LETTING DATE : 11/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-06405 16.400 TON | 75.00000 1230.00| | RIPRAP, REVETMENT | | | 0042 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 388.000 SYS | 3.00000 1164.00| | MULCHED SEEDING, R | | | 0044 621-06564 388.000 SYS | 3.50000 1358.00| | MULCHED SEEDING, CV | | | 0045 702-94656 5.500 CYS | 750.00000 4125.00| | CONCRETE, B | | | 0046 703-51030 228.000 LBS | 1.50000 342.00| | REINFORCING STEEL | | | 0047 711-05395 12.000 EACH| 3400.00000 40800.00| | REPLACE LOWER CHORD SPLICE CONNECTION | | | 0048 711-05396 LUMP| 26000.00000 26000.00| | REPLACE COVERED BRIDGE ROOF | | | 0049 711-05396 LUMP| 14000.00000 14000.00| | REPLACE WINDOW ROOF | | | 0050 712-04709 LUMP| 55000.00000 55000.00| | JACKING AND CRIBBING TIMBER TRUSSES | | | 0051 801-04308 4.000 EACH| 200.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06640 2.000 EACH| 110.00000 220.00| | CONSTRUCTION SIGN, A | | | 0053 801-07118 48.000 LFT | 9.00000 432.00| | BARRICADE, III-A | | | 0054 801-07119 48.000 LFT | 11.00000 528.00| | BARRICADE, III-B | | | 0055 802-05701 77.660 LFT | 12.00000 931.92| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 25.340 SFT | 16.00000 405.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 36.000 SFT | 15.00000 540.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | SECTION TOTALS | $ 582,961.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 582,961.36| | ====================================================================================================================================