INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4579002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 319,484.33 100.0000% 2 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 340,829.11 106.6810% 3 35-1212938 ATLAS EXCAVATING, INC. $ 346,850.00 108.5655% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 351,029.29 109.8737% 5 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 380,422.39 119.0738% 6 35-1325036 DEICHMAN EXCAVATING CO $ 415,664.07 130.1046% ==================================================================================================================================== |(1) 35-1386990 |(2) 18-6227744 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |LUDWIG, R.H. CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 9500.00000 9500.00| 8000.00000 8000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1800.00000 14400.00| 2000.00000 16000.00| 2500.00000 20000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 21232.45000 21232.45 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 15000.00000 15000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 15000.00000 15000.00| 12000.00000 12000.00| 4000.00000 4000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1985.000 m3 | 11.00000 21835.00| 5.00000 9925.00| 15.00000 29775.00 EXCAVATION, COMMON | | | 0007 205-06930 1.200 Mg | 75.00000 90.00| 100.00000 120.00| 500.00000 600.00 SPLASHPAD, RIPRAP | | | 0008 205-06931 33.800 Mg | 35.00000 1183.00| 35.00000 1183.00| 50.00000 1690.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 100.000 m | 6.25000 625.00| 10.00000 1000.00| 6.50000 650.00 TEMPORARY SILT FENCE | | | 0010 205-06938 13.000 m | 65.00000 845.00| 100.00000 1300.00| 10.00000 130.00 TEMPORARY SLOPE DRAIN | | | 0011 207-07498 1640.000 m2 | 5.10000 8364.00| 5.00000 8200.00| 10.00000 16400.00 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 576.500 m3 | 18.00000 10377.00| 5.00000 2882.50| 30.00000 17295.00 STRUCTURE BACKFILL | | | 0013 301-07448 1001.000 Mg | 14.00000 14014.00| 16.00000 16016.00| 17.00000 17017.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 18-6227744 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |LUDWIG, R.H. CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 306-08033 360.000 m2 | 2.90000 1044.00| 5.00000 1800.00| 3.50000 1260.00 MILLING, ASPHALT, 25 mm | | | 0015 306-08034 288.000 m2 | 2.90000 835.20| 5.00000 1440.00| 3.50000 1008.00 MILLING, ASPHALT, 38 mm | | | 0016 306-08036 519.000 m2 | 2.90000 1505.10| 5.00000 2595.00| 3.50000 1816.50 MILLING, ASPHALT, 50 mm | | | 0017 306-08037 216.000 m2 | 2.90000 626.40| 5.00000 1080.00| 3.50000 756.00 MILLING, ASPHALT, 75 mm | | | 0018 306-08038 87.000 m2 | 2.90000 252.30| 5.00000 435.00| 3.50000 304.50 MILLING, ASPHALT, 100 mm | | | 0019 402-07434 157.000 Mg | 67.00000 10519.00| 68.00000 10676.00| 65.00000 10205.00 HMA SURFACE, TYPE C | | | 0020 402-07439 213.000 Mg | 55.00000 11715.00| 58.00000 12354.00| 54.00000 11502.00 HMA INTERMEDIATE, TYPE C | | | 0021 402-07440 377.000 Mg | 45.00000 16965.00| 48.00000 18096.00| 43.00000 16211.00 HMA BASE, TYPE A | | | 0022 402-07442 149.000 Mg | 53.00000 7897.00| 55.00000 8195.00| 50.00000 7450.00 HMA BASE, TYPE C | | | 0023 404-05511 1396.000 m2 | 3.00000 4188.00| 3.00000 4188.00| 3.00000 4188.00 SEAL COAT, 2 | | | 0024 405-05518 1761.000 m2 | 1.30000 2289.30| 1.30000 2289.30| 1.25000 2201.25 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3863.000 m2 | 0.62000 2395.06| 1.00000 3863.00| 0.50000 1931.50 ASPHALT FOR TACK COAT | | | 0026 601-01700 1.000 EACH| 1940.00000 1940.00| 2000.00000 2000.00| 2200.00000 2200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01846 1.000 EACH| 1850.00000 1850.00| 1900.00000 1900.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-94689 2.000 EACH| 2235.00000 4470.00| 2300.00000 4600.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 104.800 m | 43.00000 4506.40| 40.00000 4192.00| 44.00000 4611.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07486 88.000 Mg | 85.00000 7480.00| 85.00000 7480.00| 100.00000 8800.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 4.000 EACH| 195.00000 780.00| 155.00000 620.00| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH| 250.00000 250.00| 195.00000 195.00| 270.00000 270.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 22.000 EACH| 135.00000 2970.00| 145.00000 3190.00| 130.00000 2860.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 18-6227744 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |LUDWIG, R.H. CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06505 5.000 EACH| 600.00000 3000.00| 525.00000 2625.00| 520.00000 2600.00 MONUMENT, B | | | 0035 616-02320 671.500 m2 | 2.50000 1678.75| 5.00000 3357.50| 1.00000 671.50 GEOTEXTILES | | | 0036 616-05689 365.000 Mg | 45.00000 16425.00| 30.00000 10950.00| 45.00000 16425.00 RIPRAP, CLASS 2 | | | 0037 616-06451 178.500 Mg | 17.50000 3123.75| 30.00000 5355.00| 36.00000 6426.00 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02363 2117.000 m2 | 1.60000 3387.20| 1.00000 2117.00| 0.50000 1058.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0040 621-02770 405.000 m2 | 5.00000 2025.00| 3.00000 1215.00| 2.25000 911.25 EROSION CONTROL BLANKET | | | 0041 621-06548 2.000 kg | 45.00000 90.00| 60.00000 120.00| 70.00000 140.00 SEED MIXTURE, CV | | | 0042 621-06559 2117.000 m2 | 1.63000 3450.71| 0.70000 1481.90| 0.70000 1481.90 MULCHED SEEDING, R | | | 0043 621-06567 22.000 kL | 1.00000 22.00| 1.00000 22.00| 1.00000 22.00 WATER | | | 0044 621-06574 44.000 m2 | 5.50000 242.00| 10.00000 440.00| 4.00000 176.00 SODDING | | | 0045 621-06575 1146.000 m2 | 5.50000 6303.00| 4.20000 4813.20| 4.00000 4584.00 SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 40.000 EACH| 10.00000 400.00| 13.00000 520.00| 20.00000 800.00 SEEDLING | | | 0048 702-51015 36.270 m3 | 496.00000 17989.92| 500.00000 18135.00| 275.00000 9974.25 CONCRETE, B, FOOTINGS | | | 0049 702-90915 15.920 m3 | 496.00000 7896.32| 500.00000 7960.00| 450.00000 7164.00 CONCRETE, A | | | 0050 703-51030 2064.000 kg | 2.25000 4644.00| 5.00000 10320.00| 1.50000 3096.00 REINFORCING STEEL | | | 0051 714-26707 22.900 m | 1250.00000 28625.00| 2358.08000 54000.03| 2000.00000 45800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0052 715-02628 1.000 EACH| 550.00000 550.00| 300.00000 300.00| 280.00000 280.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0053 715-05169 10.500 m | 41.00000 430.50| 100.00000 1050.00| 150.00000 1575.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 18-6227744 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |LUDWIG, R.H. CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46005 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 PIPE END SECTION, 375 mm | | | 0055 720-44000 1.000 EACH| 825.00000 825.00| 100.00000 100.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0056 720-45605 1.000 m | 1900.00000 1900.00| 1000.00000 1000.00| 1000.00000 1000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0057 801-04308 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 51.000 EACH| 70.00000 3570.00| 100.00000 5100.00| 75.00000 3825.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 20.000 EACH| 82.00000 1640.00| 100.00000 2000.00| 80.00000 1600.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 1.500 EACH| 50.00000 75.00| 100.00000 150.00| 45.00000 67.50 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 3500.00000 3500.00| 7000.00000 7000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0062 801-07118 4.000 m | 35.00000 140.00| 50.00000 200.00| 35.00000 140.00 BARRICADE, III-A | | | 0063 808-06712 124.000 m | 0.38000 47.12| 0.52000 64.48| 0.30000 37.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 480.000 m | 0.38000 182.40| 0.52000 249.60| 0.30000 144.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 4555.000 m | 0.38000 1730.90| 0.52000 2368.60| 0.30000 1366.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-75998 20.000 EACH| 58.00000 1160.00| 60.00000 1200.00| 20.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 319,484.33| $ 340,829.11| $ 346,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,484.33| $ 340,829.11| $ 346,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1381845 |(6) 35-1325036 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| 2000.00000 16000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 19000.00000 19000.00| 19265.00000 19265.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18500.00000 18500.00| 25000.00000 25000.00| 29300.00000 29300.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 5800.00000 5800.00| 7500.00000 7500.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1985.000 m3 | 16.00000 31760.00| 14.60000 28981.00| 19.50000 38707.50 EXCAVATION, COMMON | | | 0007 205-06930 1.200 Mg | 200.00000 240.00| 40.00000 48.00| 100.00000 120.00 SPLASHPAD, RIPRAP | | | 0008 205-06931 33.800 Mg | 46.00000 1554.80| 30.00000 1014.00| 50.00000 1690.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 100.000 m | 6.50000 650.00| 7.20000 720.00| 6.82000 682.00 TEMPORARY SILT FENCE | | | 0010 205-06938 13.000 m | 95.00000 1235.00| 60.00000 780.00| 100.00000 1300.00 TEMPORARY SLOPE DRAIN | | | 0011 207-07498 1640.000 m2 | 8.50000 13940.00| 6.00000 9840.00| 12.65000 20746.00 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 576.500 m3 | 27.00000 15565.50| 29.00000 16718.50| 37.50000 21618.75 STRUCTURE BACKFILL | | | 0013 301-07448 1001.000 Mg | 19.25000 19269.25| 17.00000 17017.00| 19.25000 19269.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08033 360.000 m2 | 3.85000 1386.00| 6.55000 2358.00| 4.15000 1494.00 MILLING, ASPHALT, 25 mm | | | 0015 306-08034 288.000 m2 | 4.05000 1166.40| 6.55000 1886.40| 4.20000 1209.60 MILLING, ASPHALT, 38 mm | | | 0016 306-08036 519.000 m2 | 4.25000 2205.75| 6.55000 3399.45| 4.25000 2205.75 MILLING, ASPHALT, 50 mm | | | 0017 306-08037 216.000 m2 | 4.70000 1015.20| 6.55000 1414.80| 4.50000 972.00 MILLING, ASPHALT, 75 mm | | | 0018 306-08038 87.000 m2 | 5.20000 452.40| 6.55000 569.85| 4.75000 413.25 MILLING, ASPHALT, 100 mm | | | 0019 402-07434 157.000 Mg | 58.00000 9106.00| 66.70000 10471.90| 63.80000 10016.60 HMA SURFACE, TYPE C | | | 0020 402-07439 213.000 Mg | 48.00000 10224.00| 55.20000 11757.60| 52.80000 11246.40 HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1381845 |(6) 35-1325036 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07440 377.000 Mg | 38.00000 14326.00| 43.70000 16474.90| 41.80000 15758.60 HMA BASE, TYPE A | | | 0022 402-07442 149.000 Mg | 45.00000 6705.00| 51.75000 7710.75| 49.50000 7375.50 HMA BASE, TYPE C | | | 0023 404-05511 1396.000 m2 | 2.50000 3490.00| 2.90000 4048.40| 2.75000 3839.00 SEAL COAT, 2 | | | 0024 405-05518 1761.000 m2 | 1.10000 1937.10| 1.26000 2218.86| 1.21000 2130.81 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3863.000 m2 | 0.40000 1545.20| 0.46000 1776.98| 0.44000 1699.72 ASPHALT FOR TACK COAT | | | 0026 601-01700 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1914.00000 1914.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01846 1.000 EACH| 1650.00000 1650.00| 1850.00000 1850.00| 1771.00000 1771.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-94689 2.000 EACH| 1975.00000 3950.00| 2215.00000 4430.00| 2117.50000 4235.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 104.800 m | 37.50000 3930.00| 41.40000 4338.72| 39.60000 4150.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07486 88.000 Mg | 75.00000 6600.00| 86.25000 7590.00| 82.50000 7260.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 4.000 EACH| 172.00000 688.00| 190.00000 760.00| 181.50000 726.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 1.000 EACH| 230.00000 230.00| 253.00000 253.00| 242.00000 242.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06490 22.000 EACH| 110.00000 2420.00| 123.00000 2706.00| 117.70000 2589.40 RIGHT OF WAY MARKER | | | 0034 615-06505 5.000 EACH| 435.00000 2175.00| 490.00000 2450.00| 467.50000 2337.50 MONUMENT, B | | | 0035 616-02320 671.500 m2 | 2.05000 1376.58| 3.00000 2014.50| 3.00000 2014.50 GEOTEXTILES | | | 0036 616-05689 365.000 Mg | 48.00000 17520.00| 60.00000 21900.00| 70.00000 25550.00 RIPRAP, CLASS 2 | | | 0037 616-06451 178.500 Mg | 41.00000 7318.50| 22.00000 3927.00| 35.00000 6247.50 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 415.00000 830.00| 460.00000 920.00| 583.00000 1166.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02363 2117.000 m2 | 0.55000 1164.35| 0.58000 1227.86| 0.68000 1439.56 MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1381845 |(6) 35-1325036 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-02770 405.000 m2 | 2.30000 931.50| 2.55000 1032.75| 1.93000 781.65 EROSION CONTROL BLANKET | | | 0041 621-06548 2.000 kg | 58.00000 116.00| 63.25000 126.50| 79.20000 158.40 SEED MIXTURE, CV | | | 0042 621-06559 2117.000 m2 | 0.69000 1460.73| 0.76000 1608.92| 0.75000 1587.75 MULCHED SEEDING, R | | | 0043 621-06567 22.000 kL | 1.05000 23.10| 1.15000 25.30| 1.05000 23.10 WATER | | | 0044 621-06574 44.000 m2 | 4.05000 178.20| 4.55000 200.20| 5.26000 231.44 SODDING | | | 0045 621-06575 1146.000 m2 | 4.05000 4641.30| 4.55000 5214.30| 5.26000 6027.96 SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 26.50000 106.00| 28.75000 115.00| 27.50000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 40.000 EACH| 13.00000 520.00| 14.40000 576.00| 9.90000 396.00 SEEDLING | | | 0048 702-51015 36.270 m3 | 400.00000 14508.00| 600.00000 21762.00| 680.00000 24663.60 CONCRETE, B, FOOTINGS | | | 0049 702-90915 15.920 m3 | 1000.00000 15920.00| 1200.00000 19104.00| 440.00000 7004.80 CONCRETE, A | | | 0050 703-51030 2064.000 kg | 2.00000 4128.00| 1.50000 3096.00| 1.60000 3302.40 REINFORCING STEEL | | | 0051 714-26707 22.900 m | 1650.00000 37785.00| 1760.00000 40304.00| 1610.00000 36869.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0052 715-02628 1.000 EACH| 400.00000 400.00| 275.00000 275.00| 350.00000 350.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0053 715-05169 10.500 m | 80.00000 840.00| 65.00000 682.50| 118.00000 1239.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 1.000 EACH| 285.00000 285.00| 250.00000 250.00| 275.00000 275.00 PIPE END SECTION, 375 mm | | | 0055 720-44000 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0056 720-45605 1.000 m | 850.00000 850.00| 1000.00000 1000.00| 1600.00000 1600.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0057 801-04308 2.000 EACH| 130.00000 260.00| 144.00000 288.00| 140.00000 280.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 51.000 EACH| 58.00000 2958.00| 63.25000 3225.75| 62.00000 3162.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 20.000 EACH| 70.00000 1400.00| 77.00000 1540.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,419.80 ROUTE : 43 CALL ORDER : 140 CONTRACT ID : R -26448-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1381845 |(6) 35-1325036 |MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC|DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06645 1.500 EACH| 37.00000 55.50| 40.00000 60.00| 40.00000 60.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0062 801-07118 4.000 m | 26.00000 104.00| 28.75000 115.00| 28.00000 112.00 BARRICADE, III-A | | | 0063 808-06712 124.000 m | 0.27000 33.48| 0.30000 37.20| 0.30000 37.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 480.000 m | 0.27000 129.60| 0.30000 144.00| 0.30000 144.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 4555.000 m | 0.27000 1229.85| 0.30000 1366.50| 0.30000 1366.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-75998 20.000 EACH| 32.00000 640.00| 35.00000 700.00| 34.00000 680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 351,029.29| $ 380,422.39| $ 415,664.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,029.29| $ 380,422.39| $ 415,664.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,769.10 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26689-B COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9984064 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 812,187.11 100.0000% ==================================================================================================================================== |(1) 37-0797609 | | |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP| 29370.00000 29370.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 953.52000 8581.68| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4413.93000 4413.93| | CLEARING RIGHT OF WAY | | | 0005 202-02240 52.000 m2 | 17.07000 887.64| | PAVEMENT REMOVAL | | | 0006 202-02278 301.000 m | 34.10000 10264.10| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 593.000 m2 | 15.49000 9185.57| | SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 793.000 m3 | 31.23000 24765.39| | EXCAVATION, COMMON | | | 0009 211-07454 7.000 m3 | 33.52000 234.64| | STRUCTURE BACKFILL | | | 0010 303-01180 324.000 Mg | 19.75000 6399.00| | COMPACTED AGGREGATE, NO. 53 | | | 0011 303-97820 2.000 Mg | 78.98000 157.96| | AGGREGATE, 8 | | | 0012 306-08034 5075.000 m2 | 2.03000 10302.25| | MILLING, ASPHALT, 38 mm | | | 0013 402-07432 546.000 Mg | 99.00000 54054.00| | HMA SURFACE, TYPE A | | | 0014 402-07435 131.000 Mg | 152.90000 20029.90| | HMA INTERMEDIATE, TYPE A | | | 0015 402-07440 234.000 Mg | 80.30000 18790.20| | HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,769.10 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26689-B COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 | | |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 1.600 Mg | 330.00000 528.00| | ASPHALT FOR TACK COAT | | | 0017 603-04099 12.000 EACH| 466.57000 5598.84| | PIPE BOLLARD | | | 0018 604-06069 130.000 m2 | 72.84000 9469.20| | CURB RAMP, CONCRETE | | | 0019 604-91531 662.000 m2 | 65.83000 43579.46| | SIDEWALK, CONCRETE, 100 mm | | | 0020 605-06120 1466.000 m | 43.23000 63375.18| | CURB, CONCRETE | | | 0021 605-06215 129.000 m | 107.98000 13929.42| | CENTER CURB, D, CONCRETE | | | 0022 611-05330 59.000 m2 | 58.07000 3426.13| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 621-01004 1.000 EACH| 220.00000 220.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02166 3611.000 m2 | 0.81000 2924.91| | MULCHED SEEDING, SPECIAL CLASS | | | 0025 621-06570 400.000 m3 | 35.31000 14124.00| | TOP SOIL | | | 0026 621-06574 2887.000 m2 | 3.05000 8805.35| | SODDING | | | 0027 622-05616 28.000 EACH| 81.40000 2279.20| | PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 450 TO 600 mm | | | 0028 622-05635 27.000 EACH| 56.10000 1514.70| | PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER | | | 600 TO 900 mm | | | 0029 622-05639 154.000 EACH| 44.00000 6776.00| | PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0030 622-05640 119.000 EACH| 61.60000 7330.40| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0031 622-05651 78.000 EACH| 602.80000 47018.40| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0032 622-05654 4397.000 EACH| 8.60000 37814.20| | PLANT, PERENNIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,769.10 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26689-B COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 | | |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-06573 1.000 EACH| 59444.66000 59444.66| | IRRIGATION | | | 0034 715-05149 7.000 m | 121.55000 850.85| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0035 720-44006 3.000 EACH| 1628.00000 4884.00| | SPRING BOX | | | 0036 720-45015 3.000 EACH| 1095.45000 3286.35| | INLET, A8 | | | 0037 720-45205 1.000 EACH| 1298.33000 1298.33| | CATCH BASIN, A2 | | | 0038 801-04308 14.000 EACH| 99.00000 1386.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06207 320.000 m | 3.06000 979.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06640 30.000 EACH| 79.75000 2392.50| | CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 13825.68000 13825.68| | MAINTAINING TRAFFIC | | | 0042 801-07118 32.000 m | 49.50000 1584.00| | BARRICADE, III-A | | | 0043 801-07119 2.000 m | 55.00000 110.00| | BARRICADE, III-B | | | 0044 802-05701 220.000 m | 33.00000 7260.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-05702 15.000 m | 19.80000 297.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0046 802-76025 11.000 m2 | 345.40000 3799.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0047 802-76035 23.000 m2 | 136.68000 3143.64| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 802-76045 3.000 m2 | 185.90000 557.70| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0049 802-99058 2.000 EACH| 2537.55000 5075.10| | SHEET SIGN, INSTALL TRAIL IDENTIFICATION| | | 0050 807-04744 LUMP| 163350.00000 163350.00| | LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,769.10 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26689-B COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 | | |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-01045 36.000 m | 1.80000 64.80| | LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0052 808-02977 43.000 EACH| 76.45000 3287.35| | TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0053 808-03115 12.000 EACH| 88.00000 1056.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m | | | 0054 808-03775 3.000 EACH| 93.50000 280.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (BIKE) | | | 0055 808-04096 3.000 EACH| 115.50000 346.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (LANE) | | | 0056 808-04298 2.000 EACH| 412.50000 825.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0057 808-06703 487.000 m | 1.80000 876.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06706 545.000 m | 12.45000 6785.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0059 808-06716 298.000 m | 1.63000 485.74| | LINE, REMOVE | | | 0060 808-75043 4373.000 m | 2.00000 8746.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0061 808-75240 205.000 m | 1.80000 369.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0062 808-75320 38.000 EACH| 50.82000 1931.16| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 1.000 EACH| 64.02000 64.02| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-95638 133.000 m2 | 3.01000 400.33| | CENTER CURB PAINTING YELLOW | | | 0065 808-95933 3854.000 m | 1.80000 6937.20| | CURB PAINTING, YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,769.10 ROUTE : CALL ORDER : 150 CONTRACT ID : R -26689-B COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 | | |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 808-98796 32.000 m | 1.80000 57.60| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 812,187.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 812,187.11| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -26933-A COUNTIES : TIPTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 1,467,963.80 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,510,634.49 102.9067% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,518,062.27 103.4127% 4 35-0997978 PHEND & BROWN, INC. $ 1,633,966.41 111.3083% 5 35-1438272 DAVES EXCAVATING, INC. $ 1,639,653.30 111.6957% 6 35-1609544 SCHUTT-LOOKABILL CO $ 1,648,356.31 112.2886% 7 35-1139301 E & B PAVING, INC. $ 1,683,569.78 114.6874% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 1,690,566.50 115.1640% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 1,693,294.00 115.3498% 10 35-1325036 DEICHMAN EXCAVATING CO $ 1,878,459.71 127.9636% 11 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,979,665.00 134.8578% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 190 CONTRACT ID : R -27056-A COUNTIES : HAMILTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 120 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0530117 HEALEY RAILROAD CORP $ 1,397,808.65 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 196 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 196 CONTRACT ID : R -27074-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 2,157,317.55 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 2,226,400.05 103.2022% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,291,300.00 106.2106% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/27/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694122 0694122 069400P OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL A + B = $ 43,026,000.00 100.0000% 2 35-1374866 PRIMCO, INC. A + B = $ 44,963,536.73 105.1632% 3 38-1383205 AJAX PAVING INDUSTRIES A + B = $ 47,476,512.56 112.4545% 4 35-1139301 E & B PAVING, INC. A + B = $ 48,420,577.55 113.6765% 5 35-0918397 RIETH RILEY CONSTRUCTION A + B = $ 50,853,041.83 120.0268% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 310531.90000 310531.90| 40000.00000 40000.00| 500000.00000 500000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 10.000 EACH| 300.00000 3000.00| 128.50000 1285.00| 200.00000 2000.00 PHONE(SUPERVISOR) | | | 0003 105-06906 240.000 MOS | 150.00000 36000.00| 102.75000 24660.00| 75.00000 18000.00 CELLULAR SERVICE(SUPERVISOR) | | | 0004 105-07040 20.000 MOS | 1780.00000 35600.00| 735.30000 14706.00| 1600.00000 32000.00 FIELD OFFICE, C | | | 0005 110-01001 LUMP| 2035000.00000 2035000.00| 2125926.84000 2125926.84| 2105000.00000 2105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 610000.00000 610000.00| 637778.05000 637778.05| 230000.00000 230000.00 CLEARING RIGHT OF WAY | | | 0007 202-01032 20.000 EACH| 200.00000 4000.00| 331.00000 6620.00| 200.00000 4000.00 SAND BARREL ARRAY, REMOVE | | | 0008 202-02240 144184.000 SYS | 4.50000 648828.00| 5.77000 831941.68| 5.25000 756966.00 PAVEMENT REMOVAL | | | 0009 202-02241 25556.250 LFT | 1.75000 44723.44| 1.40000 35778.75| 1.40000 35778.75 GUARDRAIL, REMOVE | | | 0010 202-02272 1895.000 LFT | 5.00000 9475.00| 12.60000 23877.00| 12.60000 23877.00 PAVED SIDE DITCH, REMOVE | | | 0011 202-51328 LUMP| 100000.00000 100000.00| 61000.00000 61000.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 75000.00000 75000.00| 38000.00000 38000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0013 202-51328 LUMP| 110000.00000 110000.00| 60000.00000 60000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0014 202-51330 LUMP| 135000.00000 135000.00| 907236.53000 907236.53| 425000.00000 425000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0015 202-74040 41.000 EACH| 190.00000 7790.00| 351.00000 14391.00| 180.00000 7380.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0016 202-74050 11.000 EACH| 525.00000 5775.00| 200.00000 2200.00| 500.00000 5500.00 SIGN, OVERHEAD, REMOVE | | | 0017 202-74055 9.000 EACH| 3700.00000 33300.00| 4800.00000 43200.00| 3500.00000 31500.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0018 202-74080 7.000 EACH| 1100.00000 7700.00| 3050.00000 21350.00| 1000.00000 7000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0019 202-74095 4.000 EACH| 800.00000 3200.00| 375.00000 1500.00| 750.00000 3000.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0020 203-02000 175831.000 CYS | 9.00000 1582479.00| 9.63000 1693252.53| 8.52000 1498080.12 EXCAVATION, COMMON | | | 0021 203-02046 16.000 EACH| 400.00000 6400.00| 1150.00000 18400.00| 3300.00000 52800.00 GRADING IN GORE AREA | | | 0022 205-06930 7.500 TON | 300.00000 2250.00| 147.00000 1102.50| 80.00000 600.00 SPLASHPAD, RIPRAP | | | 0023 205-06931 56.000 TON | 50.00000 2800.00| 43.00000 2408.00| 80.00000 4480.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 1031.000 LFT | 7.00000 7217.00| 7.00000 7217.00| 7.00000 7217.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06937 13522.000 LFT | 2.25000 30424.50| 1.26000 17037.72| 1.26000 17037.72 TEMPORARY SILT FENCE | | | 0026 205-06938 184.000 LFT | 12.00000 2208.00| 9.00000 1656.00| 28.00000 5152.00 TEMPORARY SLOPE DRAIN | | | 0027 206-51220 374.000 CYS | 20.00000 7480.00| 78.00000 29172.00| 180.00000 67320.00 EXCAVATION, WET | | | 0028 206-51230 1269.500 CYS | 16.00000 20312.00| 44.50000 56492.75| 60.00000 76170.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 364654.000 SYS | 3.35000 1221590.90| 3.30000 1203358.20| 2.75000 1002798.50 SUBGRADE TREATMENT, TYPE A | | | 0030 207-07500 4469.000 SYS | 3.00000 13407.00| 3.85000 17205.65| 2.75000 12289.75 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 207-07503 11301.000 SYS | 2.00000 22602.00| 5.00000 56505.00| 5.00000 56505.00 SUBGRADE TREATMENT, TYPE E | | | 0032 210-05815 11.000 EACH| 200.00000 2200.00| 5.00000 55.00| 150.00000 1650.00 LIGHTING , ARM RESET | | | 0033 210-07095 LUMP| 90000.00000 90000.00| 14000.00000 14000.00| 50000.00000 50000.00 TEMPORARY SHEETING AND SHORING, STR. NO.| | | 5 | | | 0034 210-07845 306.000 EACH| 7.00000 2142.00| 0.01000 3.06| 0.01000 3.06 TRANSVERSE MARKINGS , POLYUREA, SOLID, | | | WHITE, CROSSHATCH, 24 IN. | | | 0035 210-08029 526380.000 SFT | 1.50000 789570.00| 4.12000 2168685.60| 3.00000 1579140.00 SOUND BARRIER , ERECTION, GROUND | | | MOUNTED, TYPE 3 | | | 0036 210-08029 526380.000 SFT | 13.55000 7132449.00| 13.80000 7264044.00| 15.15000 7974657.00 SOUND BARRIER , GROUND MOUNTED TYPE 3 | | | 0037 211-02050 2154.000 CYS | 9.00000 19386.00| 10.50000 22617.00| 24.00000 51696.00 B BORROW | | | 0038 211-06467 191.000 CYS | 35.00000 6685.00| 97.00000 18527.00| 28.00000 5348.00 AGGREGATE FOR END BENT BACKFILL | | | 0039 211-07454 16213.000 CYS | 8.00000 129704.00| 15.22000 246761.86| 22.00000 356686.00 STRUCTURE BACKFILL | | | 0040 213-52830 322.000 CYS | 90.00000 28980.00| 132.08000 42529.76| 125.00000 40250.00 FLOWABLE MORTAR | | | 0041 301-07448 2973.400 TON | 15.00000 44601.00| 15.00000 44601.00| 10.00000 29734.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 302-06464 94896.000 CYS | 20.50000 1945368.00| 23.00000 2182608.00| 21.00000 1992816.00 SUBBASE FOR PCCP | | | 0043 303-01180 16818.000 TON | 12.00000 201816.00| 15.00000 252270.00| 15.00000 252270.00 COMPACTED AGGREGATE, NO. 53 | | | 0044 303-04853 8913.000 TON | 17.00000 151521.00| 19.66000 175229.58| 20.00000 178260.00 COMPACTED AGGREGATE , 5 | | | 0046 306-08036 55882.000 SYS | 0.60000 33529.20| 0.60000 33529.20| 0.40000 22352.80 MILLING, ASPHALT, 2 IN. | | | 0047 306-08043 374.000 SYS | 3.00000 1122.00| 3.00000 1122.00| 5.00000 1870.00 MILLING, TRANSITION | | | 0048 401-06264 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0049 401-07328 43.200 TON | 1.00000 43.20| 1.00000 43.20| 15.00000 648.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0050 401-07335 5499.000 TON | 42.00000 230958.00| 42.00000 230958.00| 43.00000 236457.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 401-07398 72.000 TON | 1.00000 72.00| 1.00000 72.00| 15.00000 1080.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0052 401-07404 7706.000 TON | 30.00000 231180.00| 30.00000 231180.00| 32.40000 249674.40 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm| | | 0053 401-07409 6892.000 TON | 29.00000 199868.00| 29.00000 199868.00| 28.50000 196422.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0054 401-07413 331.000 TON | 38.00000 12578.00| 38.00000 12578.00| 15.00000 4965.00 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0055 402-07433 341.000 TON | 42.00000 14322.00| 42.00000 14322.00| 33.95000 11576.95 HMA SURFACE, TYPE B | | | 0056 402-07438 970.000 TON | 28.00000 27160.00| 28.00000 27160.00| 27.85000 27014.50 HMA INTERMEDIATE, TYPE B | | | 0058 402-07453 44405.000 TON | 24.00000 1065720.00| 24.00000 1065720.00| 28.00000 1243340.00 HMA FOR TEMPORARY PAVEMENT | | | 0060 405-05517 6.500 TON | 400.00000 2600.00| 400.00000 2600.00| 350.00000 2275.00 ASPHALT FOR PRIME COAT | | | 0061 406-05520 85.600 TON | 1.00000 85.60| 1.00000 85.60| 100.00000 8560.00 ASPHALT FOR TACK COAT | | | 0062 501-06266 LUMP| 60000.00000 60000.00| 15761.72000 15761.72| 40000.00000 40000.00 PROFILOGRAPH, PCCP | | | 0063 501-06325 353830.000 SYS | 25.50000 9022665.00| 24.80000 8774984.00| 29.85000 10561825.50 QC/QA-PCCP, 14 IN. , WARRANTED | | | 0064 502-06330 102.000 SYS | 30.00000 3060.00| 33.00000 3366.00| 69.00000 7038.00 PCCP, 13 IN. | | | 0066 503-05310 1629.200 LFT | 0.01000 16.29| 25.00000 40730.00| 0.86000 1401.11 TERMINAL JOINT | | | 0067 601-01522 19.000 EACH| 1300.00000 24700.00| 1300.00000 24700.00| 1300.00000 24700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0068 601-06035 9753.000 LFT | 5.40000 52666.20| 5.40000 52666.20| 5.40000 52666.20 GUARDRAIL, RESET | | | 0069 601-07023 4.000 EACH| 4200.00000 16800.00| 4200.00000 16800.00| 4200.00000 16800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0070 601-07024 11.000 EACH| 5100.00000 56100.00| 5100.00000 56100.00| 5100.00000 56100.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0071 601-07050 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 1800.00000 7200.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0072 601-94689 25.000 EACH| 2200.00000 55000.00| 2200.00000 55000.00| 2200.00000 55000.00 GUARDRAIL END TREATMENT, OS | | | 0073 601-99105 37276.750 LFT | 9.90000 369039.83| 9.90000 369039.83| 9.90000 369039.83 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0074 602-01193 500.000 LFT | 12.00000 6000.00| 21.00000 10500.00| 26.00000 13000.00 CONCRETE BARRIER GLARE SCREEN , | | | TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 602-06639 1479.000 LFT | 30.00000 44370.00| 17.00000 25143.00| 25.00000 36975.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0076 602-06646 38132.000 LFT | 16.00000 610112.00| 6.00000 228792.00| 22.00000 838904.00 TEMPORARY CONCRETE BARRIER | | | 0077 602-06729 1391.000 EACH| 6.00000 8346.00| 3.50000 4868.50| 6.00000 8346.00 BARRIER DELINEATOR | | | 0078 602-06944 2175.000 LFT | 30.00000 65250.00| 40.00000 87000.00| 41.00000 89175.00 BARRIER, CONCRETE, 33 IN. | | | 0079 602-06945 16781.000 LFT | 35.00000 587335.00| 41.70000 699767.70| 45.00000 755145.00 BARRIER, CONCRETE, 45 IN. | | | 0080 603-06040 1020.000 LFT | 3.60000 3672.00| 3.60000 3672.00| 3.60000 3672.00 FENCE, FARM FIELD, 47 IN. | | | 0081 603-06045 1000.000 LFT | 7.90000 7900.00| 7.90000 7900.00| 7.90000 7900.00 FENCE, CHAIN LINK, 48 IN. | | | 0082 603-06060 2200.000 LFT | 3.10000 6820.00| 3.10000 6820.00| 3.10000 6820.00 FENCE, FARM FIELD, RESET | | | 0083 607-06335 188.000 LFT | 30.00000 5640.00| 19.50000 3666.00| 15.00000 2820.00 PAVED SIDE DITCH, A | | | 0084 610-06259 240.000 SYS | 50.00000 12000.00| 55.00000 13200.00| 69.00000 16560.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0085 609-06262 3945.500 SYS | 42.00000 165711.00| 60.00000 236730.00| 69.00000 272239.50 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0088 615-06505 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| 400.00000 2400.00 MONUMENT, B | | | 0089 615-06510 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 MONUMENT, C | | | 0090 615-06515 31.000 EACH| 90.00000 2790.00| 90.00000 2790.00| 90.00000 2790.00 MONUMENT, D | | | 0091 616-02320 7436.000 SYS | 1.00000 7436.00| 1.21000 8997.56| 0.40000 2974.40 GEOTEXTILES | | | 0092 616-05688 214.000 TON | 40.00000 8560.00| 69.00000 14766.00| 53.00000 11342.00 RIPRAP, CLASS 1 | | | 0093 616-05689 628.000 TON | 40.00000 25120.00| 69.00000 43332.00| 53.00000 33284.00 RIPRAP, CLASS 2 | | | 0094 616-06405 4083.400 TON | 20.00000 81668.00| 23.90000 97593.26| 19.00000 77584.60 RIPRAP, REVETMENT | | | 0095 616-06451 455.600 TON | 22.00000 10023.20| 28.50000 12984.60| 54.00000 24602.40 RIPRAP, UNIFORM | | | 0096 621-01004 4.000 EACH| 500.00000 2000.00| 800.00000 3200.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 621-06545 1.000 TON | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 FERTILIZER | | | 0098 621-06557 828.000 LBS | 2.66000 2202.48| 2.66000 2202.48| 2.66000 2202.48 SEED MIXTURE, T | | | 0099 621-06565 21.000 TON | 412.00000 8652.00| 412.00000 8652.00| 412.00000 8652.00 MULCHING MATERIAL | | | 0100 621-06567 122.000 MG | 31.25000 3812.50| 34.45000 4202.90| 31.25000 3812.50 WATER | | | 0101 621-06574 30904.000 SYS | 3.50000 108164.00| 2.74000 84676.96| 2.74000 84676.96 SODDING | | | 0102 701-01849 720.000 LFT | 59.89000 43120.80| 34.00000 24480.00| 28.00000 20160.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0103 701-03808 720.000 LFT | 63.89000 46000.80| 26.00000 18720.00| 26.00000 18720.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.184 IN., 12 IN. | | | 0104 701-98647 1280.000 LFT | 71.27000 91225.60| 40.00000 51200.00| 38.00000 48640.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0105 702-02119 4064.000 SFT | 15.00000 60960.00| 17.00000 69088.00| 12.00000 48768.00 SOUND BARRIER PANELS, BRIDGE MOUNTED , | | | TYPE 1 | | | 0106 702-02121 4064.000 SFT | 2.50000 10160.00| 5.83000 23693.12| 5.50000 22352.00 SOUND BARRIER ERECTION, BRIDGE MOUNTED ,| | | TYPE 1 | | | 0107 702-06850 2.000 EACH| 15000.00000 30000.00| 10480.00000 20960.00| 10000.00000 20000.00 SOUND BARRIER SPARE PARTS PACKAGE, TYPE | | | 1 | | | 0108 702-06850 5.000 EACH| 15000.00000 75000.00| 9820.00000 49100.00| 10000.00000 50000.00 SOUND BARRIER SPARE PARTS PACKAGE, TYPE | | | 3 | | | 0109 702-08064 LUMP| 120000.00000 120000.00| 77244.00000 77244.00| 110000.00000 110000.00 SOUND BARRIER DESIGN AND LAYOUT | | | 0110 702-51005 804.400 CYS | 450.00000 361980.00| 365.00000 293606.00| 400.00000 321760.00 CONCRETE, A, SUBSTRUCTURE | | | 0111 702-51015 251.700 CYS | 300.00000 75510.00| 210.00000 52857.00| 400.00000 100680.00 CONCRETE, B, FOOTINGS | | | 0112 702-51100 570.000 LBS | 4.00000 2280.00| 3.28000 1869.60| 3.00000 1710.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0113 702-51110 1938.000 LBS | 3.00000 5814.00| 3.25000 6298.50| 6.00000 11628.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 702-51863 1662.000 EACH| 10.00000 16620.00| 9.50000 15789.00| 9.00000 14958.00 FIELD DRILLED HOLE IN CONCRETE | | | 0115 702-90915 3643.000 CYS | 75.00000 273225.00| 113.06000 411877.58| 171.00000 622953.00 CONCRETE, A | | | 0116 703-01540 24.000 EACH| 25.00000 600.00| 33.00000 792.00| 28.00000 672.00 THREADED TIE BAR ASSEMBLY | | | 0119 703-51030 117562.000 LBS | 0.46000 54078.52| 0.75000 88171.50| 0.55000 64659.10 REINFORCING STEEL | | | 0120 703-51032 679595.000 LBS | 0.55000 373777.25| 0.80000 543676.00| 0.60000 407757.00 REINFORCING STEEL, EPOXY COATED | | | 0121 703-97936 584.000 EACH| 20.00000 11680.00| 15.20000 8876.80| 15.00000 8760.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0123 704-04850 1452.000 SYS | 16.25000 23595.00| 16.25000 23595.00| 16.25000 23595.00 CONCRETE , GROOVED LINES | | | 0124 704-51002 1447.400 CYS | 400.00000 578960.00| 425.00000 615145.00| 400.00000 578960.00 CONCRETE, C, SUPERSTRUCTURE | | | 0125 706-05732 4.000 EACH| 1400.00000 5600.00| 733.55000 2934.20| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0126 706-05734 12.000 EACH| 1700.00000 20400.00| 1084.40000 13012.80| 1400.00000 16800.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0127 706-51020 323.600 CYS | 450.00000 145620.00| 446.50000 144487.40| 295.00000 95462.00 CONCRETE, C, RAILING | | | 0128 707-05982 648.000 LFT | 160.00000 103680.00| 94.00000 60912.00| 145.00000 93960.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0129 707-05985 1692.000 LFT | 150.00000 253800.00| 103.00000 174276.00| 180.00000 304560.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0130 709-51821 LUMP| 5350.00000 5350.00| 4600.00000 4600.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 1 | | | 0131 709-51821 LUMP| 9694.00000 9694.00| 9440.00000 9440.00| 12500.00000 12500.00 SURFACE SEAL , STR. NO. 3 | | | 0132 709-51821 LUMP| 1407.20000 1407.20| 1440.00000 1440.00| 2500.00000 2500.00 SURFACE SEAL , STR. NO. 4 | | | 0133 709-51821 LUMP| 2379.60000 2379.60| 770.00000 770.00| 3500.00000 3500.00 SURFACE SEAL , STR. NO. 5 | | | 0134 710-51864 84.000 EACH| 22.00000 1848.00| 17.00000 1428.00| 20.00000 1680.00 FIELD DRILLED HOLE | | | 0135 710-51870 150.000 SFT | 25.00000 3750.00| 65.00000 9750.00| 40.00000 6000.00 REPOINTING MASONRY IN STRUCTURES | | | 0136 711-51038 LUMP| 361000.00000 361000.00| 150000.00000 150000.00| 385000.00000 385000.00 STRUCTURAL STEEL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 711-51038 LUMP| 401147.00000 401147.00| 150000.00000 150000.00| 300000.00000 300000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0138 711-51070 20.000 EACH| 75.00000 1500.00| 43.00000 860.00| 30.00000 600.00 ANCHOR PLATE, AP 1 | | | 0139 711-51866 6328.000 EACH| 2.00000 12656.00| 1.35000 8542.80| 2.00000 12656.00 RIVET, REMOVE | | | 0140 714-01633 200.000 LFT | 500.00000 100000.00| 800.00000 160000.00| 825.00000 165000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 5 FT. | | | 0142 714-04854 420.000 LFT | 450.00000 189000.00| 600.00000 252000.00| 900.00000 378000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0143 714-06688 344.000 LFT | 250.00000 86000.00| 500.00000 172000.00| 410.00000 141040.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | 0144 714-07678 142.000 LFT | 900.00000 127800.00| 1100.00000 156200.00| 1250.00000 177500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 8 FT. | | | 0145 715-02397 5.000 EACH| 1300.00000 6500.00| 1600.00000 8000.00| 1270.00000 6350.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0146 715-03584 10.000 EACH| 500.00000 5000.00| 700.00000 7000.00| 455.00000 4550.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0147 715-04611 1.000 EACH| 250.00000 250.00| 490.00000 490.00| 345.00000 345.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0148 715-04798 1.000 EACH| 600.00000 600.00| 841.00000 841.00| 575.00000 575.00 SAFETY METAL END SECTION, 4:1, 21 IN. | | | 0149 715-05019 134.600 LFT | 80.00000 10768.00| 47.00000 6326.20| 99.00000 13325.40 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0150 715-05048 92898.000 LFT | 1.40000 130057.20| 2.00000 185796.00| 2.50000 232245.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0151 715-05053 3940.000 LFT | 16.00000 63040.00| 15.00000 59100.00| 17.00000 66980.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0152 715-05149 1684.000 LFT | 18.00000 30312.00| 17.50000 29470.00| 28.00000 47152.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0153 715-05152 2340.000 LFT | 27.00000 63180.00| 26.00000 60840.00| 3.00000 7020.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0155 715-05171 82.000 LFT | 33.00000 2706.00| 51.00000 4182.00| 42.00000 3444.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0156 715-05407 403.000 LFT | 8.00000 3224.00| 21.50000 8664.50| 12.00000 4836.00 PIPE, END BENT DRAIN, 6 IN. | | | 0157 715-05422 890.000 LFT | 60.00000 53400.00| 74.00000 65860.00| 67.00000 59630.00 PIPE, SLOTTED DRAIN, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 715-05597 20.000 LFT | 75.00000 1500.00| 46.00000 920.00| 30.00000 600.00 PIPE EXTENSION, CIRCULAR, 24 IN. , CMP | | | 0159 715-05756 16.000 LFT | 60.00000 960.00| 44.00000 704.00| 23.00000 368.00 PIPE EXTENSION, CIRCULAR, 12 IN. , CMP | | | 0160 715-05842 1.000 EACH| 1000.00000 1000.00| 2015.00000 2015.00| 1475.00000 1475.00 CONCRETE ANCHOR, 42 IN. | | | 0161 715-07581 2.000 EACH| 1500.00000 3000.00| 2077.00000 4154.00| 1360.00000 2720.00 CONCRETE ANCHOR, 66 IN. | | | 0162 715-07625 196.000 LFT | 225.00000 44100.00| 450.00000 88200.00| 690.00000 135240.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0163 715-07673 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 1480.00000 2960.00 CONCRETE ANCHOR, 90 IN. | | | 0164 715-07675 200.000 LFT | 450.00000 90000.00| 600.00000 120000.00| 937.00000 187400.00 PIPE, TYPE 1, CIRCULAT, 90 IN. | | | 0165 715-46000 13.000 EACH| 175.00000 2275.00| 325.00000 4225.00| 310.00000 4030.00 PIPE END SECTION, 12 IN. | | | 0166 715-46010 52.000 EACH| 195.00000 10140.00| 355.00000 18460.00| 350.00000 18200.00 PIPE END SECTION, 18 IN. | | | 0167 715-46040 8.000 EACH| 400.00000 3200.00| 610.00000 4880.00| 650.00000 5200.00 PIPE END SECTION, 36 IN. | | | 0168 716-07635 870.000 LFT | 200.00000 174000.00| 240.00000 208800.00| 1.00000 870.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. , | | | OR ALTERNATE | | | 0169 718-06528 72.000 EACH| 450.00000 32400.00| 481.00000 34632.00| 405.00000 29160.00 OUTLET PROTECTOR, 1 | | | 0170 718-06529 21.000 EACH| 550.00000 11550.00| 471.00000 9891.00| 389.00000 8169.00 OUTLET PROTECTOR, 2 | | | 0171 718-06531 47.000 EACH| 600.00000 28200.00| 437.00000 20539.00| 355.00000 16685.00 OUTLET PROTECTOR, 3 | | | 0172 718-06532 4000.000 LFT | 1.00000 4000.00| 0.90000 3600.00| 0.90000 3600.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0173 718-52610 5972.000 CYS | 22.25000 132877.00| 33.50000 200062.00| 28.00000 167216.00 AGGREGATE FOR UNDERDRAINS | | | 0174 718-99153 3000.000 SYS | 4.00000 12000.00| 0.80000 2400.00| 1.50000 4500.00 GEOTEXTILES FOR UNDERDRAIN | | | 0175 720-45041 64.000 EACH| 2900.00000 185600.00| 3600.00000 230400.00| 2820.00000 180480.00 INLET, H5 | | | 0176 720-45410 21.000 EACH| 1700.00000 35700.00| 2900.00000 60900.00| 1750.00000 36750.00 MANHOLE, C4 | | | 0177 722-51401 100.000 SFT | 100.00000 10000.00| 20.00000 2000.00| 5.00000 500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 722-51842 4868.000 SYS | 35.00000 170380.00| 45.00000 219060.00| 38.00000 184984.00 BRIDGE DECK OVERLAY | | | 0179 722-51846 57.700 CYS | 330.00000 19041.00| 330.00000 19041.00| 330.00000 19041.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0180 722-51852 2950.000 SFT | 40.00000 118000.00| 7.00000 20650.00| 7.50000 22125.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0181 724-51925 518.000 LFT | 75.00000 38850.00| 101.00000 52318.00| 95.00000 49210.00 STRUCTURAL EXPANSION JOINT, SS | | | 0182 728-98377 LUMP| 6000.00000 6000.00| 6441.00000 6441.00| 7000.00000 7000.00 MASONRY COATING , STR. NO. 5 | | | 0183 731-93945 4540.000 SFT | 16.00000 72640.00| 11.90000 54026.00| 15.00000 68100.00 FACE PANELS, CONCRETE , STR. NO. 1 | | | 0184 731-93945 3233.000 SFT | 1.00000 3233.00| 6.60000 21337.80| 10.00000 32330.00 FACE PANELS, CONCRETE , STR. NO. 5 | | | 0185 731-93946 4540.000 SFT | 12.00000 54480.00| 7.00000 31780.00| 15.00000 68100.00 WALL ERECTION , STR. NO. 1 | | | 0186 731-93947 288.000 LFT | 13.00000 3744.00| 26.00000 7488.00| 30.00000 8640.00 LEVELING PAD, CONCRETE , STR. NO. 1 | | | 0187 801-03290 10.000 EACH| 250.00000 2500.00| 325.00000 3250.00| 325.00000 3250.00 CONSTRUCTION SIGN, C | | | 0188 801-04308 11.000 EACH| 550.00000 6050.00| 575.00000 6325.00| 575.00000 6325.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0189 801-06201 409.000 SYS | 125.00000 51125.00| 150.00000 61350.00| 120.00000 49080.00 TEMPORARY PANEL SIGNS | | | 0190 801-06202 1086.000 LFT | 36.00000 39096.00| 14.00000 15204.00| 34.50000 37467.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0191 801-06203 64621.000 LFT | 0.06000 3877.26| 0.12000 7754.52| 0.12000 7754.52 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0192 801-06207 222954.000 LFT | 0.67000 149379.18| 0.74000 164985.96| 0.74000 164985.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0193 801-06211 14.000 EACH| 76.00000 1064.00| 160.00000 2240.00| 160.00000 2240.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0194 801-06212 10.000 EACH| 92.00000 920.00| 173.00000 1730.00| 173.00000 1730.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0195 801-06577 303.000 LFT | 6.00000 1818.00| 7.25000 2196.75| 7.25000 2196.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0196 801-06625 84.000 EACH| 150.00000 12600.00| 170.00000 14280.00| 170.00000 14280.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 801-06640 79.000 EACH| 225.00000 17775.00| 325.00000 25675.00| 325.00000 25675.00 CONSTRUCTION SIGN, A | | | 0198 801-06645 1.000 EACH| 150.00000 150.00| 100.00000 100.00| 100.00000 100.00 CONSTRUCTION SIGN, B | | | 0199 801-06710 1880.000 DAY | 12.00000 22560.00| 10.00000 18800.00| 10.00000 18800.00 FLASHING ARROW SIGN | | | 0200 801-06775 LUMP| 700000.00000 700000.00| 29726.00000 29726.00| 345000.00000 345000.00 MAINTAINING TRAFFIC | | | 0201 801-06808 3000.000 HRS | 33.25000 99750.00| 23.00000 69000.00| 30.00000 90000.00 TRUCK, TOW | | | 0202 801-07118 96.000 LFT | 35.00000 3360.00| 20.00000 1920.00| 20.00000 1920.00 BARRICADE, III-A | | | 0203 801-09133 4.000 EACH| 1.00000 4.00| 3475.00000 13900.00| 12360.00000 49440.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0205 802-02475 15.000 EACH| 800.00000 12000.00| 400.00000 6000.00| 750.00000 11250.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0206 802-04314 31.000 EACH| 260.00000 8060.00| 118.00000 3658.00| 100.00000 3100.00 SIGN , SURVEY MONUMENT | | | 0207 802-04314 50.000 EACH| 200.00000 10000.00| 150.00000 7500.00| 180.00000 9000.00 SIGN , ATTACHMENT, FLUSH MOUNTED | | | 0208 802-04314 18.000 EACH| 225.00000 4050.00| 145.00000 2610.00| 210.00000 3780.00 SIGN , BRACKET, WALL MOUNTED | | | 0209 802-04893 31.000 EACH| 250.00000 7750.00| 257.00000 7967.00| 220.00000 6820.00 REFERENCE POST | | | 0210 802-05701 1035.100 LFT | 9.00000 9315.90| 6.00000 6210.60| 8.10000 8384.31 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 1227.000 LFT | 8.00000 9816.00| 4.40000 5398.80| 6.20000 7607.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-07057 9657.000 SFT | 15.00000 144855.00| 13.00000 125541.00| 14.60000 140992.20 SIGN, PANEL, WITH LEGEND | | | 0213 802-07059 153.000 EACH| 33.00000 5049.00| 60.00000 9180.00| 32.00000 4896.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0214 802-07060 4.000 EACH| 120.00000 480.00| 50.00000 200.00| 100.00000 400.00 SIGN, SHEET, RELOCATE | | | 0215 802-07101 7.000 EACH| 18000.00000 126000.00| 20200.00000 141400.00| 17500.00000 122500.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0216 802-07102 3.000 EACH| 13000.00000 39000.00| 13400.00000 40200.00| 12000.00000 36000.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0217 802-07137 4.000 EACH| 300.00000 1200.00| 400.00000 1600.00| 280.00000 1120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 802-07138 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 330.00000 660.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0219 802-07151 60.000 EACH| 310.00000 18600.00| 400.00000 24000.00| 300.00000 18000.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0220 802-07152 10.000 EACH| 360.00000 3600.00| 425.00000 4250.00| 350.00000 3500.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0221 802-07153 9.000 EACH| 370.00000 3330.00| 425.00000 3825.00| 360.00000 3240.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0222 802-07154 2.000 EACH| 390.00000 780.00| 450.00000 900.00| 380.00000 760.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0223 802-07158 1.000 EACH| 3800.00000 3800.00| 3175.00000 3175.00| 3750.00000 3750.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0224 802-07158 6.000 EACH| 5500.00000 33000.00| 3450.00000 20700.00| 4000.00000 24000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED | | | 0225 802-07159 3.000 EACH| 3900.00000 11700.00| 3196.00000 9588.00| 3800.00000 11400.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0226 802-07282 3.000 EACH| 9500.00000 28500.00| 5600.00000 16800.00| 4000.00000 12000.00 BOX TRUSS SIGN FOUNDATION, VI-B | | | 0227 802-07282 4.000 EACH| 15000.00000 60000.00| 5600.00000 22400.00| 5920.00000 23680.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0228 802-07285 8.000 EACH| 10000.00000 80000.00| 5600.00000 44800.00| 5200.00000 41600.00 BOX TRUSS SIGN FOUNDATION, VI-C | | | 0229 802-76020 30.000 SFT | 11.00000 330.00| 8.00000 240.00| 10.00000 300.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0230 802-76025 169.000 SFT | 11.00000 1859.00| 9.00000 1521.00| 10.00000 1690.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0231 802-76035 2310.300 SFT | 11.50000 26568.45| 9.50000 21947.85| 10.30000 23796.09 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0232 802-76045 322.500 SFT | 12.00000 3870.00| 12.10000 3902.25| 10.60000 3418.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 802-76055 180.000 LFT | 6.00000 1080.00| 9.00000 1620.00| 4.00000 720.00 SIGN POST, A | | | 0234 802-76065 25.000 LFT | 8.00000 200.00| 8.00000 200.00| 4.00000 100.00 SIGN POST, B | | | 0235 802-76095 20312.000 LBS | 3.00000 60936.00| 2.20000 44686.40| 2.50000 50780.00 STRUCTURAL STEEL, BREAKAWAY | | | 0236 802-76110 8.000 EACH| 29000.00000 232000.00| 29200.00000 233600.00| 27000.00000 216000.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0237 802-76140 10.000 EACH| 16000.00000 160000.00| 12930.00000 129300.00| 15000.00000 150000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0238 802-76160 4.000 EACH| 900.00000 3600.00| 525.00000 2100.00| 850.00000 3400.00 BRIDGE BRACKET ASSEMBLY | | | 0239 804-06725 112.000 EACH| 55.00000 6160.00| 14.50000 1624.00| 14.50000 1624.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0240 804-06740 126.000 EACH| 65.00000 8190.00| 15.50000 1953.00| 15.50000 1953.00 DELINEATOR WITH POST, D2 | | | 0241 805-01815 2.000 EACH| 1800.00000 3600.00| 1400.00000 2800.00| 1750.00000 3500.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0242 805-01842 3.000 EACH| 800.00000 2400.00| 600.00000 1800.00| 780.00000 2340.00 HANDHOLE, SIGNAL | | | 0245 805-05406 4.000 EACH| 13000.00000 52000.00| 18500.00000 74000.00| 12800.00000 51200.00 DATA COLLECTION SITE , 3 LANE | | | 0246 805-06592 685.000 LFT | 17.00000 11645.00| 7.50000 5137.50| 16.80000 11508.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0247 805-78100 1.000 EACH| 10000.00000 10000.00| 7200.00000 7200.00| 9800.00000 9800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0248 805-78205 2.000 EACH| 700.00000 1400.00| 550.00000 1100.00| 680.00000 1360.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0249 805-78215 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| 690.00000 1380.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0250 805-78415 1.000 EACH| 1500.00000 1500.00| 1300.00000 1300.00| 1450.00000 1450.00 SPAN, CATENARY, AND TETHER | | | 0251 805-78420 1.000 EACH| 210.00000 210.00| 200.00000 200.00| 200.00000 200.00 DISCONNECT HANGER | | | 0252 805-78445 1.000 EACH| 405.00000 405.00| 475.00000 475.00| 400.00000 400.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0253 805-78470 828.000 LFT | 0.50000 414.00| 0.20000 165.60| 0.20000 165.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0254 805-78485 268.000 LFT | 2.00000 536.00| 0.90000 241.20| 1.10000 294.80 SIGNAL CABLE, 5C 14GA. | | | 0255 805-78490 110.000 LFT | 2.00000 220.00| 1.05000 115.50| 1.20000 132.00 SIGNAL CABLE, 7C 14GA. | | | 0256 805-78510 955.000 LFT | 2.00000 1910.00| 0.70000 668.50| 1.00000 955.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0257 805-78520 LUMP| 2600.00000 2600.00| 1000.00000 1000.00| 2500.00000 2500.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0258 805-78785 3.000 EACH| 500.00000 1500.00| 475.00000 1425.00| 450.00000 1350.00 SIGNAL DETECTOR HOUSING | | | 0259 805-78795 329.000 LFT | 9.00000 2961.00| 7.60000 2500.40| 8.00000 2632.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0260 805-78925 1.000 EACH| 700.00000 700.00| 540.00000 540.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0261 805-81060 2.000 EACH| 4000.00000 8000.00| 2800.00000 5600.00| 3000.00000 6000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0262 805-86920 6.000 EACH| 20.00000 120.00| 20.00000 120.00| 17.50000 105.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0263 805-86935 10.000 EACH| 30.00000 300.00| 18.00000 180.00| 24.10000 241.00 INSULATING LINK, WATERPROOFED | | | 0264 805-92504 2.000 EACH| 250.00000 500.00| 200.00000 400.00| 220.00000 440.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0265 805-92512 2.000 EACH| 1000.00000 2000.00| 2100.00000 4200.00| 880.00000 1760.00 MICROLOOP DETECTOR | | | 0266 807-02108 15.000 EACH| 400.00000 6000.00| 350.00000 5250.00| 350.00000 5250.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0267 807-02191 4.000 EACH| 800.00000 3200.00| 675.00000 2700.00| 780.00000 3120.00 HANDHOLE, LIGHTING | | | 0268 807-04119 2.000 EACH| 800.00000 1600.00| 500.00000 1000.00| 750.00000 1500.00 LIGHT POLE FOUNDATION, ADJUST TO GRADE | | | 0269 807-04651 185.000 LFT | 4.00000 740.00| 5.40000 999.00| 3.50000 647.50 WIRE , XHHW, NO. 4 CU., IN PLASTIC DUCT,| | | IN CONDUIT, 4 1/C | | | 0270 807-04651 649.000 LFT | 4.00000 2596.00| 5.40000 3504.60| 3.50000 2271.50 WIRE , XHHW, NO. 4 CU., IN PLASTIC DUCT,| | | IN TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927.448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 807-82005 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1000.00000 1000.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0272 807-82016 3.000 EACH| 700.00000 2100.00| 1500.00000 4500.00| 650.00000 1950.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0273 807-82017 1.000 EACH| 700.00000 700.00| 1500.00000 1500.00| 680.00000 680.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0274 807-86910 7.000 EACH| 30.00000 210.00| 25.00000 175.00| 28.80000 201.60 CONNECTOR KIT, UNFUSED | | | 0275 807-86915 12.000 EACH| 33.00000 396.00| 33.00000 396.00| 32.30000 387.60 CONNECTOR KIT, FUSED | | | 0276 807-86950 18.000 EACH| 30.00000 540.00| 28.00000 504.00| 26.50000 477.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0277 807-92585 2.000 EACH| 700.00000 1400.00| 500.00000 1000.00| 600.00000 1200.00 LIGHT POLE RESET | | | 0278 808-01329 4.000 EACH| 126.00000 504.00| 137.00000 548.00| 137.00000 548.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0280 808-04767 448.000 LFT | 2.00000 896.00| 2.60000 1164.80| 2.60000 1164.80 LINE , POLYUREA, BROKEN, WHITE, 6 IN. | | | 0281 808-04767 49231.000 LFT | 1.25000 61538.75| 1.15000 56615.65| 1.15000 56615.65 LINE , POLYUREA, SOLID, WHITE, 4 IN. | | | 0282 808-04767 3308.000 LFT | 3.00000 9924.00| 2.45000 8104.60| 2.45000 8104.60 LINE , POLYUREA, SOLID, WHITE, 8 IN. | | | 0283 808-04767 850.000 LFT | 4.00000 3400.00| 4.97000 4224.50| 4.97000 4224.50 LINE , POLYUREA, SOLID, YELLOW, 12 IN. | | | 0284 808-04767 48182.000 LFT | 1.25000 60227.50| 1.15000 55409.30| 1.15000 55409.30 LINE , POLYUREA, SOLID, YELLOW, 4 IN. | | | 0285 808-04767 182.000 LFT | 2.75000 500.50| 2.60000 473.20| 2.60000 473.20 LINE , POLYUREA, SOLID, YELLOW, 6 IN. | | | 0286 808-06701 1603.000 LFT | 0.50000 801.50| 0.20000 320.60| 0.20000 320.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0287 808-06703 24541.000 LFT | 0.50000 12270.50| 0.20000 4908.20| 0.20000 4908.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0288 808-06716 60201.000 LFT | 0.40000 24080.40| 0.55000 33110.55| 0.55000 33110.55 LINE, REMOVE | | | 0289 808-75245 24182.000 LFT | 0.50000 12091.00| 0.20000 4836.40| 0.20000 4836.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 808-75297 149.000 LFT | 3.00000 447.00| 6.50000 968.50| 6.50000 968.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0291 808-75320 5.000 EACH| 45.00000 225.00| 150.00000 750.00| 150.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0292 808-75325 5.000 EACH| 65.00000 325.00| 200.00000 1000.00| 200.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0293 808-75996 1445.000 EACH| 5.00000 7225.00| 3.00000 4335.00| 3.00000 4335.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0294 808-75998 1874.000 EACH| 19.00000 35606.00| 17.50000 32795.00| 17.50000 32795.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0295 808-98796 157.000 LFT | 8.00000 1256.00| 1.35000 211.95| 1.35000 211.95 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0296 108-01614 LUMP| 12000.00000 12000.00| 8500.00000 8500.00| 8500.00000 8500.00 PARTNERING OVERHEAD | | | 0297 202-94954 2070.000 LFT | 16.00000 33120.00| 34.00000 70380.00| 10.00000 20700.00 BARRIER WALL, CONCRETE, REMOVE | | | 0298 601-06236 2.000 EACH| 19500.00000 39000.00| 19500.00000 39000.00| 19500.00000 39000.00 IMPACT ATTENUATOR, R1, W2, TL-2 | | | 0299 601-06246 1.000 EACH| 35500.00000 35500.00| 35500.00000 35500.00| 35500.00000 35500.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0300 611-52817 2.000 EACH| 50000.00000 100000.00| 19200.00000 38400.00| 12000.00000 24000.00 TEMPORARY CROSSOVER, B | | | 0301 713-97149 4.000 EACH| 14000.00000 56000.00| 24000.00000 96000.00| 11000.00000 44000.00 TEMPORARY RAMP | | | 0302 715-05116 1.000 LFT | 100.00000 100.00| 9.50000 9.50| 560.00000 560.00 PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0303 715-04612 2.000 LFT | 110.00000 220.00| 11.30000 22.60| 544.00000 1088.00 PIPE , TYPE 1, CIRCULAR, 10 IN. | | | 0304 715-05119 78.000 LFT | 45.00000 3510.00| 23.60000 1840.80| 75.00000 5850.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0305 715-05121 10.000 LFT | 50.00000 500.00| 25.00000 250.00| 112.00000 1120.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0306 715-05122 12.000 LFT | 40.00000 480.00| 28.00000 336.00| 28.00000 336.00 PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0307 715-05123 12.000 LFT | 55.00000 660.00| 32.00000 384.00| 115.00000 1380.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0308 715-46005 12.000 EACH| 200.00000 2400.00| 350.00000 4200.00| 350.00000 4200.00 PIPE END SECTION, 15 IN. | | | 0309 715-46015 2.000 EACH| 350.00000 700.00| 340.00000 680.00| 655.00000 1310.00 PIPE END SECTION, 21 IN. | | | 0310 715-46020 2.000 EACH| 450.00000 900.00| 360.00000 720.00| 655.00000 1310.00 PIPE END SECTION, 24 IN. | | | 0311 715-04612 64.000 LFT | 45.00000 2880.00| 224.00000 14336.00| 206.00000 13184.00 PIPE INSTALLATION, TRENCHLESS, 21 IN. | | | OR ALTERNATE | | | 0312 716-07632 4523.000 LFT | 40.00000 180920.00| 168.00000 759864.00| 128.00000 578944.00 PIPE INSTALLATION, TRENCHLESS, 18 IN. , | | | OR ALTERNATE | | | 0313 716-07635 2260.000 LFT | 0.01000 22.60| 0.01000 22.60| 1.00000 2260.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. , | | | OR ALTERNATE | | | 0314 722-60824 2260.000 SYS | 5.00000 11300.00| 9.30000 21018.00| 18.00000 40680.00 SURFACE MILLING | | | 0315 728-98377 LUMP| 2000.00000 2000.00| 1642.00000 1642.00| 2000.00000 2000.00 MASONRY COATING , STR. NO. 1 | | | 0316 728-98377 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 4000.00000 4000.00 MASONRY COATING , STR. NO. 3 | | | 0317 728-98377 LUMP| 2000.00000 2000.00| 2161.00000 2161.00| 2500.00000 2500.00 MASONRY COATING , STR. NO. 4 | | | 0318 731-93945 2497.000 SFT | 15.00000 37455.00| 8.00000 19976.00| 34.00000 84898.00 FACE PANELS, CONCRETE , STR. NO. 5 | | | 0319 731-93946 2497.000 SFT | 20.00000 49940.00| 6.00000 14982.00| 20.00000 49940.00 WALL ERECTION , STR. NO. 5 | | | 0320 801-09133 4.000 EACH| 3500.00000 14000.00| 4150.00000 16600.00| 31495.00000 125980.00 TEMPORARY CHANGEABLE MESSAGE SIGN , | | | ATMS/ATIS | | | 0321 802-76170 48.500 LFT | 125.00000 6062.50| 130.00000 6305.00| 120.00000 5820.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) , BOX TRUSS | | | 0322 802-76175 65.000 LFT | 125.00000 8125.00| 130.00000 8450.00| 120.00000 7800.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) , CANTILEVER | | | 0323 805-06592 24300.000 LFT | 6.75000 164025.00| 2.60000 63180.00| 6.50000 157950.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0324 808-75061 26143.000 LFT | 3.25000 84964.75| 3.15000 82350.45| 3.15000 82350.45 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1374866 |(3) 38-1383205 |WALSH CONSTR CO. OF ILL |PRIMCO, INC. |AJAX PAVING INDUSTRIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0325 805-01842 99.000 EACH| 825.00000 81675.00| 1147.47000 113599.53| 800.00000 79200.00 HANDHOLE, SIGNAL , WATERTIGHT, MODIFIED | | | 0326 210-07739 4.000 EACH| 36000.00000 144000.00| 11800.00000 47200.00| 33880.00000 135520.00 TEMPORARY TRAFFIC SIGNAL | | | 0327 714-02544 8.000 EACH| 2300.00000 18400.00| 7550.00000 60400.00| 3000.00000 24000.00 WINGWALL, PRECAST CONCRETE , 5 FT. X 2 | | | FT. | | | 0328 714-02544 8.000 EACH| 2500.00000 20000.00| 9800.00000 78400.00| 4500.00000 36000.00 WINGWALL, PRECAST CONCRETE , 7 FT. X 3 | | | FT. | | | 0329 714-02544 4.000 EACH| 3200.00000 12800.00| 11200.00000 44800.00| 6000.00000 24000.00 WINGWALL, PRECAST CONCRETE , 9 FT. X 5 | | | FT. | | | 0330 714-02544 4.000 EACH| 3500.00000 14000.00| 20300.00000 81200.00| 10000.00000 40000.00 WINGWALL, PRECAST CONCRETE , 13 FT. X 8 | | | FT. | | | SECTION TOTALS | A = $ 40,431,000.00| A = $ 42,518,536.73| A = $ 45,466,512.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 43,026,000.00| A + B = $ 44,963,536.73| A + B = $ 47,476,512.56 ==================================================================================================================================== CONTRACT DAYS 173 163 134 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 734714.46000 734714.46| 331000.00000 331000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 10.000 EACH| 161.17000 1611.70| 220.47000 2204.70| PHONE(SUPERVISOR) | | | 0003 105-06906 240.000 MOS | 87.87000 21088.80| 108.45000 26028.00| CELLULAR SERVICE(SUPERVISOR) | | | 0004 105-07040 20.000 MOS | 1848.08000 36961.60| 1812.61000 36252.20| FIELD OFFICE, C | | | 0005 110-01001 LUMP| 2297942.93000 2297942.93| 1868269.81000 1868269.81| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 513598.00000 513598.00| 400000.00000 400000.00| CLEARING RIGHT OF WAY | | | 0007 202-01032 20.000 EACH| 335.17000 6703.40| 200.00000 4000.00| SAND BARREL ARRAY, REMOVE | | | 0008 202-02240 144184.000 SYS | 6.80000 980451.20| 7.23000 1042450.32| PAVEMENT REMOVAL | | | 0009 202-02241 25556.250 LFT | 1.43000 36545.44| 1.40000 35778.75| GUARDRAIL, REMOVE | | | 0010 202-02272 1895.000 LFT | 12.34000 23384.30| 5.65000 10706.75| PAVED SIDE DITCH, REMOVE | | | 0011 202-51328 LUMP| 204000.00000 204000.00| 96000.00000 96000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0012 202-51328 LUMP| 127500.00000 127500.00| 41500.00000 41500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0013 202-51328 LUMP| 127500.00000 127500.00| 50800.00000 50800.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0014 202-51330 LUMP| 229500.00000 229500.00| 87500.00000 87500.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0015 202-74040 41.000 EACH| 284.71000 11673.11| 180.00000 7380.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0016 202-74050 11.000 EACH| 510.00000 5610.00| 500.00000 5500.00| SIGN, OVERHEAD, REMOVE | | | 0017 202-74055 9.000 EACH| 5941.23000 53471.07| 3500.00000 31500.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0018 202-74080 7.000 EACH| 2869.33000 20085.31| 1000.00000 7000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-74095 4.000 EACH| 765.00000 3060.00| 750.00000 3000.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0020 203-02000 175831.000 CYS | 10.05000 1767101.55| 10.42000 1832159.02| EXCAVATION, COMMON | | | 0021 203-02046 16.000 EACH| 1148.81000 18380.96| 3200.00000 51200.00| GRADING IN GORE AREA | | | 0022 205-06930 7.500 TON | 157.81000 1183.58| 35.00000 262.50| SPLASHPAD, RIPRAP | | | 0023 205-06931 56.000 TON | 39.29000 2200.24| 26.00000 1456.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 1031.000 LFT | 7.14000 7361.34| 7.00000 7217.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06937 13522.000 LFT | 1.95000 26367.90| 2.20000 29748.40| TEMPORARY SILT FENCE | | | 0026 205-06938 184.000 LFT | 8.87000 1632.08| 15.50000 2852.00| TEMPORARY SLOPE DRAIN | | | 0027 206-51220 374.000 CYS | 61.20000 22888.80| 200.00000 74800.00| EXCAVATION, WET | | | 0028 206-51230 1269.500 CYS | 25.50000 32372.25| 90.00000 114255.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 364654.000 SYS | 3.26000 1188772.04| 0.70000 255257.80| SUBGRADE TREATMENT, TYPE A | | | 0030 207-07500 4469.000 SYS | 3.92000 17518.48| 1.48000 6614.12| SUBGRADE TREATMENT, TYPE C | | | 0031 207-07503 11301.000 SYS | 4.32000 48820.32| 4.93000 55713.93| SUBGRADE TREATMENT, TYPE E | | | 0032 210-05815 11.000 EACH| 153.00000 1683.00| 150.00000 1650.00| LIGHTING , ARM RESET | | | 0033 210-07095 LUMP| 102000.00000 102000.00| 115802.42000 115802.42| TEMPORARY SHEETING AND SHORING, STR. NO.| | | 5 | | | 0034 210-07845 306.000 EACH| 0.01000 3.06| 0.01000 3.06| TRANSVERSE MARKINGS , POLYUREA, SOLID, | | | WHITE, CROSSHATCH, 24 IN. | | | 0035 210-08029 526380.000 SFT | 2.35000 1236993.00| 3.00000 1579140.00| SOUND BARRIER , ERECTION, GROUND | | | MOUNTED, TYPE 3 | | | 0036 210-08029 526380.000 SFT | 15.81000 8322067.80| 16.38000 8622104.40| SOUND BARRIER , GROUND MOUNTED TYPE 3 | | | 0037 211-02050 2154.000 CYS | 23.46000 50532.84| 23.51000 50640.54| B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 211-06467 191.000 CYS | 25.50000 4870.50| 38.00000 7258.00| AGGREGATE FOR END BENT BACKFILL | | | 0039 211-07454 16213.000 CYS | 15.54000 251950.02| 20.14000 326529.82| STRUCTURE BACKFILL | | | 0040 213-52830 322.000 CYS | 165.19000 53191.18| 55.00000 17710.00| FLOWABLE MORTAR | | | 0041 301-07448 2973.400 TON | 14.67000 43619.78| 10.25000 30477.35| COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 302-06464 94896.000 CYS | 21.33000 2024131.68| 24.10000 2286993.60| SUBBASE FOR PCCP | | | 0043 303-01180 16818.000 TON | 12.85000 216111.30| 16.00000 269088.00| COMPACTED AGGREGATE, NO. 53 | | | 0044 303-04853 8913.000 TON | 23.46000 209098.98| 22.00000 196086.00| COMPACTED AGGREGATE , 5 | | | 0046 306-08036 55882.000 SYS | 0.60000 33529.20| 0.40000 22352.80| MILLING, ASPHALT, 2 IN. | | | 0047 306-08043 374.000 SYS | 3.00000 1122.00| 5.00000 1870.00| MILLING, TRANSITION | | | 0048 401-06264 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0049 401-07328 43.200 TON | 1.00000 43.20| 15.00000 648.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0050 401-07335 5499.000 TON | 42.00000 230958.00| 43.00000 236457.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0051 401-07398 72.000 TON | 1.00000 72.00| 15.00000 1080.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0052 401-07404 7706.000 TON | 30.00000 231180.00| 32.40000 249674.40| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm| | | 0053 401-07409 6892.000 TON | 29.00000 199868.00| 28.50000 196422.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0054 401-07413 331.000 TON | 38.00000 12578.00| 15.00000 4965.00| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0055 402-07433 341.000 TON | 42.00000 14322.00| 33.95000 11576.95| HMA SURFACE, TYPE B | | | 0056 402-07438 970.000 TON | 28.00000 27160.00| 27.85000 27014.50| HMA INTERMEDIATE, TYPE B | | | 0058 402-07453 44405.000 TON | 24.00000 1065720.00| 28.00000 1243340.00| HMA FOR TEMPORARY PAVEMENT | | | 0060 405-05517 6.500 TON | 400.00000 2600.00| 350.00000 2275.00| ASPHALT FOR PRIME COAT | | | 0061 406-05520 85.600 TON | 1.00000 85.60| 100.00000 8560.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 501-06266 LUMP| 24797.01000 24797.01| 24032.27000 24032.27| PROFILOGRAPH, PCCP | | | 0063 501-06325 353830.000 SYS | 26.61000 9415416.30| 35.94000 12716650.20| QC/QA-PCCP, 14 IN. , WARRANTED | | | 0064 502-06330 102.000 SYS | 66.30000 6762.60| 65.00000 6630.00| PCCP, 13 IN. | | | 0066 503-05310 1629.200 LFT | 1.87000 3046.60| 91.01000 148273.49| TERMINAL JOINT | | | 0067 601-01522 19.000 EACH| 1326.00000 25194.00| 1300.00000 24700.00| GUARDRAIL TRANSITION TYPE TGB | | | 0068 601-06035 9753.000 LFT | 5.51000 53739.03| 5.40000 52666.20| GUARDRAIL, RESET | | | 0069 601-07023 4.000 EACH| 4284.00000 17136.00| 4200.00000 16800.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0070 601-07024 11.000 EACH| 5202.00000 57222.00| 5100.00000 56100.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0071 601-07050 4.000 EACH| 1836.00000 7344.00| 1800.00000 7200.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0072 601-94689 25.000 EACH| 2244.00000 56100.00| 2200.00000 55000.00| GUARDRAIL END TREATMENT, OS | | | 0073 601-99105 37276.750 LFT | 10.10000 376495.18| 9.90000 369039.83| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0074 602-01193 500.000 LFT | 21.34000 10670.00| 45.00000 22500.00| CONCRETE BARRIER GLARE SCREEN , | | | TEMPORARY | | | 0075 602-06639 1479.000 LFT | 14.46000 21386.34| 32.79000 48496.41| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0076 602-06646 38132.000 LFT | 13.94000 531560.08| 24.25000 924701.00| TEMPORARY CONCRETE BARRIER | | | 0077 602-06729 1391.000 EACH| 6.12000 8512.92| 6.00000 8346.00| BARRIER DELINEATOR | | | 0078 602-06944 2175.000 LFT | 39.76000 86478.00| 44.89000 97635.75| BARRIER, CONCRETE, 33 IN. | | | 0079 602-06945 16781.000 LFT | 63.80000 1070627.80| 56.47000 947623.07| BARRIER, CONCRETE, 45 IN. | | | 0080 603-06040 1020.000 LFT | 3.67000 3743.40| 3.60000 3672.00| FENCE, FARM FIELD, 47 IN. | | | 0081 603-06045 1000.000 LFT | 8.06000 8060.00| 7.90000 7900.00| FENCE, CHAIN LINK, 48 IN. | | | 0082 603-06060 2200.000 LFT | 3.16000 6952.00| 3.10000 6820.00| FENCE, FARM FIELD, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 607-06335 188.000 LFT | 30.60000 5752.80| 85.00000 15980.00| PAVED SIDE DITCH, A | | | 0084 610-06259 240.000 SYS | 56.10000 13464.00| 56.00000 13440.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0085 609-06262 3945.500 SYS | 61.20000 241464.60| 56.00000 220948.00| REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0088 615-06505 6.000 EACH| 408.00000 2448.00| 400.00000 2400.00| MONUMENT, B | | | 0089 615-06510 10.000 EACH| 204.00000 2040.00| 200.00000 2000.00| MONUMENT, C | | | 0090 615-06515 31.000 EACH| 91.80000 2845.80| 90.00000 2790.00| MONUMENT, D | | | 0091 616-02320 7436.000 SYS | 2.53000 18813.08| 1.56000 11600.16| GEOTEXTILES | | | 0092 616-05688 214.000 TON | 64.33000 13766.62| 42.00000 8988.00| RIPRAP, CLASS 1 | | | 0093 616-05689 628.000 TON | 64.33000 40399.24| 42.00000 26376.00| RIPRAP, CLASS 2 | | | 0094 616-06405 4083.400 TON | 22.35000 91263.99| 9.50000 38792.30| RIPRAP, REVETMENT | | | 0095 616-06451 455.600 TON | 25.92000 11809.15| 19.50000 8884.20| RIPRAP, UNIFORM | | | 0096 621-01004 4.000 EACH| 510.00000 2040.00| 500.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0097 621-06545 1.000 TON | 204.00000 204.00| 200.00000 200.00| FERTILIZER | | | 0098 621-06557 828.000 LBS | 2.71000 2243.88| 2.66000 2202.48| SEED MIXTURE, T | | | 0099 621-06565 21.000 TON | 420.24000 8825.04| 412.00000 8652.00| MULCHING MATERIAL | | | 0100 621-06567 122.000 MG | 31.88000 3889.36| 31.25000 3812.50| WATER | | | 0101 621-06574 30904.000 SYS | 2.79000 86222.16| 2.74000 84676.96| SODDING | | | 0102 701-01849 720.000 LFT | 36.72000 26438.40| 35.00000 25200.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0103 701-03808 720.000 LFT | 36.72000 26438.40| 24.00000 17280.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.184 IN., 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 701-98647 1280.000 LFT | 63.24000 80947.20| 41.00000 52480.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0105 702-02119 4064.000 SFT | 18.36000 74615.04| 12.00000 48768.00| SOUND BARRIER PANELS, BRIDGE MOUNTED , | | | TYPE 1 | | | 0106 702-02121 4064.000 SFT | 5.10000 20726.40| 5.50000 22352.00| SOUND BARRIER ERECTION, BRIDGE MOUNTED ,| | | TYPE 1 | | | 0107 702-06850 2.000 EACH| 10200.00000 20400.00| 10000.00000 20000.00| SOUND BARRIER SPARE PARTS PACKAGE, TYPE | | | 1 | | | 0108 702-06850 5.000 EACH| 12240.00000 61200.00| 10000.00000 50000.00| SOUND BARRIER SPARE PARTS PACKAGE, TYPE | | | 3 | | | 0109 702-08064 LUMP| 162000.00000 162000.00| 110000.00000 110000.00| SOUND BARRIER DESIGN AND LAYOUT | | | 0110 702-51005 804.400 CYS | 459.00000 369219.60| 560.00000 450464.00| CONCRETE, A, SUBSTRUCTURE | | | 0111 702-51015 251.700 CYS | 204.00000 51346.80| 240.00000 60408.00| CONCRETE, B, FOOTINGS | | | 0112 702-51100 570.000 LBS | 5.10000 2907.00| 4.00000 2280.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0113 702-51110 1938.000 LBS | 3.06000 5930.28| 2.30000 4457.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0114 702-51863 1662.000 EACH| 12.24000 20342.88| 12.50000 20775.00| FIELD DRILLED HOLE IN CONCRETE | | | 0115 702-90915 3643.000 CYS | 125.15000 455921.45| 189.27000 689510.61| CONCRETE, A | | | 0116 703-01540 24.000 EACH| 20.40000 489.60| 10.00000 240.00| THREADED TIE BAR ASSEMBLY | | | 0119 703-51030 117562.000 LBS | 0.92000 108157.04| 0.64000 75239.68| REINFORCING STEEL | | | 0120 703-51032 679595.000 LBS | 0.77000 523288.15| 0.67000 455328.65| REINFORCING STEEL, EPOXY COATED | | | 0121 703-97936 584.000 EACH| 20.40000 11913.60| 21.00000 12264.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0123 704-04850 1452.000 SYS | 16.58000 24074.16| 16.25000 23595.00| CONCRETE , GROOVED LINES | | | 0124 704-51002 1447.400 CYS | 408.00000 590539.20| 430.00000 622382.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 706-05732 4.000 EACH| 3060.00000 12240.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0126 706-05734 12.000 EACH| 3060.00000 36720.00| 2000.00000 24000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0127 706-51020 323.600 CYS | 510.00000 165036.00| 380.00000 122968.00| CONCRETE, C, RAILING | | | 0128 707-05982 648.000 LFT | 127.50000 82620.00| 130.00000 84240.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0129 707-05985 1692.000 LFT | 178.50000 302022.00| 125.00000 211500.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0130 709-51821 LUMP| 7389.90000 7389.90| 13240.00000 13240.00| SURFACE SEAL , STR. NO. 1 | | | 0131 709-51821 LUMP| 10560.06000 10560.06| 25690.00000 25690.00| SURFACE SEAL , STR. NO. 3 | | | 0132 709-51821 LUMP| 1693.20000 1693.20| 4950.00000 4950.00| SURFACE SEAL , STR. NO. 4 | | | 0133 709-51821 LUMP| 2703.00000 2703.00| 22070.00000 22070.00| SURFACE SEAL , STR. NO. 5 | | | 0134 710-51864 84.000 EACH| 15.30000 1285.20| 20.00000 1680.00| FIELD DRILLED HOLE | | | 0135 710-51870 150.000 SFT | 51.00000 7650.00| 60.00000 9000.00| REPOINTING MASONRY IN STRUCTURES | | | 0136 711-51038 LUMP| 306000.00000 306000.00| 238300.00000 238300.00| STRUCTURAL STEEL , STR. NO. 1 | | | 0137 711-51038 LUMP| 216200.00000 216200.00| 280000.00000 280000.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0138 711-51070 20.000 EACH| 51.00000 1020.00| 73.00000 1460.00| ANCHOR PLATE, AP 1 | | | 0139 711-51866 6328.000 EACH| 2.04000 12909.12| 5.25000 33222.00| RIVET, REMOVE | | | 0140 714-01633 200.000 LFT | 867.84000 173568.00| 487.19000 97438.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 5 FT. | | | 0142 714-04854 420.000 LFT | 603.55000 253491.00| 414.96000 174283.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0143 714-06688 344.000 LFT | 543.33000 186905.52| 283.71000 97596.24| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 714-07678 142.000 LFT | 1104.84000 156887.28| 955.64000 135700.88| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 8 FT. | | | 0145 715-02397 5.000 EACH| 1487.67000 7438.35| 1500.00000 7500.00| SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0146 715-03584 10.000 EACH| 638.78000 6387.80| 525.00000 5250.00| SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0147 715-04611 1.000 EACH| 445.20000 445.20| 500.00000 500.00| SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0148 715-04798 1.000 EACH| 764.36000 764.36| 800.00000 800.00| SAFETY METAL END SECTION, 4:1, 21 IN. | | | 0149 715-05019 134.600 LFT | 54.68000 7359.93| 65.00000 8749.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0150 715-05048 92898.000 LFT | 1.81000 168145.38| 2.50000 232245.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0151 715-05053 3940.000 LFT | 13.57000 53465.80| 14.25000 56145.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0152 715-05149 1684.000 LFT | 20.62000 34724.08| 25.00000 42100.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0153 715-05152 2340.000 LFT | 30.11000 70457.40| 32.00000 74880.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0155 715-05171 82.000 LFT | 94.87000 7779.34| 34.00000 2788.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0156 715-05407 403.000 LFT | 12.24000 4932.72| 4.50000 1813.50| PIPE, END BENT DRAIN, 6 IN. | | | 0157 715-05422 890.000 LFT | 86.11000 76637.90| 67.37000 59959.30| PIPE, SLOTTED DRAIN, 12 IN. | | | 0158 715-05597 20.000 LFT | 53.80000 1076.00| 46.00000 920.00| PIPE EXTENSION, CIRCULAR, 24 IN. , CMP | | | 0159 715-05756 16.000 LFT | 51.38000 822.08| 43.00000 688.00| PIPE EXTENSION, CIRCULAR, 12 IN. , CMP | | | 0160 715-05842 1.000 EACH| 1829.56000 1829.56| 2200.00000 2200.00| CONCRETE ANCHOR, 42 IN. | | | 0161 715-07581 2.000 EACH| 1886.25000 3772.50| 2700.00000 5400.00| CONCRETE ANCHOR, 66 IN. | | | 0162 715-07625 196.000 LFT | 485.66000 95189.36| 170.00000 33320.00| PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0163 715-07673 2.000 EACH| 1980.74000 3961.48| 3285.00000 6570.00| CONCRETE ANCHOR, 90 IN. | | | 0164 715-07675 200.000 LFT | 656.87000 131374.00| 345.32000 69064.00| PIPE, TYPE 1, CIRCULAT, 90 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 715-46000 13.000 EACH| 355.69000 4623.97| 300.00000 3900.00| PIPE END SECTION, 12 IN. | | | 0166 715-46010 52.000 EACH| 408.29000 21231.08| 430.00000 22360.00| PIPE END SECTION, 18 IN. | | | 0167 715-46040 8.000 EACH| 709.17000 5673.36| 550.00000 4400.00| PIPE END SECTION, 36 IN. | | | 0168 716-07635 870.000 LFT | 0.01000 8.70| 240.00000 208800.00| PIPE INSTALLATION, TRENCHLESS, 36 IN. , | | | OR ALTERNATE | | | 0169 718-06528 72.000 EACH| 437.05000 31467.60| 715.00000 51480.00| OUTLET PROTECTOR, 1 | | | 0170 718-06529 21.000 EACH| 428.02000 8988.42| 415.00000 8715.00| OUTLET PROTECTOR, 2 | | | 0171 718-06531 47.000 EACH| 396.76000 18647.72| 208.00000 9776.00| OUTLET PROTECTOR, 3 | | | 0172 718-06532 4000.000 LFT | 0.92000 3680.00| 1.00000 4000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0173 718-52610 5972.000 CYS | 41.21000 246106.12| 25.00000 149300.00| AGGREGATE FOR UNDERDRAINS | | | 0174 718-99153 3000.000 SYS | 0.73000 2190.00| 1.00000 3000.00| GEOTEXTILES FOR UNDERDRAIN | | | 0175 720-45041 64.000 EACH| 3733.99000 238975.36| 3000.00000 192000.00| INLET, H5 | | | 0176 720-45410 21.000 EACH| 2754.28000 57839.88| 2000.00000 42000.00| MANHOLE, C4 | | | 0177 722-51401 100.000 SFT | 81.60000 8160.00| 55.00000 5500.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0178 722-51842 4868.000 SYS | 40.80000 198614.40| 40.00000 194720.00| BRIDGE DECK OVERLAY | | | 0179 722-51846 57.700 CYS | 330.00000 19041.00| 330.00000 19041.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0180 722-51852 2950.000 SFT | 15.30000 45135.00| 10.00000 29500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0181 724-51925 518.000 LFT | 178.50000 92463.00| 75.00000 38850.00| STRUCTURAL EXPANSION JOINT, SS | | | 0182 728-98377 LUMP| 22791.90000 22791.90| 50320.00000 50320.00| MASONRY COATING , STR. NO. 5 | | | 0183 731-93945 4540.000 SFT | 13.26000 60200.40| 12.80000 58112.00| FACE PANELS, CONCRETE , STR. NO. 1 | | | 0184 731-93945 3233.000 SFT | 7.14000 23083.62| 3.15000 10183.95| FACE PANELS, CONCRETE , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 731-93946 4540.000 SFT | 10.20000 46308.00| 7.00000 31780.00| WALL ERECTION , STR. NO. 1 | | | 0186 731-93947 288.000 LFT | 9.18000 2643.84| 80.00000 23040.00| LEVELING PAD, CONCRETE , STR. NO. 1 | | | 0187 801-03290 10.000 EACH| 331.50000 3315.00| 325.00000 3250.00| CONSTRUCTION SIGN, C | | | 0188 801-04308 11.000 EACH| 586.50000 6451.50| 575.00000 6325.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0189 801-06201 409.000 SYS | 122.40000 50061.60| 120.00000 49080.00| TEMPORARY PANEL SIGNS | | | 0190 801-06202 1086.000 LFT | 35.19000 38216.34| 34.50000 37467.00| TEMPORARY PANEL SIGN SUPPORTS | | | 0191 801-06203 64621.000 LFT | 0.12000 7754.52| 0.12000 7754.52| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0192 801-06207 222954.000 LFT | 0.75000 167215.50| 0.74000 164985.96| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0193 801-06211 14.000 EACH| 163.20000 2284.80| 160.00000 2240.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0194 801-06212 10.000 EACH| 176.46000 1764.60| 173.00000 1730.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0195 801-06577 303.000 LFT | 7.40000 2242.20| 7.25000 2196.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0196 801-06625 84.000 EACH| 173.40000 14565.60| 170.00000 14280.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0197 801-06640 79.000 EACH| 331.50000 26188.50| 325.00000 25675.00| CONSTRUCTION SIGN, A | | | 0198 801-06645 1.000 EACH| 102.00000 102.00| 100.00000 100.00| CONSTRUCTION SIGN, B | | | 0199 801-06710 1880.000 DAY | 10.20000 19176.00| 10.00000 18800.00| FLASHING ARROW SIGN | | | 0200 801-06775 LUMP| 540194.30000 540194.30| 171245.00000 171245.00| MAINTAINING TRAFFIC | | | 0201 801-06808 3000.000 HRS | 33.66000 100980.00| 33.00000 99000.00| TRUCK, TOW | | | 0202 801-07118 96.000 LFT | 20.40000 1958.40| 20.00000 1920.00| BARRICADE, III-A | | | 0203 801-09133 4.000 EACH| 12607.20000 50428.80| 12360.00000 49440.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 802-02475 15.000 EACH| 765.00000 11475.00| 750.00000 11250.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0206 802-04314 31.000 EACH| 203.26000 6301.06| 203.81000 6318.11| SIGN , SURVEY MONUMENT | | | 0207 802-04314 50.000 EACH| 183.60000 9180.00| 180.00000 9000.00| SIGN , ATTACHMENT, FLUSH MOUNTED | | | 0208 802-04314 18.000 EACH| 214.20000 3855.60| 210.00000 3780.00| SIGN , BRACKET, WALL MOUNTED | | | 0209 802-04893 31.000 EACH| 224.40000 6956.40| 220.00000 6820.00| REFERENCE POST | | | 0210 802-05701 1035.100 LFT | 8.26000 8549.93| 8.10000 8384.31| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 1227.000 LFT | 6.32000 7754.64| 6.20000 7607.40| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-07057 9657.000 SFT | 14.89000 143792.73| 14.60000 140992.20| SIGN, PANEL, WITH LEGEND | | | 0213 802-07059 153.000 EACH| 32.64000 4993.92| 32.00000 4896.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0214 802-07060 4.000 EACH| 102.00000 408.00| 100.00000 400.00| SIGN, SHEET, RELOCATE | | | 0215 802-07101 7.000 EACH| 17850.00000 124950.00| 17500.00000 122500.00| SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0216 802-07102 3.000 EACH| 12240.00000 36720.00| 12000.00000 36000.00| SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0217 802-07137 4.000 EACH| 285.60000 1142.40| 280.00000 1120.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0218 802-07138 2.000 EACH| 336.60000 673.20| 330.00000 660.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0219 802-07151 60.000 EACH| 306.00000 18360.00| 300.00000 18000.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0220 802-07152 10.000 EACH| 357.00000 3570.00| 350.00000 3500.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0221 802-07153 9.000 EACH| 367.20000 3304.80| 360.00000 3240.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 802-07154 2.000 EACH| 387.60000 775.20| 380.00000 760.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0223 802-07158 1.000 EACH| 3825.00000 3825.00| 3750.00000 3750.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0224 802-07158 6.000 EACH| 4080.00000 24480.00| 4000.00000 24000.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED | | | 0225 802-07159 3.000 EACH| 3876.00000 11628.00| 3800.00000 11400.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0226 802-07282 3.000 EACH| 4080.00000 12240.00| 4000.00000 12000.00| BOX TRUSS SIGN FOUNDATION, VI-B | | | 0227 802-07282 4.000 EACH| 6038.40000 24153.60| 5920.00000 23680.00| BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0228 802-07285 8.000 EACH| 5304.00000 42432.00| 5200.00000 41600.00| BOX TRUSS SIGN FOUNDATION, VI-C | | | 0229 802-76020 30.000 SFT | 10.20000 306.00| 10.00000 300.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0230 802-76025 169.000 SFT | 10.20000 1723.80| 10.00000 1690.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0231 802-76035 2310.300 SFT | 10.51000 24281.25| 10.30000 23796.09| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0232 802-76045 322.500 SFT | 10.81000 3486.23| 10.60000 3418.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0233 802-76055 180.000 LFT | 4.08000 734.40| 4.00000 720.00| SIGN POST, A | | | 0234 802-76065 25.000 LFT | 4.08000 102.00| 4.00000 100.00| SIGN POST, B | | | 0235 802-76095 20312.000 LBS | 2.55000 51795.60| 2.50000 50780.00| STRUCTURAL STEEL, BREAKAWAY | | | 0236 802-76110 8.000 EACH| 27540.00000 220320.00| 27000.00000 216000.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0237 802-76140 10.000 EACH| 15300.00000 153000.00| 15000.00000 150000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0238 802-76160 4.000 EACH| 867.00000 3468.00| 850.00000 3400.00| BRIDGE BRACKET ASSEMBLY | | | 0239 804-06725 112.000 EACH| 14.79000 1656.48| 64.50000 7224.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0240 804-06740 126.000 EACH| 15.81000 1992.06| 75.50000 9513.00| DELINEATOR WITH POST, D2 | | | 0241 805-01815 2.000 EACH| 1785.00000 3570.00| 1750.00000 3500.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0242 805-01842 3.000 EACH| 795.60000 2386.80| 780.00000 2340.00| HANDHOLE, SIGNAL | | | 0245 805-05406 4.000 EACH| 13056.00000 52224.00| 12800.00000 51200.00| DATA COLLECTION SITE , 3 LANE | | | 0246 805-06592 685.000 LFT | 17.14000 11740.90| 16.80000 11508.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0247 805-78100 1.000 EACH| 9996.00000 9996.00| 9800.00000 9800.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0248 805-78205 2.000 EACH| 693.60000 1387.20| 680.00000 1360.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0249 805-78215 2.000 EACH| 703.80000 1407.60| 690.00000 1380.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0250 805-78415 1.000 EACH| 1479.00000 1479.00| 1450.00000 1450.00| SPAN, CATENARY, AND TETHER | | | 0251 805-78420 1.000 EACH| 204.00000 204.00| 200.00000 200.00| DISCONNECT HANGER | | | 0252 805-78445 1.000 EACH| 408.00000 408.00| 400.00000 400.00| SIGNAL SERVICE | | | 0253 805-78470 828.000 LFT | 0.20000 165.60| 0.20000 165.60| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0254 805-78485 268.000 LFT | 1.12000 300.16| 1.10000 294.80| SIGNAL CABLE, 5C 14GA. | | | 0255 805-78490 110.000 LFT | 1.22000 134.20| 1.20000 132.00| SIGNAL CABLE, 7C 14GA. | | | 0256 805-78510 955.000 LFT | 1.02000 974.10| 1.00000 955.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0257 805-78520 LUMP| 2550.00000 2550.00| 2500.00000 2500.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 805-78785 3.000 EACH| 459.00000 1377.00| 450.00000 1350.00| SIGNAL DETECTOR HOUSING | | | 0259 805-78795 329.000 LFT | 8.16000 2684.64| 8.00000 2632.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0260 805-78925 1.000 EACH| 561.00000 561.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0261 805-81060 2.000 EACH| 3060.00000 6120.00| 3000.00000 6000.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0262 805-86920 6.000 EACH| 17.85000 107.10| 17.50000 105.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0263 805-86935 10.000 EACH| 24.58000 245.80| 24.10000 241.00| INSULATING LINK, WATERPROOFED | | | 0264 805-92504 2.000 EACH| 224.40000 448.80| 220.00000 440.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0265 805-92512 2.000 EACH| 897.60000 1795.20| 880.00000 1760.00| MICROLOOP DETECTOR | | | 0266 807-02108 15.000 EACH| 357.00000 5355.00| 350.00000 5250.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0267 807-02191 4.000 EACH| 795.60000 3182.40| 780.00000 3120.00| HANDHOLE, LIGHTING | | | 0268 807-04119 2.000 EACH| 765.00000 1530.00| 750.00000 1500.00| LIGHT POLE FOUNDATION, ADJUST TO GRADE | | | 0269 807-04651 185.000 LFT | 3.57000 660.45| 3.50000 647.50| WIRE , XHHW, NO. 4 CU., IN PLASTIC DUCT,| | | IN CONDUIT, 4 1/C | | | 0270 807-04651 649.000 LFT | 3.57000 2316.93| 3.50000 2271.50| WIRE , XHHW, NO. 4 CU., IN PLASTIC DUCT,| | | IN TRENCH, 4 1/C | | | 0271 807-82005 1.000 EACH| 1020.00000 1020.00| 1000.00000 1000.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0272 807-82016 3.000 EACH| 663.00000 1989.00| 650.00000 1950.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0273 807-82017 1.000 EACH| 693.60000 693.60| 680.00000 680.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0274 807-86910 7.000 EACH| 29.38000 205.66| 28.80000 201.60| CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 807-86915 12.000 EACH| 32.95000 395.40| 32.80000 393.60| CONNECTOR KIT, FUSED | | | 0276 807-86950 18.000 EACH| 27.03000 486.54| 26.50000 477.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0277 807-92585 2.000 EACH| 612.00000 1224.00| 600.00000 1200.00| LIGHT POLE RESET | | | 0278 808-01329 4.000 EACH| 139.74000 558.96| 137.00000 548.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0280 808-04767 448.000 LFT | 2.65000 1187.20| 2.60000 1164.80| LINE , POLYUREA, BROKEN, WHITE, 6 IN. | | | 0281 808-04767 49231.000 LFT | 1.17000 57600.27| 1.15000 56615.65| LINE , POLYUREA, SOLID, WHITE, 4 IN. | | | 0282 808-04767 3308.000 LFT | 2.50000 8270.00| 2.45000 8104.60| LINE , POLYUREA, SOLID, WHITE, 8 IN. | | | 0283 808-04767 850.000 LFT | 5.07000 4309.50| 4.97000 4224.50| LINE , POLYUREA, SOLID, YELLOW, 12 IN. | | | 0284 808-04767 48182.000 LFT | 1.17000 56372.94| 0.01000 481.82| LINE , POLYUREA, SOLID, YELLOW, 4 IN. | | | 0285 808-04767 182.000 LFT | 2.65000 482.30| 2.60000 473.20| LINE , POLYUREA, SOLID, YELLOW, 6 IN. | | | 0286 808-06701 1603.000 LFT | 0.20000 320.60| 0.20000 320.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0287 808-06703 24541.000 LFT | 0.20000 4908.20| 0.20000 4908.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0288 808-06716 60201.000 LFT | 0.56000 33712.56| 0.55000 33110.55| LINE, REMOVE | | | 0289 808-75245 24182.000 LFT | 0.20000 4836.40| 0.20000 4836.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0290 808-75297 149.000 LFT | 6.63000 987.87| 6.50000 968.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0291 808-75320 5.000 EACH| 153.00000 765.00| 150.00000 750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0292 808-75325 5.000 EACH| 204.00000 1020.00| 200.00000 1000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0293 808-75996 1445.000 EACH| 3.00000 4335.00| 3.00000 4335.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0294 808-75998 1874.000 EACH| 17.85000 33450.90| 17.50000 32795.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0295 808-98796 157.000 LFT | 1.38000 216.66| 1.35000 211.95| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0296 108-01614 LUMP| 15600.00000 15600.00| 8500.00000 8500.00| PARTNERING OVERHEAD | | | 0297 202-94954 2070.000 LFT | 30.91000 63983.70| 8.20000 16974.00| BARRIER WALL, CONCRETE, REMOVE | | | 0298 601-06236 2.000 EACH| 19890.00000 39780.00| 19676.55000 39353.10| IMPACT ATTENUATOR, R1, W2, TL-2 | | | 0299 601-06246 1.000 EACH| 36210.00000 36210.00| 36853.10000 36853.10| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0300 611-52817 2.000 EACH| 18474.27000 36948.54| 40000.00000 80000.00| TEMPORARY CROSSOVER, B | | | 0301 713-97149 4.000 EACH| 22690.18000 90760.72| 57750.00000 231000.00| TEMPORARY RAMP | | | 0302 715-05116 1.000 LFT | 8.59000 8.59| 220.00000 220.00| PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0303 715-04612 2.000 LFT | 10.29000 20.58| 275.00000 550.00| PIPE , TYPE 1, CIRCULAR, 10 IN. | | | 0304 715-05119 78.000 LFT | 21.39000 1668.42| 37.00000 2886.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0305 715-05121 10.000 LFT | 22.70000 227.00| 49.00000 490.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0306 715-05122 12.000 LFT | 25.17000 302.04| 62.00000 744.00| PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0307 715-05123 12.000 LFT | 28.83000 345.96| 66.00000 792.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0308 715-46005 12.000 EACH| 383.32000 4599.84| 330.00000 3960.00| PIPE END SECTION, 15 IN. | | | 0309 715-46015 2.000 EACH| 398.69000 797.38| 600.00000 1200.00| PIPE END SECTION, 21 IN. | | | 0310 715-46020 2.000 EACH| 418.46000 836.92| 700.00000 1400.00| PIPE END SECTION, 24 IN. | | | 0311 715-04612 64.000 LFT | 228.48000 14622.72| 224.00000 14336.00| PIPE INSTALLATION, TRENCHLESS, 21 IN. | | | OR ALTERNATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0312 716-07632 4523.000 LFT | 171.36000 775061.28| 168.00000 759864.00| PIPE INSTALLATION, TRENCHLESS, 18 IN. , | | | OR ALTERNATE | | | 0313 716-07635 2260.000 LFT | 0.01000 22.60| 240.00000 542400.00| PIPE INSTALLATION, TRENCHLESS, 36 IN. , | | | OR ALTERNATE | | | 0314 722-60824 2260.000 SYS | 18.36000 41493.60| 5.00000 11300.00| SURFACE MILLING | | | 0315 728-98377 LUMP| 2611.20000 2611.20| 4280.00000 4280.00| MASONRY COATING , STR. NO. 1 | | | 0316 728-98377 LUMP| 5125.50000 5125.50| 9100.00000 9100.00| MASONRY COATING , STR. NO. 3 | | | 0317 728-98377 LUMP| 3345.60000 3345.60| 4740.00000 4740.00| MASONRY COATING , STR. NO. 4 | | | 0318 731-93945 2497.000 SFT | 13.26000 33110.22| 12.80000 31961.60| FACE PANELS, CONCRETE , STR. NO. 5 | | | 0319 731-93946 2497.000 SFT | 10.20000 25469.40| 7.00000 17479.00| WALL ERECTION , STR. NO. 5 | | | 0320 801-09133 4.000 EACH| 32124.90000 128499.60| 12360.00000 49440.00| TEMPORARY CHANGEABLE MESSAGE SIGN , | | | ATMS/ATIS | | | 0321 802-76170 48.500 LFT | 122.40000 5936.40| 120.00000 5820.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) , BOX TRUSS | | | 0322 802-76175 65.000 LFT | 122.40000 7956.00| 120.00000 7800.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) , CANTILEVER | | | 0323 805-06592 24300.000 LFT | 6.63000 161109.00| 6.50000 157950.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0324 808-75061 26143.000 LFT | 3.21000 83919.03| 3.15000 82350.45| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0325 805-01842 99.000 EACH| 816.00000 80784.00| 800.00000 79200.00| HANDHOLE, SIGNAL , WATERTIGHT, MODIFIED | | | 0326 210-07739 4.000 EACH| 34557.60000 138230.40| 33880.00000 135520.00| TEMPORARY TRAFFIC SIGNAL | | | 0327 714-02544 8.000 EACH| 5007.30000 40058.40| 3300.00000 26400.00| WINGWALL, PRECAST CONCRETE , 5 FT. X 2 | | | FT. | | | 0328 714-02544 8.000 EACH| 6303.65000 50429.20| 4900.00000 39200.00| WINGWALL, PRECAST CONCRETE , 7 FT. X 3 | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 220 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,927,448.01 (A + B) ROUTE : 69 CALL ORDER : 220 CONTRACT ID : R -27115-A COUNTIES : ALLEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0329 714-02544 4.000 EACH| 7509.72000 30038.88| 5900.00000 23600.00| WINGWALL, PRECAST CONCRETE , 9 FT. X 5 | | | FT. | | | 0330 714-02544 4.000 EACH| 9314.59000 37258.36| 10200.00000 40800.00| WINGWALL, PRECAST CONCRETE , 13 FT. X 8 | | | FT. | | | SECTION TOTALS | A = $ 45,960,577.55| A = $ 48,528,041.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 48,420,577.55| A + B = $ 50,853,041.83| ==================================================================================================================================== CONTRACT DAYS 164 155 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3282006 3282006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 719,230.00 100.0000% 2 35-1878024 RAGLE, INC. $ 732,845.92 101.8931% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 849,642.15 118.1321% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1600.00000 19200.00| 600.00000 7200.00| 1240.00000 14880.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 36500.00000 36500.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22070.32000 22070.32| 22000.00000 22000.00| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 21.000 SYS | 17.00000 357.00| 25.00000 525.00| 23.00000 483.00 PAVEMENT REMOVAL | | | 0006 202-02241 2616.000 LFT | 2.30000 6016.80| 2.30000 6016.80| 3.00000 7848.00 GUARDRAIL, REMOVE | | | 0007 202-02272 1870.000 LFT | 4.40000 8228.00| 3.50000 6545.00| 7.00000 13090.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-74075 2.000 EACH| 1160.00000 2320.00| 750.00000 1500.00| 1700.00000 3400.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0009 203-02000 15242.000 CYS | 5.63000 85812.46| 8.00000 121936.00| 8.70000 132605.40 EXCAVATION, COMMON | | | 0010 205-06931 122.700 TON | 30.00000 3681.00| 20.00000 2454.00| 27.00000 3312.90 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 970.000 LFT | 2.00000 1940.00| 1.00000 970.00| 1.75000 1697.50 TEMPORARY SILT FENCE | | | 0012 207-07500 6575.000 SYS | 3.60000 23670.00| 3.00000 19725.00| 8.40000 55230.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-02050 172.000 CYS | 17.25000 2967.00| 28.00000 4816.00| 37.00000 6364.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 1400.000 TON | 19.80000 27720.00| 20.00000 28000.00| 19.40000 27160.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07491 9.400 TON | 200.00000 1880.00| 100.00000 940.00| 230.00000 2162.00 HMA PATCHING, TYPE C | | | 0016 306-08033 897.000 SYS | 7.50000 6727.50| 6.00000 5382.00| 3.70000 3318.90 MILLING, ASPHALT, 1 IN. | | | 0017 402-07434 1210.000 TON | 46.00000 55660.00| 46.00000 55660.00| 48.70000 58927.00 HMA SURFACE, TYPE C | | | 0018 402-07439 880.000 TON | 38.00000 33440.00| 38.00000 33440.00| 40.30000 35464.00 HMA INTERMEDIATE, TYPE C | | | 0019 402-07442 1168.000 TON | 35.00000 40880.00| 35.00000 40880.00| 37.10000 43332.80 HMA BASE, TYPE C | | | 0020 404-05511 4117.000 SYS | 1.60000 6587.20| 1.60000 6587.20| 1.65000 6793.05 SEAL COAT, 2 | | | 0021 405-05518 4056.000 SYS | 1.00000 4056.00| 1.00000 4056.00| 1.10000 4461.60 ASPHALT FOR PRIME COAT | | | 0022 406-05521 18392.000 SYS | 0.10000 1839.20| 0.10000 1839.20| 0.10000 1839.20 ASPHALT FOR TACK COAT | | | 0023 601-01839 2.000 EACH| 1725.00000 3450.00| 1725.00000 3450.00| 1435.00000 2870.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06233 4.000 EACH| 6750.00000 27000.00| 6750.00000 27000.00| 8060.00000 32240.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0025 601-94689 7.000 EACH| 1945.00000 13615.00| 1945.00000 13615.00| 2090.00000 14630.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1437.500 LFT | 11.10000 15956.25| 11.10000 15956.25| 11.00000 15812.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 603-06060 50.000 LFT | 10.00000 500.00| 10.00000 500.00| 21.00000 1050.00 FENCE, FARM FIELD, RESET | | | 0028 610-07486 68.000 TON | 110.00000 7480.00| 110.00000 7480.00| 122.00000 8296.00 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 2.000 EACH| 170.00000 340.00| 170.00000 340.00| 135.00000 270.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 3.000 EACH| 460.00000 1380.00| 460.00000 1380.00| 520.00000 1560.00 MONUMENT, B | | | 0031 616-02320 2300.000 SYS | 2.20000 5060.00| 2.00000 4600.00| 2.30000 5290.00 GEOTEXTILES | | | 0032 616-06451 1264.000 TON | 26.00000 32864.00| 23.00000 29072.00| 27.00000 34128.00 RIPRAP, UNIFORM | | | 0033 621-06545 1.300 TON | 630.00000 819.00| 570.00000 741.00| 610.00000 793.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06548 20.100 LBS | 33.00000 663.30| 30.00000 603.00| 32.00000 643.20 SEED MIXTURE, CV | | | 0035 621-06554 450.000 LBS | 3.50000 1575.00| 3.05000 1372.50| 3.30000 1485.00 SEED MIXTURE, U | | | 0036 621-06565 6.200 TON | 480.00000 2976.00| 430.00000 2666.00| 460.00000 2852.00 MULCHING MATERIAL | | | 0037 715-04612 50.000 LFT | 23.00000 1150.00| 10.00000 500.00| 7.00000 350.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 10 IN. | | | 0038 715-04612 50.000 LFT | 20.00000 1000.00| 6.00000 300.00| 7.00000 350.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 4 IN. | | | 0039 715-04612 50.000 LFT | 21.00000 1050.00| 7.00000 350.00| 7.00000 350.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 6 IN. | | | 0040 715-04612 50.000 LFT | 22.00000 1100.00| 8.00000 400.00| 7.00000 350.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 8 IN. | | | 0041 715-04612 137.000 LFT | 95.00000 13015.00| 125.00000 17125.00| 167.00000 22879.00 PIPE , TYPE 1, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | 0042 715-05115 28.000 LFT | 29.00000 812.00| 10.00000 280.00| 9.00000 252.00 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0043 715-05118 34.000 LFT | 31.00000 1054.00| 25.00000 850.00| 27.00000 918.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0044 715-05121 55.000 LFT | 46.00000 2530.00| 35.00000 1925.00| 36.00000 1980.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0045 715-05422 68.000 LFT | 165.00000 11220.00| 100.00000 6800.00| 123.00000 8364.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0046 801-06203 4538.000 LFT | 0.14000 635.32| 0.14000 635.32| 0.20000 907.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 4624.000 LFT | 0.84000 3884.16| 0.84000 3884.16| 0.90000 4161.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06216 82.000 LFT | 2.00000 164.00| 2.00000 164.00| 90.00000 7380.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0049 801-06640 28.000 EACH| 80.00000 2240.00| 80.00000 2240.00| 95.00000 2660.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 802-05701 163.000 LFT | 9.00000 1467.00| 9.00000 1467.00| 10.80000 1760.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-05702 109.000 LFT | 8.25000 899.25| 8.25000 899.25| 7.80000 850.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0053 802-07159 6.000 EACH| 3156.25000 18937.50| 3156.25000 18937.50| 3115.00000 18690.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0054 802-76025 131.200 SFT | 14.40000 1889.28| 14.40000 1889.28| 23.00000 3017.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0055 802-76035 144.000 SFT | 16.80000 2419.20| 16.80000 2419.20| 10.90000 1569.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0056 802-76045 53.293 SFT | 19.20000 1023.23| 19.20000 1023.23| 11.60000 618.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0057 802-76100 3.000 EACH| 8562.50000 25687.50| 8562.50000 25687.50| 10375.00000 31125.00 SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0058 802-91122 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 59.00000 59.00 SIGN, GROUND MOUNTED, RESET | | | 0059 805-01815 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1815.00000 7260.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0060 805-01842 9.000 EACH| 687.50000 6187.50| 687.50000 6187.50| 675.00000 6075.00 HANDHOLE, SIGNAL | | | 0061 805-01879 1.000 EACH| 480.00000 480.00| 480.00000 480.00| 485.00000 485.00 SIGNAL SERVICE, INSTALL | | | 0062 805-02087 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 1450.00000 1450.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0063 805-06592 1407.000 LFT | 10.60000 14914.20| 10.60000 14914.20| 14.10000 19838.70 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0064 805-06834 1.000 EACH| 9200.00000 9200.00| 9200.00000 9200.00| 8165.00000 8165.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0065 805-78205 10.000 EACH| 648.00000 6480.00| 648.00000 6480.00| 540.00000 5400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0066 805-78415 3.000 EACH| 1320.00000 3960.00| 1320.00000 3960.00| 1575.00000 4725.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 805-78420 4.000 EACH| 240.00000 960.00| 240.00000 960.00| 215.00000 860.00 DISCONNECT HANGER | | | 0068 805-78467 51.000 LFT | 1.65000 84.15| 1.65000 84.15| 1.90000 96.90 SIGNAL CABLE, 3C 8GA. | | | 0069 805-78470 1940.000 LFT | 0.36000 698.40| 0.36000 698.40| 0.40000 776.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0070 805-78485 764.000 LFT | 1.10000 840.40| 1.10000 840.40| 0.60000 458.40 SIGNAL CABLE, 5C 14GA. | | | 0071 805-78490 1500.000 LFT | 1.20000 1800.00| 1.20000 1800.00| 1.10000 1650.00 SIGNAL CABLE, 7C 14GA. | | | 0072 805-78510 5047.000 LFT | 0.84000 4239.48| 0.84000 4239.48| 0.70000 3532.90 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0073 805-78784 10.000 EACH| 60.00000 600.00| 60.00000 600.00| 205.00000 2050.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0074 805-78785 6.000 EACH| 450.00000 2700.00| 450.00000 2700.00| 590.00000 3540.00 SIGNAL DETECTOR HOUSING | | | 0075 805-78795 646.000 LFT | 8.00000 5168.00| 8.00000 5168.00| 8.40000 5426.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0076 805-78925 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0077 805-81060 4.000 EACH| 3812.50000 15250.00| 3812.50000 15250.00| 3058.00000 12232.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0078 808-06703 3994.000 LFT | 0.26000 1038.44| 0.26000 1038.44| 0.50000 1997.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0079 808-06705 252.000 LFT | 1.00000 252.00| 1.00000 252.00| 0.80000 201.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0080 808-06716 1336.000 LFT | 0.30000 400.80| 0.30000 400.80| 1.00000 1336.00 LINE, REMOVE | | | 0081 808-75215 245.000 LFT | 1.50000 367.50| 1.50000 367.50| 2.00000 490.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0082 808-75245 1616.000 LFT | 0.26000 420.16| 0.26000 420.16| 0.40000 646.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0083 808-75297 164.000 LFT | 3.00000 492.00| 3.00000 492.00| 4.40000 721.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0084 808-75320 4.000 EACH| 64.00000 256.00| 64.00000 256.00| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0085 808-75998 62.000 EACH| 25.00000 1550.00| 25.00000 1550.00| 58.00000 3596.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 778,597.20 ROUTE : 65 CALL ORDER : 230 CONTRACT ID : R -27145-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1878024 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 808-92027 1060.000 LFT | 1.00000 1060.00| 1.00000 1060.00| 0.80000 848.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0087 808-96016 115.000 LFT | 1.50000 172.50| 1.50000 172.50| 2.20000 253.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0088 203-02010 45.000 CYS | 125.00000 5625.00| 125.00000 5625.00| 272.00000 12240.00 EXCAVATION, ROCK | | | SECTION TOTALS | $ 719,230.00| $ 732,845.92| $ 849,642.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 719,230.00| $ 732,845.92| $ 849,642.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,649,264.95 ROUTE : 52 CALL ORDER : 240 CONTRACT ID : R -27161-A COUNTIES : FRANKLIN LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0826017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 2,350,051.12 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 2,377,923.07 101.1860% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,419,449.52 102.9530% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1385672 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 30148.00000 30148.00| 21400.00000 21400.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 65.000 MOS | 80.00000 5200.00| 131.00000 8515.00| 130.00000 8450.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-07039 20.000 MOS | 1000.00000 20000.00| 1460.00000 29200.00| 1300.00000 26000.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 117500.00000 117500.00| 125000.00000 125000.00| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 82250.00000 82250.00| 97000.00000 97000.00| 85000.00000 85000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 466.000 m | 8.50000 3961.00| 9.00000 4194.00| 7.70000 3588.20 GUARDRAIL, REMOVE | | | 0007 202-60820 360.000 m2 | 26.00000 9360.00| 6.50000 2340.00| 10.00000 3600.00 SURFACE MILLING, ASPHALT | | | 0008 202-74045 12.000 EACH| 75.00000 900.00| 60.00000 720.00| 72.00000 864.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 203-02000 2950.000 m3 | 15.00000 44250.00| 28.60000 84370.00| 18.00000 53100.00 EXCAVATION, COMMON | | | 0010 203-02070 1193.000 m3 | 15.25000 18193.25| 20.20000 24098.60| 15.00000 17895.00 BORROW | | | 0011 203-02588 958.000 m2 | 120.00000 114960.00| 205.00000 196390.00| 240.00000 229920.00 LAGGING, PRECAST CONCRETE | | | 0012 203-02590 201.000 m | 500.00000 100500.00| 444.00000 89244.00| 600.00000 120600.00 PIER, DRILL IN BEDROCK SOCKET | | | 0013 203-02591 458.000 m | 380.00000 174040.00| 382.00000 174956.00| 700.00000 320600.00 PIER, FORMED, DRILL ABOVE BEDROCK SOCKET| | | 0014 203-02592 593.000 m | 450.00000 266850.00| 405.00000 240165.00| 300.00000 177900.00 PIER, NONFORMED, DRILL ABOVE BEDROCK | | | SOCKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,649,264.95 ROUTE : 52 CALL ORDER : 240 CONTRACT ID : R -27161-A COUNTIES : FRANKLIN LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1385672 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02594 54.000 EACH| 2150.00000 116100.00| 2150.75000 116140.50| 1450.00000 78300.00 TIEBACK , 414 kN LOAD | | | 0016 203-02594 67.000 EACH| 2350.00000 157450.00| 2250.75000 150800.25| 1900.00000 127300.00 TIEBACK , 605kN, LOAD | | | 0017 203-02594 13.000 EACH| 3300.00000 42900.00| 2600.75000 33809.75| 2440.00000 31720.00 TIEBACK , 792 kN LOAD | | | 0018 204-02586 2.000 EACH| 1450.00000 2900.00| 525.00000 1050.00| 875.00000 1750.00 CREEP TEST | | | 0019 204-02587 3.000 EACH| 5000.00000 15000.00| 2250.00000 6750.00| 875.00000 2625.00 FAILURE TEST | | | 0020 204-02589 13.000 EACH| 400.00000 5200.00| 200.00000 2600.00| 670.00000 8710.00 PERFORMANCE TEST | | | 0021 204-02593 134.000 EACH| 125.00000 16750.00| 100.00000 13400.00| 255.00000 34170.00 PROOF TEST | | | 0023 205-02236 1.000 EACH| 85.00000 85.00| 70.00000 70.00| 71.00000 71.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 205-03371 10.000 m3 | 30.00000 300.00| 78.00000 780.00| 11.50000 115.00 SEDIMENT REMOVE | | | 0025 205-06931 32.200 Mg | 96.00000 3091.20| 54.00000 1738.80| 80.00000 2576.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06937 420.000 m | 5.50000 2310.00| 5.45000 2289.00| 5.55000 2331.00 TEMPORARY SILT FENCE | | | 0027 207-07500 3993.000 m2 | 16.00000 63888.00| 14.50000 57898.50| 7.00000 27951.00 SUBGRADE TREATMENT, TYPE C | | | 0028 210-05725 823.000 m3 | 50.00000 41150.00| 21.65000 17817.95| 10.00000 8230.00 CONCRETE FOR DRILLED PIER, PUMPED | | | 0029 210-05726 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| 2000.00000 2000.00 TECHNIQUE SHAFT | | | 0030 210-07562 20.000 m | 150.00000 3000.00| 92.00000 1840.00| 75.00000 1500.00 TEMPORARY PIPE, CIRCULAR, 600 mm | | | 0031 211-02050 3948.000 m3 | 20.00000 78960.00| 22.32000 88119.36| 30.00000 118440.00 B BORROW | | | 0032 211-07454 177.000 m3 | 30.00000 5310.00| 45.00000 7965.00| 20.00000 3540.00 STRUCTURE BACKFILL | | | 0033 213-52830 290.000 m3 | 115.00000 33350.00| 122.00000 35380.00| 120.00000 34800.00 FLOWABLE MORTAR | | | 0034 303-01180 932.000 Mg | 20.00000 18640.00| 22.54000 21007.28| 18.00000 16776.00 COMPACTED AGGREGATE, NO. 53 | | | 0035 303-05963 256.000 m3 | 44.00000 11264.00| 43.80000 11212.80| 110.00000 28160.00 AGGREGATE , 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,649,264.95 ROUTE : 52 CALL ORDER : 240 CONTRACT ID : R -27161-A COUNTIES : FRANKLIN LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1385672 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 401-06264 LUMP| 2200.00000 2200.00| 1500.00000 1500.00| 2030.00000 2030.00 PROFILOGRAPH, HMA | | | 0037 401-07430 626.000 Mg | 53.00000 33178.00| 53.75000 33647.50| 49.25000 30830.50 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0038 402-07433 294.000 Mg | 70.00000 20580.00| 57.50000 16905.00| 64.75000 19036.50 HMA SURFACE, TYPE B | | | 0039 402-07438 485.000 Mg | 53.00000 25705.00| 47.00000 22795.00| 49.25000 23886.25 HMA INTERMEDIATE, TYPE B | | | 0040 402-07441 1316.000 Mg | 47.00000 61852.00| 42.00000 55272.00| 43.25000 56917.00 HMA BASE, TYPE B | | | 0041 404-05511 810.000 m2 | 5.75000 4657.50| 5.00000 4050.00| 5.40000 4374.00 SEAL COAT, 2 | | | 0042 405-05518 851.000 m2 | 2.25000 1914.75| 1.00000 851.00| 2.09000 1778.59 ASPHALT FOR PRIME COAT | | | 0043 406-05521 12888.000 m2 | 0.10000 1288.80| 0.10000 1288.80| 0.11000 1417.68 ASPHALT FOR TACK COAT | | | 0044 601-07023 1.000 EACH| 11500.00000 11500.00| 7200.00000 7200.00| 11500.00000 11500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0045 601-99105 450.000 m | 40.00000 18000.00| 35.00000 15750.00| 39.00000 17550.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0046 601-99132 2.000 EACH| 60.00000 120.00| 120.00000 240.00| 56.00000 112.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0047 602-06639 180.000 m | 115.00000 20700.00| 107.58000 19364.40| 117.00000 21060.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0048 602-06646 380.000 m | 105.00000 39900.00| 92.00000 34960.00| 105.00000 39900.00 TEMPORARY CONCRETE BARRIER | | | 0049 607-06340 260.000 m | 88.00000 22880.00| 120.00000 31200.00| 115.00000 29900.00 PAVED SIDE DITCH, B | | | 0050 610-05527 10.000 Mg | 220.00000 2200.00| 80.00000 800.00| 210.00000 2100.00 HMA FOR APPROACHES | | | 0051 615-06505 1.000 EACH| 500.00000 500.00| 650.00000 650.00| 475.00000 475.00 MONUMENT, B | | | 0052 615-06515 17.000 EACH| 75.00000 1275.00| 65.00000 1105.00| 145.00000 2465.00 MONUMENT, D | | | 0053 616-02320 4880.000 m2 | 2.00000 9760.00| 3.00000 14640.00| 1.75000 8540.00 GEOTEXTILES | | | 0054 616-06405 892.000 Mg | 19.00000 16948.00| 23.50000 20962.00| 25.00000 22300.00 RIPRAP, REVETMENT | | | 0055 621-01004 2.000 EACH| 750.00000 1500.00| 500.00000 1000.00| 510.00000 1020.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,649,264.95 ROUTE : 52 CALL ORDER : 240 CONTRACT ID : R -27161-A COUNTIES : FRANKLIN LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1385672 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06545 2.100 Mg | 400.00000 840.00| 300.00000 630.00| 306.00000 642.60 FERTILIZER | | | 0057 621-06548 25.000 kg | 75.00000 1875.00| 60.00000 1500.00| 61.00000 1525.00 SEED MIXTURE, CV | | | 0058 621-06553 430.000 kg | 5.50000 2365.00| 3.00000 1290.00| 3.05000 1311.50 SEED MIXTURE, R | | | 0059 621-06565 10.200 Mg | 425.00000 4335.00| 325.00000 3315.00| 330.00000 3366.00 MULCHING MATERIAL | | | 0060 621-06567 0.400 kL | 0.55000 0.22| 10.00000 4.00| 10.00000 4.00 WATER | | | 0061 621-06574 19.800 m2 | 60.00000 1188.00| 15.00000 297.00| 15.50000 306.90 SODDING | | | 0062 714-94664 24.000 m | 750.00000 18000.00| 1245.00000 29880.00| 1150.00000 27600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0065 715-05049 300.000 m | 12.50000 3750.00| 28.24000 8472.00| 10.00000 3000.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0066 715-05053 353.000 m | 80.00000 28240.00| 68.70000 24251.10| 70.00000 24710.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05123 15.000 m | 225.00000 3375.00| 737.08000 11056.20| 210.00000 3150.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0068 718-06529 10.000 EACH| 500.00000 5000.00| 550.00000 5500.00| 725.00000 7250.00 OUTLET PROTECTOR, 2 | | | 0069 718-52610 76.000 m3 | 60.00000 4560.00| 42.61000 3238.36| 47.00000 3572.00 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 2432.000 m2 | 2.00000 4864.00| 2.32000 5642.24| 1.25000 3040.00 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45030 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 1200.00000 1200.00 INLET, E7 | | | 0072 801-01093 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 975.00000 3900.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0073 801-01851 LUMP| 60000.00000 60000.00| 42697.62000 42697.62| 34250.00000 34250.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0074 801-06203 2040.000 m | 1.10000 2244.00| 0.65000 1326.00| 1.02000 2080.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 1420.000 m | 3.00000 4260.00| 2.95000 4189.00| 2.92000 4146.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06577 28.800 m | 20.00000 576.00| 17.70000 509.76| 17.50000 504.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,649,264.95 ROUTE : 52 CALL ORDER : 240 CONTRACT ID : R -27161-A COUNTIES : FRANKLIN LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1385672 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06640 15.000 EACH| 185.00000 2775.00| 85.00000 1275.00| 169.00000 2535.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 4.000 EACH| 45.00000 180.00| 50.00000 200.00| 40.75000 163.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 76211.00000 76211.00| 63576.00000 63576.00| 59000.00000 59000.00 MAINTAINING TRAFFIC | | | 0080 801-07118 28.800 m | 42.00000 1209.60| 28.00000 806.40| 39.00000 1123.20 BARRICADE, III-A | | | 0081 801-07119 9.000 m | 42.00000 378.00| 32.00000 288.00| 39.00000 351.00 BARRICADE, III-B | | | 0082 801-97643 173.000 m | 20.00000 3460.00| 17.50000 3027.50| 17.90000 3096.70 TEMPORARY BUZZ STRIPS | | | 0083 802-76035 1.820 m2 | 180.00000 327.60| 180.00000 327.60| 175.00000 318.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 802-76055 16.800 m | 14.00000 235.20| 25.00000 420.00| 12.75000 214.20 SIGN POST, A | | | 0085 808-06713 900.000 m | 0.75000 675.00| 0.65000 585.00| 0.68000 612.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 900.000 m | 0.75000 675.00| 0.65000 585.00| 0.68000 612.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-06716 360.000 m | 0.50000 180.00| 1.35000 486.00| 0.45000 162.00 LINE, REMOVE | | | 0088 808-75998 38.000 EACH| 40.00000 1520.00| 43.65000 1658.70| 26.00000 988.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 715-04612 2594.000 m | 59.00000 153046.00| 54.90000 142410.60| 60.00000 155640.00 PIPE , TYPE 4, CIRCULAR, 38 mm, | | | NON-SLOTTED | | | 0091 715-04612 865.000 m | 59.00000 51035.00| 54.90000 47488.50| 60.00000 51900.00 PIPE , TYPE 4, CIRCULAR, 38 mm, SLOTTED | | | SECTION TOTALS | $ 2,350,051.12| $ 2,377,923.07| $ 2,419,449.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,350,051.12| $ 2,377,923.07| $ 2,419,449.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 742,080.32 ROUTE : SR 129 CALL ORDER : 260 CONTRACT ID : R -27289-A COUNTIES : SWITZERLAND LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 337800C 337800D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1564026 WINGHAM PAVING INC. $ 690,585.13 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 813,227.78 117.7592% ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1991044 | |WINGHAM PAVING INC. |JOHNSON COMPANY INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 105-06845 LUMP| 57650.00000 57650.00| 91400.00000 91400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1225.00000 14700.00| 1650.00000 19800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30480.00000 30480.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 235925.00000 235925.00| 430000.00000 430000.00| CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 19815.00000 19815.00| 6000.00000 6000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 109 | | | 0006 202-03000 LUMP| 7815.00000 7815.00| 7100.00000 7100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 115 | | | 0007 202-03000 LUMP| 13635.00000 13635.00| 5900.00000 5900.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0008 202-03000 LUMP| 4505.00000 4505.00| 3000.00000 3000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 136 | | | 0009 202-03000 LUMP| 10840.00000 10840.00| 4900.00000 4900.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0010 202-03000 LUMP| 3995.00000 3995.00| 5500.00000 5500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0011 202-03000 LUMP| 12550.00000 12550.00| 7000.00000 7000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 742,080.32 ROUTE : SR 129 CALL ORDER : 260 CONTRACT ID : R -27289-A COUNTIES : SWITZERLAND LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1564026 |(2) 35-1991044 | |WINGHAM PAVING INC. |JOHNSON COMPANY INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 19625.00000 19625.00| 8500.00000 8500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0013 202-03000 LUMP| 3535.00000 3535.00| 3100.00000 3100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0014 202-03000 LUMP| 6105.00000 6105.00| 4600.00000 4600.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0015 202-03000 LUMP| 16085.00000 16085.00| 9100.00000 9100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 67 | | | 0016 202-03000 LUMP| 8160.00000 8160.00| 8100.00000 8100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 69 | | | 0017 205-06931 112.000 Mg | 28.00000 3136.00| 35.00000 3920.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 11734.000 m | 4.20000 49282.80| 4.15000 48696.10| TEMPORARY SILT FENCE | | | 0019 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06545 32.900 Mg | 365.00000 12008.50| 320.00000 10528.00| FERTILIZER | | | 0021 621-06557 6034.500 kg | 5.45000 32888.02| 2.85000 17198.33| SEED MIXTURE, T | | | 0022 621-06559 4575.700 m2 | 0.44000 2013.31| 0.50000 2287.85| MULCHED SEEDING, R | | | 0023 621-06565 164.500 Mg | 425.00000 69912.50| 375.00000 61687.50| MULCHING MATERIAL | | | 0024 801-06640 17.000 EACH| 162.00000 2754.00| 130.00000 2210.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 42190.00000 42190.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0026 105-07577 40.000 MOS | 257.00000 10280.00| 50.00000 2000.00| CELLULAR SERVICE | | | SECTION TOTALS | $ 690,585.13| $ 813,227.78| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 690,585.13| $ 813,227.78| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/02/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J470001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,340,928.70 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,364,684.43 101.7715% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 28000.00000 28000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1200.00000 14400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 66000.00000 66000.00| 68200.00000 68200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 9100.00000 9100.00| CLEARING RIGHT OF WAY | | | 0005 202-02245 4.000 EACH| 400.00000 1600.00| 130.00000 520.00| TREE, 150 mm, REMOVE | | | 0006 202-02250 3.000 EACH| 425.00000 1275.00| 240.00000 720.00| TREE, 250 mm, REMOVE | | | 0007 202-02255 7.000 EACH| 500.00000 3500.00| 430.00000 3010.00| TREE, 460 mm, REMOVE | | | 0008 202-02260 6.000 EACH| 900.00000 5400.00| 780.00000 4680.00| TREE, 760 mm, REMOVE | | | 0009 202-02265 2.000 EACH| 1200.00000 2400.00| 1600.00000 3200.00| TREE, 1220 mm, REMOVE | | | 0010 202-02271 2.000 EACH| 290.00000 580.00| 100.00000 200.00| HEADWALL, REMOVE | | | 0011 202-02273 9.400 m2 | 31.00000 291.40| 75.00000 705.00| CENTER CURB, CONCRETE, REMOVE | | | 0012 202-02279 71.000 m | 16.30000 1157.30| 50.00000 3550.00| CURB AND GUTTER, REMOVE | | | 0013 202-52710 148.700 m2 | 7.60000 1130.12| 12.00000 1784.40| SIDEWALK, CONCRETE, REMOVE | | | 0014 202-78515 LUMP| 3200.00000 3200.00| 1700.00000 1700.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-91385 6.000 EACH| 645.00000 3870.00| 250.00000 1500.00| INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-91922 1.000 EACH| 582.00000 582.00| 175.00000 175.00| STUMP, REMOVE | | | 0017 202-93615 621.100 m2 | 9.40000 5838.34| 12.00000 7453.20| CONCRETE, REMOVE | | | 0018 202-96128 18.700 m | 46.70000 873.29| 35.00000 654.50| GUTTER, CONCRETE, REMOVE | | | 0019 202-96133 40.000 m | 21.80000 872.00| 50.00000 2000.00| PIPE, REMOVE | | | 0020 203-02000 3009.100 m3 | 16.80000 50552.88| 34.00000 102309.40| EXCAVATION, COMMON | | | 0021 205-06932 21.000 m | 46.25000 971.25| 15.50000 325.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0022 205-06933 3.000 EACH| 75.00000 225.00| 45.00000 135.00| TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 126.000 m | 9.35000 1178.10| 4.90000 617.40| TEMPORARY SILT FENCE | | | 0024 207-07500 10661.000 m2 | 2.00000 21322.00| 6.50000 69296.50| SUBGRADE TREATMENT, TYPE C | | | 0025 211-07454 1827.500 m3 | 15.50000 28326.25| 15.00000 27412.50| STRUCTURE BACKFILL | | | 0026 303-01180 893.000 Mg | 24.00000 21432.00| 17.00000 15181.00| COMPACTED AGGREGATE, NO. 53 | | | 0027 303-07449 74.000 Mg | 24.00000 1776.00| 22.00000 1628.00| COMPACTED AGGREGATE, NO. 73 | | | 0028 304-07491 198.000 Mg | 89.00000 17622.00| 65.00000 12870.00| HMA PATCHING, TYPE C | | | 0029 306-08033 5339.000 m2 | 2.00000 10678.00| 2.30000 12279.70| MILLING, ASPHALT, 25 mm | | | 0030 401-07328 1266.000 Mg | 48.00000 60768.00| 42.00000 53172.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07379 2110.000 Mg | 53.00000 111830.00| 36.00000 75960.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0032 401-07413 4419.000 Mg | 40.00000 176760.00| 35.00000 154665.00| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0033 401-07430 629.000 Mg | 35.00000 22015.00| 41.00000 25789.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0034 402-07452 528.500 Mg | 35.00000 18497.50| 40.00000 21140.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0035 402-07453 312.100 Mg | 45.00000 14044.50| 40.00000 12484.00| HMA FOR TEMPORARY PAVEMENT | | | 0036 405-05517 17.520 Mg | 1.00000 17.52| 450.00000 7884.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 406-05520 12.830 Mg | 1.00000 12.83| 250.00000 3207.50| ASPHALT FOR TACK COAT | | | 0038 408-07504 0.930 Mg | 351.23000 326.64| 1800.00000 1674.00| CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0039 602-06646 42.700 m | 150.00000 6405.00| 80.00000 3416.00| TEMPORARY CONCRETE BARRIER | | | 0040 604-06069 56.500 m2 | 43.00000 2429.50| 56.00000 3164.00| CURB RAMP, CONCRETE | | | 0041 604-91531 66.000 m2 | 50.00000 3300.00| 40.00000 2640.00| SIDEWALK, CONCRETE, 100 mm | | | 0042 605-06140 1169.700 m | 39.00000 45618.30| 31.00000 36260.70| CURB AND GUTTER, CONCRETE | | | 0043 605-06215 251.100 m | 73.00000 18330.30| 70.00000 17577.00| CENTER CURB, D, CONCRETE | | | 0044 610-07487 194.000 Mg | 88.00000 17072.00| 65.00000 12610.00| HMA FOR APPROACHES, TYPE B | | | 0045 611-06497 4.000 EACH| 150.00000 600.00| 115.00000 460.00| MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 6.000 EACH| 190.00000 1140.00| 130.00000 780.00| MAILBOX ASSEMBLY, DOUBLE | | | 0047 611-95728 834.300 m2 | 45.00000 37543.50| 55.00000 45886.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0048 611-98146 460.000 m2 | 48.00000 22080.00| 65.00000 29900.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 225 mm | | | 0049 615-06490 18.000 EACH| 140.00000 2520.00| 140.00000 2520.00| RIGHT OF WAY MARKER | | | 0050 616-02320 60.000 m2 | 5.50000 330.00| 2.00000 120.00| GEOTEXTILES | | | 0051 616-06405 21.000 Mg | 70.00000 1470.00| 50.00000 1050.00| RIPRAP, REVETMENT | | | 0052 621-06567 83.100 kL | 1.00000 83.10| 1.00000 83.10| WATER | | | 0053 621-06575 4618.100 m2 | 3.50000 16163.35| 3.40000 15701.54| SODDING, NURSERY | | | 0054 712-97578 0.500 m3 | 1600.00000 800.00| 300.00000 150.00| LUMBER AND TIMBER, TREATED | | | 0055 714-44240 0.900 m3 | 310.00000 279.00| 1000.00000 900.00| CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-01471 11.000 EACH| 1110.55000 12216.05| 700.00000 7700.00| PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0057 715-04663 35.900 m | 1053.00000 37802.70| 1200.00000 43080.00| PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 6OO mm | | | 0058 715-05149 192.700 m | 62.00000 11947.40| 120.00000 23124.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 101.600 m | 87.00000 8839.20| 120.00000 12192.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 715-05152 119.000 m | 93.00000 11067.00| 130.00000 15470.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0061 715-05154 45.000 m | 300.00000 13500.00| 150.00000 6750.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0062 715-05156 239.100 m | 173.00000 41364.30| 190.00000 45429.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-05169 59.700 m | 104.00000 6208.80| 100.00000 5970.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-05203 1642.300 m | 14.50000 23813.35| 20.00000 32846.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0065 715-05226 2.400 m | 327.00000 784.80| 1000.00000 2400.00| PIPE, TYPE 5, CIRCULAR, 900 mm | | | 0066 715-05920 1.000 EACH| 2217.00000 2217.00| 1000.00000 1000.00| PIPE END SECTION, PRECAST CONCRETE, 750 | | | mm | | | 0067 715-46040 1.000 EACH| 994.10000 994.10| 600.00000 600.00| PIPE END SECTION, 900 mm | | | 0068 715-91361 5.000 m | 46.40000 232.00| 550.00000 2750.00| PIPE, PVC, 150 mm | | | 0069 715-92459 1.000 EACH| 480.10000 480.10| 600.00000 600.00| PIPE END SECTION, REINSTALL | | | 0070 718-52610 341.700 m3 | 61.00000 20843.70| 30.00000 10251.00| AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 3990.700 m2 | 1.00000 3990.70| 3.00000 11972.10| GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-44000 6.000 EACH| 310.60000 1863.60| 250.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0073 720-44015 1.000 EACH| 821.00000 821.00| 750.00000 750.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0074 720-44025 1.000 EACH| 506.00000 506.00| 500.00000 500.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 720-44055 1.000 EACH| 756.90000 756.90| 650.00000 650.00| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0076 720-45035 1.000 EACH| 1616.00000 1616.00| 1250.00000 1250.00| INLET, F7 | | | 0077 720-45045 4.000 EACH| 1151.00000 4604.00| 1500.00000 6000.00| INLET, J10 | | | 0078 720-45055 1.000 EACH| 1894.70000 1894.70| 1500.00000 1500.00| INLET, M10 | | | 0079 720-45075 1.000 EACH| 1819.45000 1819.45| 1500.00000 1500.00| INLET, R13 | | | 0080 720-45130 1.000 EACH| 1668.00000 1668.00| 1250.00000 1250.00| INLET, E7, MODIFIED | | | 0081 720-45145 5.000 EACH| 1102.00000 5510.00| 1500.00000 7500.00| INLET, J10, MODIFIED | | | 0082 720-45155 2.000 EACH| 1400.00000 2800.00| 1500.00000 3000.00| INLET, M10, MODIFIED | | | 0083 720-45410 6.000 EACH| 1001.00000 6006.00| 1500.00000 9000.00| MANHOLE, C4 | | | 0084 720-45615 1.000 m | 1442.00000 1442.00| 1500.00000 1500.00| STRUCTURE, INLET, RECONSTRUCT | | | 0085 720-90984 1.000 EACH| 2102.00000 2102.00| 2000.00000 2000.00| MANHOLE, C2 | | | 0086 720-94208 3.000 EACH| 1414.80000 4244.40| 2000.00000 6000.00| MANHOLE, C10 | | | 0087 720-94847 2.000 EACH| 1324.00000 2648.00| 1500.00000 3000.00| INLET, R13, MODIFIED | | | 0088 720-95422 6.000 EACH| 2001.00000 12006.00| 3000.00000 18000.00| MANHOLE, J4 | | | 0089 732-03063 1.000 EACH| 3525.00000 3525.00| 2500.00000 2500.00| TAPPING SLEEVE , 250 mm X 150 mm | | | 0090 732-04596 1.000 EACH| 1718.00000 1718.00| 1500.00000 1500.00| WATER SERVICE , 75mm | | | 0091 732-04836 1.000 EACH| 1396.00000 1396.00| 1000.00000 1000.00| GATE VALVE , 150 mm | | | 0092 732-04837 1.000 EACH| 442.00000 442.00| 250.00000 250.00| PLUG , 150 mm | | | 0093 732-05538 LUMP| 1058.00000 1058.00| 1000.00000 1000.00| TESTING AND DISINFECTION | | | 0094 732-06651 3.000 m | 302.00000 906.00| 125.00000 375.00| WATER LINE, 50 mm | | | 0095 732-91738 1.000 m | 1019.80000 1019.80| 250.00000 250.00| WATER MAIN, DUCTILE IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 732-91742 3.000 EACH| 1624.00000 4872.00| 1000.00000 3000.00| FIRE HYDRANT , RELOCATE | | | 0097 732-94780 1.000 EACH| 724.90000 724.90| 250.00000 250.00| WATER SERVICE CONNECTION , 75mm | | | 0098 801-02595 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| CONTROLLER, RESET TIMING | | | 0099 801-06203 10654.000 m | 0.49000 5220.46| 0.66000 7031.64| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0100 801-06211 27.000 EACH| 60.00000 1620.00| 110.00000 2970.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0101 801-06216 82.000 m | 2.95000 241.90| 10.50000 861.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0102 801-06539 LUMP| 550.00000 550.00| 550.00000 550.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0103 801-06640 23.000 EACH| 125.00000 2875.00| 140.00000 3220.00| CONSTRUCTION SIGN, A | | | 0104 801-06645 4.000 EACH| 55.00000 220.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | 0105 801-06710 25.000 DAY | 25.00000 625.00| 25.00000 625.00| FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 64900.00000 64900.00| 33800.00000 33800.00| MAINTAINING TRAFFIC | | | 0107 801-07119 36.000 m | 63.00000 2268.00| 55.00000 1980.00| BARRICADE, III-B | | | 0108 801-94295 10.000 EACH| 50.00000 500.00| 50.00000 500.00| SIGNAL HEAD, RELOCATE | | | 0109 802-05705 116.400 m | 20.00000 2328.00| 20.00000 2328.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0110 802-76035 15.437 m2 | 145.00000 2238.37| 145.00000 2238.37| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 802-99045 9.000 EACH| 60.00000 540.00| 60.00000 540.00| SIGN REMOUNTING | | | 0112 805-01815 4.000 EACH| 1700.00000 6800.00| 1700.00000 6800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0113 805-01836 600.000 m | 3.40000 2040.00| 3.40000 2040.00| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-01842 6.000 EACH| 775.00000 4650.00| 775.00000 4650.00| HANDHOLE, SIGNAL | | | 0116 805-01844 324.000 m | 40.00000 12960.00| 48.00000 15552.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0117 805-02087 LUMP| 125.00000 125.00| 125.00000 125.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0118 805-78109 1.000 EACH| 8300.00000 8300.00| 8300.00000 8300.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0119 805-78205 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0121 805-78230 4.000 EACH| 965.00000 3860.00| 965.00000 3860.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0122 805-78415 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| SPAN, CATENARY, AND TETHER | | | 0123 805-78420 4.000 EACH| 170.00000 680.00| 170.00000 680.00| DISCONNECT HANGER | | | 0124 805-78445 1.000 EACH| 555.00000 555.00| 555.00000 555.00| SIGNAL SERVICE | | | 0125 805-78467 15.000 m | 5.30000 79.50| 5.30000 79.50| SIGNAL CABLE, 3C 8GA. | | | 0126 805-78470 952.000 m | 0.40000 380.80| 0.40000 380.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 130.000 m | 3.80000 494.00| 3.80000 494.00| SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 200.000 m | 4.30000 860.00| 4.30000 860.00| SIGNAL CABLE, 7C 14GA. | | | 0129 805-78784 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0130 805-78785 8.000 EACH| 510.00000 4080.00| 510.00000 4080.00| SIGNAL DETECTOR HOUSING | | | 0131 805-78795 334.000 m | 21.50000 7181.00| 21.50000 7181.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0132 805-78925 1.000 EACH| 880.00000 880.00| 880.00000 880.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0133 805-81032 4.000 EACH| 2145.00000 8580.00| 2145.00000 8580.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 264 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,622.00 ROUTE : CALL ORDER : 264 CONTRACT ID : R -27293-B COUNTIES : STEUBEN LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 807-02603 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| LIGHT STANDARD, RELOCATE | | | 0135 808-05929 56.000 m | 2.95000 165.20| 4.65000 260.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0136 808-06701 148.000 m | 1.40000 207.20| 0.05000 7.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0137 808-06703 1048.000 m | 1.40000 1467.20| 1.51000 1582.48| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0138 808-75240 410.000 m | 1.40000 574.00| 0.05000 20.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0139 808-75245 780.000 m | 1.38000 1076.40| 1.51000 1177.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0140 808-75274 305.000 m | 2.80000 854.00| 4.65000 1418.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0141 808-75278 47.000 m | 4.25000 199.75| 7.50000 352.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0142 808-75297 78.000 m | 8.50000 663.00| 14.25000 1111.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0143 808-75320 27.000 EACH| 50.00000 1350.00| 62.25000 1680.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 20.000 EACH| 85.00000 1700.00| 97.25000 1945.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 808-75998 68.000 EACH| 60.00000 4080.00| 24.50000 1666.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,340,928.70| $ 1,364,684.43| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,340,928.70| $ 1,364,684.43| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/26/04 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 270 CONTRACT ID : R -27306-A COUNTIES : TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 935,789.08 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,228,457.66 131.2750% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,334,345.00 ROUTE : US 40 & SR 140 CALL ORDER : 300 CONTRACT ID : RS-26392-A COUNTIES : HENRY RUSH LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3233006 417000A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,366,626.55 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,423,236.00 104.1422% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1350.00000 8100.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 68000.00000 68000.00| 54765.46000 54765.46| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 1041.000 TON | 22.00000 22902.00| 27.00000 28107.00| COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1021.000 TON | 149.00000 152129.00| 83.00000 84743.00| HMA PATCHING, TYPE B | | | 0006 304-07493 946.000 TON | 46.50000 43989.00| 56.00000 52976.00| WIDENING WITH HMA, TYPE B | | | 0007 306-08033 199412.000 SYS | 0.70000 139588.40| 0.61000 121641.32| MILLING, ASPHALT, 1 IN. | | | 0008 401-06264 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0009 401-07328 17992.000 TON | 39.75000 715182.00| 46.50000 836628.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 406-05520 53.100 TON | 172.00000 9133.20| 170.00000 9027.00| ASPHALT FOR TACK COAT | | | 0011 610-07487 1209.000 TON | 67.00000 81003.00| 79.00000 95511.00| HMA FOR APPROACHES, TYPE B | | | 0012 715-02839 78.000 LFT | 52.00000 4056.00| 54.00000 4212.00| PIPE, POLYETHYLENE LINER, 24 IN. | | | 0013 801-06207 8054.000 LFT | 1.35000 10872.90| 0.90000 7248.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 76.000 EACH| 61.00000 4636.00| 60.00000 4560.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,334,345.00 ROUTE : US 40 & SR 140 CALL ORDER : 300 CONTRACT ID : RS-26392-A COUNTIES : HENRY RUSH LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 45070.00000 45070.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0016 808-06701 14701.000 LFT | 0.22000 3234.22| 0.23000 3381.23| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0017 808-06703 58804.000 LFT | 0.22000 12936.88| 0.23000 13524.92| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0018 808-06712 903.000 LFT | 0.13000 117.39| 0.13000 117.39| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 22008.000 LFT | 0.13000 2861.04| 0.13000 2861.04| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 18124.000 LFT | 0.13000 2356.12| 0.13000 2356.12| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-06721 166.000 LFT | 0.52000 86.32| 0.53000 87.98| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0022 808-06726 84.500 LFT | 1.04000 87.88| 1.07000 90.42| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0023 808-74815 1692.000 LFT | 1.04000 1759.68| 1.07000 1810.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0024 808-75245 57516.000 LFT | 0.22000 12653.52| 0.23000 13228.68| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0025 808-75297 516.000 LFT | 3.00000 1548.00| 2.65000 1367.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75340 2.000 EACH| 420.00000 840.00| 425.00000 850.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0027 306-08043 7285.000 SYS | 2.40000 17484.00| 2.60000 18941.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 1,366,626.55| $ 1,423,236.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,366,626.55| $ 1,423,236.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,694.24 ROUTE : US 31 CALL ORDER : 310 CONTRACT ID : RS-26535-A COUNTIES : ST. JOSEPH LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 153700V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 548,708.68 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 610,512.99 111.2635% 3 35-1120685 WALSH & KELLY, INC. $ 619,348.40 112.8738% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 650,428.44 118.5380% 5 35-0997978 PHEND & BROWN, INC. $ 726,052.84 132.3202% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1120685 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| 1600.00000 4800.00| 1500.00000 4500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27400.00000 27400.00| 24000.00000 24000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 306-08033 105853.000 m2 | 0.35000 37048.55| 0.35000 37048.55| 0.50000 52926.50 MILLING, ASPHALT, 25 mm | | | 0005 401-06264 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2300.00000 2300.00 PROFILOGRAPH, HMA | | | 0006 401-07329 9527.000 Mg | 31.25000 297718.75| 38.10000 362978.70| 35.40000 337255.80 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0007 406-05520 28.600 Mg | 160.00000 4576.00| 150.00000 4290.00| 280.00000 8008.00 ASPHALT FOR TACK COAT | | | 0008 612-04315 114.100 Mg | 700.00000 79870.00| 725.00000 82722.50| 725.00000 82722.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0009 612-60410 2100.000 EACH| 8.00000 16800.00| 8.00000 16800.00| 8.00000 16800.00 DRILLED HOLE FOR UNDERSEAL | | | 0010 801-01093 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 150.00000 900.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0011 801-06207 2664.000 m | 2.80000 7459.20| 2.00000 5328.00| 3.00000 7992.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 22.000 EACH| 59.00000 1298.00| 59.00000 1298.00| 59.00000 1298.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,694.24 ROUTE : US 31 CALL ORDER : 310 CONTRACT ID : RS-26535-A COUNTIES : ST. JOSEPH LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1120685 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06775 LUMP| 3845.00000 3845.00| 5000.00000 5000.00| 10500.00000 10500.00 MAINTAINING TRAFFIC | | | 0014 801-09133 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0015 808-06701 3898.000 m | 0.79000 3079.42| 0.82000 3196.36| 0.80000 3118.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0016 808-06703 15592.000 m | 0.79000 12317.68| 0.82000 12785.44| 0.80000 12473.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-75245 15592.000 m | 0.79000 12317.68| 0.82000 12785.44| 0.80000 12473.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0018 808-75996 1664.000 EACH| 3.10000 5158.40| 3.00000 4992.00| 3.00000 4992.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 1664.000 EACH| 17.50000 29120.00| 17.00000 28288.00| 17.00000 28288.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 548,708.68| $ 610,512.99| $ 619,348.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 548,708.68| $ 610,512.99| $ 619,348.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,694.24 ROUTE : US 31 CALL ORDER : 310 CONTRACT ID : RS-26535-A COUNTIES : ST. JOSEPH LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0997978 | |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1200.00000 3600.00| 2400.00000 7200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 32500.00000 32500.00| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 306-08033 105853.000 m2 | 0.50000 52926.50| 0.68000 71980.04| MILLING, ASPHALT, 25 mm | | | 0005 401-06264 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0006 401-07329 9527.000 Mg | 38.00000 362026.00| 42.00000 400134.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0007 406-05520 28.600 Mg | 1.00000 28.60| 210.00000 6006.00| ASPHALT FOR TACK COAT | | | 0008 612-04315 114.100 Mg | 905.00000 103260.50| 800.00000 91280.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0009 612-60410 2100.000 EACH| 6.50000 13650.00| 8.00000 16800.00| DRILLED HOLE FOR UNDERSEAL | | | 0010 801-01093 6.000 EACH| 150.00000 900.00| 200.00000 1200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0011 801-06207 2664.000 m | 2.15000 5727.60| 3.30000 8791.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 22.000 EACH| 59.00000 1298.00| 60.00000 1320.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 6000.00000 6000.00| 11000.00000 11000.00| MAINTAINING TRAFFIC | | | 0014 801-09133 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0015 808-06701 3898.000 m | 0.82000 3196.36| 0.80000 3118.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0016 808-06703 15592.000 m | 0.82000 12785.44| 0.80000 12473.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-75245 15592.000 m | 0.82000 12785.44| 0.80000 12473.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0018 808-75996 1664.000 EACH| 4.00000 6656.00| 3.00000 4992.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,694.24 ROUTE : US 31 CALL ORDER : 310 CONTRACT ID : RS-26535-A COUNTIES : ST. JOSEPH LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0997978 | |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-75998 1664.000 EACH| 17.00000 28288.00| 18.50000 30784.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 650,428.44| $ 726,052.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 650,428.44| $ 726,052.84| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,513.56 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : RS-27023-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 01720AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 698,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 748,653.05 107.2568% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 763,800.00 109.4269% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4200.00000 4200.00| 7500.00000 7500.00| 19300.00000 19300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1510.00000 9060.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 34800.00000 34800.00| 37000.00000 37000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 63.000 LFT | 5.00000 315.00| 3.00000 189.00| 3.00000 189.00 GUARDRAIL, REMOVE | | | 0005 202-93741 3.000 EACH| 250.00000 750.00| 1400.00000 4200.00| 180.00000 540.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-07449 350.000 TON | 35.00000 12250.00| 35.00000 12250.00| 32.00000 11200.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07783 50.000 TON | 250.00000 12500.00| 160.00000 8000.00| 160.00000 8000.00 HMA PATCHING, TYPE D | | | 0008 306-08034 64525.000 SYS | 0.70000 45167.50| 0.80000 51620.00| 0.40000 25810.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0009 306-08043 4415.000 SYS | 3.65000 16114.75| 1.60000 7064.00| 1.40000 6181.00 MILLING, TRANSITION | | | 0010 401-06264 LUMP| 3600.00000 3600.00| 3400.00000 3400.00| 3200.00000 3200.00 PROFILOGRAPH, HMA | | | 0011 401-07337 5600.000 TON | 48.00000 268800.00| 51.50000 288400.00| 60.00000 336000.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0012 401-07388 260.000 TON | 50.00000 13000.00| 50.00000 13000.00| 60.00000 15600.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 12.5 mm | | | 0013 405-05517 9.000 TON | 750.00000 6750.00| 300.00000 2700.00| 550.00000 4950.00 ASPHALT FOR PRIME COAT | | | 0014 406-05520 20.000 TON | 200.00000 4000.00| 190.00000 3800.00| 172.00000 3440.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,513.56 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : RS-27023-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 503-05240 540.000 LFT | 5.00000 2700.00| 9.00000 4860.00| 5.00000 2700.00 D-1 CONTRACTION JOINT | | | 0016 506-06333 1700.000 SYS | 92.00000 156400.00| 97.00000 164900.00| 86.00000 146200.00 PCCP PATCHING, FULL DEPTH | | | 0017 601-05071 1.000 EACH| 2000.00000 2000.00| 3000.00000 3000.00| 2965.00000 2965.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0018 601-93346 1.000 EACH| 200.00000 200.00| 90.00000 90.00| 90.00000 90.00 GUARD RAIL CONNECTOR, AS | | | 0019 601-94689 1.000 EACH| 2500.00000 2500.00| 2855.00000 2855.00| 2800.00000 2800.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-94690 1.000 EACH| 3500.00000 3500.00| 4225.00000 4225.00| 4225.00000 4225.00 GUARDRAIL END TREATMENT, MS | | | 0021 606-07484 27800.000 LFT | 0.25000 6950.00| 0.17000 4726.00| 0.60000 16680.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0022 610-07788 315.000 TON | 72.20000 22743.00| 80.00000 25200.00| 80.00000 25200.00 HMA FOR APPROACHES, TYPE D | | | 0023 801-06203 1300.000 LFT | 0.50000 650.00| 2.00000 2600.00| 2.00000 2600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 1300.000 LFT | 1.80000 2340.00| 2.00000 2600.00| 1.10000 1430.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 18.000 EACH| 89.00000 1602.00| 89.00000 1602.00| 89.00000 1602.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 33355.70000 33355.70| 55000.00000 55000.00| 46498.45000 46498.45 MAINTAINING TRAFFIC | | | 0027 805-05905 1.000 EACH| 8860.00000 8860.00| 8860.00000 8860.00| 8860.00000 8860.00 ATR STATION- 4 LANE | | | 0028 808-06705 3745.000 LFT | 0.82000 3070.90| 0.82000 3070.90| 0.82000 3070.90 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0029 808-06713 17770.000 LFT | 0.08000 1421.60| 0.08000 1421.60| 0.08000 1421.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 17770.000 LFT | 0.08000 1421.60| 0.08000 1421.60| 0.08000 1421.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-75001 7445.000 LFT | 0.11000 818.95| 0.11000 818.95| 0.11000 818.95 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0032 808-75272 830.000 LFT | 2.50000 2075.00| 2.50000 2075.00| 2.50000 2075.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0033 808-75297 60.000 LFT | 2.50000 150.00| 2.50000 150.00| 2.50000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,513.56 ROUTE : 41 CALL ORDER : 320 CONTRACT ID : RS-27023-A COUNTIES : VANDERBURGH LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75320 13.000 EACH| 72.00000 936.00| 72.00000 936.00| 72.00000 936.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75996 470.000 EACH| 3.75000 1762.50| 3.75000 1762.50| 5.00000 2350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 470.000 EACH| 17.65000 8295.50| 17.65000 8295.50| 17.65000 8295.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 698,000.00| $ 748,653.05| $ 763,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 698,000.00| $ 748,653.05| $ 763,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,166,068.93 ROUTE : US 31 CALL ORDER : 330 CONTRACT ID : RS-27033-A COUNTIES : MARION LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/12/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 153100P SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,145,004.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,278,199.00 106.2095% 3 35-1139301 E & B PAVING, INC. $ 2,312,000.00 107.7853% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,323,401.86 108.3168% 5 31-4351261 SHELLY & SANDS, INC. $ 2,475,245.89 115.3958% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 5200.00000 5200.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 2200.00000 13200.00| 2450.00000 14700.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 114288.50000 114288.50| 115600.00000 115600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07491 3494.000 TON | 50.00000 174700.00| 80.00000 279520.00| 92.00000 321448.00 HMA PATCHING, TYPE C | | | 0005 306-08034 240968.000 SYS | 0.60000 144580.80| 0.55000 132532.40| 1.17000 281932.56 MILLING, ASPHALT, 1 1/2 IN. OR 1 1/4 IN.| | | 0006 401-06264 LUMP| 250.00000 250.00| 6000.00000 6000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0007 401-07337 19332.000 TON | 64.00000 1237248.00| 64.00000 1237248.00| 56.50000 1092258.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | SURFACE | | | 0008 406-05520 55.500 TON | 180.00000 9990.00| 180.00000 9990.00| 175.00000 9712.50 ASPHALT FOR TACK COAT | | | 0009 506-06333 688.000 SYS | 140.00000 96320.00| 117.00000 80496.00| 100.00000 68800.00 PCCP PATCHING, FULL DEPTH , (9" or | | | match existing depth) | | | 0010 610-07488 1500.000 TON | 70.00000 105000.00| 80.00000 120000.00| 67.00000 100500.00 HMA FOR APPROACHES, TYPE C | | | 0011 615-06525 6.000 EACH| 400.00000 2400.00| 500.00000 3000.00| 600.00000 3600.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 720-44000 5.000 EACH| 400.00000 2000.00| 500.00000 2500.00| 1100.00000 5500.00 CASTING, ADJUST TO GRADE , MANHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,166,068.93 ROUTE : US 31 CALL ORDER : 330 CONTRACT ID : RS-27033-A COUNTIES : MARION LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-01093 2.000 EACH| 685.00000 1370.00| 500.00000 1000.00| 475.00000 950.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-06207 12168.000 LFT | 0.65000 7909.20| 1.20000 14601.60| 0.98000 11924.64 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 46.000 EACH| 62.00000 2852.00| 80.00000 3680.00| 78.00000 3588.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 180.000 DAY | 13.00000 2340.00| 12.00000 2160.00| 11.00000 1980.00 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 68000.00000 68000.00| 60000.00000 60000.00| 76166.62000 76166.62 MAINTAINING TRAFFIC | | | 0018 801-07215 200.000 DAY | 53.00000 10600.00| 39.00000 7800.00| 37.00000 7400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0019 805-02328 35800.000 LFT | 0.21000 7518.00| 0.47000 16826.00| 0.45000 16110.00 SIGNAL CABLE, 1C 14GA. | | | 0020 805-05904 1.000 EACH| 7860.00000 7860.00| 14000.00000 14000.00| 13600.00000 13600.00 ATR STATION- 6 LANE | | | 0021 805-78795 10950.000 LFT | 5.30000 58035.00| 5.50000 60225.00| 5.40000 59130.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06701 24230.000 LFT | 0.30000 7269.00| 0.25000 6057.50| 0.24000 5815.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0023 808-06703 24762.000 LFT | 0.30000 7428.60| 0.25000 6190.50| 0.24000 5942.88 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75260 200.000 LFT | 1.10000 220.00| 1.75000 350.00| 1.70000 340.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0025 808-75297 2553.000 LFT | 3.70000 9446.10| 3.50000 8935.50| 3.40000 8680.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 55.000 EACH| 46.00000 2530.00| 50.00000 2750.00| 48.00000 2640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 55.000 EACH| 58.00000 3190.00| 60.00000 3300.00| 59.00000 3245.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 1212.000 EACH| 6.00000 7272.00| 4.00000 4848.00| 3.00000 3636.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 1212.000 EACH| 23.00000 27876.00| 25.00000 30300.00| 21.70000 26300.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,166,068.93 ROUTE : US 31 CALL ORDER : 330 CONTRACT ID : RS-27033-A COUNTIES : MARION LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 306-08043 3900.000 SYS | 8.00000 31200.00| 8.00000 31200.00| 10.00000 39000.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 2,145,004.70| $ 2,278,199.00| $ 2,312,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,145,004.70| $ 2,278,199.00| $ 2,312,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,166,068.93 ROUTE : US 31 CALL ORDER : 330 CONTRACT ID : RS-27033-A COUNTIES : MARION LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 31-4351261 | |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 1050.00000 1050.00| 5400.00000 5400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 1600.00000 9600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 124800.00000 124800.00| 120000.00000 120000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07491 3494.000 TON | 68.00000 237592.00| 100.00000 349400.00| HMA PATCHING, TYPE C | | | 0005 306-08034 240968.000 SYS | 0.60000 144580.80| 1.00000 240968.00| MILLING, ASPHALT, 1 1/2 IN. OR 1 1/4 IN.| | | 0006 401-06264 LUMP| 3000.00000 3000.00| 5200.00000 5200.00| PROFILOGRAPH, HMA | | | 0007 401-07337 19332.000 TON | 70.00000 1353240.00| 67.00000 1295244.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | SURFACE | | | 0008 406-05520 55.500 TON | 100.00000 5550.00| 170.00000 9435.00| ASPHALT FOR TACK COAT | | | 0009 506-06333 688.000 SYS | 89.00000 61232.00| 95.00000 65360.00| PCCP PATCHING, FULL DEPTH , (9" or | | | match existing depth) | | | 0010 610-07488 1500.000 TON | 59.00000 88500.00| 64.00000 96000.00| HMA FOR APPROACHES, TYPE C | | | 0011 615-06525 6.000 EACH| 400.00000 2400.00| 650.00000 3900.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 720-44000 5.000 EACH| 350.00000 1750.00| 750.00000 3750.00| CASTING, ADJUST TO GRADE , MANHOLE | | | 0013 801-01093 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-06207 12168.000 LFT | 0.95000 11559.60| 0.90000 10951.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 46.000 EACH| 100.00000 4600.00| 75.00000 3450.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 180.000 DAY | 11.55000 2079.00| 15.60000 2808.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 100000.00000 100000.00| 89000.00000 89000.00| MAINTAINING TRAFFIC | | | 0018 801-07215 200.000 DAY | 38.85000 7770.00| 52.00000 10400.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,166,068.93 ROUTE : US 31 CALL ORDER : 330 CONTRACT ID : RS-27033-A COUNTIES : MARION LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 31-4351261 | |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-02328 35800.000 LFT | 0.47000 16826.00| 0.21000 7518.00| SIGNAL CABLE, 1C 14GA. | | | 0020 805-05904 1.000 EACH| 14000.00000 14000.00| 7900.00000 7900.00| ATR STATION- 6 LANE | | | 0021 805-78795 10950.000 LFT | 5.50000 60225.00| 5.30000 58035.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06701 24230.000 LFT | 0.25000 6057.50| 0.27000 6542.10| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0023 808-06703 24762.000 LFT | 0.25000 6190.50| 0.27000 6685.74| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-75260 200.000 LFT | 1.79000 358.00| 3.17000 634.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0025 808-75297 2553.000 LFT | 3.57000 9114.21| 3.45000 8807.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 55.000 EACH| 50.40000 2772.00| 53.00000 2915.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 55.000 EACH| 61.95000 3407.25| 58.00000 3190.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 1212.000 EACH| 4.00000 4848.00| 3.00000 3636.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 1212.000 EACH| 25.00000 30300.00| 20.50000 24846.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 306-08043 3900.000 SYS | 2.00000 7800.00| 5.80000 22620.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 2,323,401.86| $ 2,475,245.89| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,323,401.86| $ 2,475,245.89| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : RS-27034-A COUNTIES : DELAWARE HENRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,899,991.04 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,504,087.78 ROUTE : US 36 / SR 67 CALL ORDER : 350 CONTRACT ID : RS-27035-A COUNTIES : HANCOCK LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 043700H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,284,672.94 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,356,204.25 105.5680% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,454,449.24 113.2155% 4 31-4351261 SHELLY & SANDS, INC. $ 1,564,638.46 121.7927% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1151771 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 3900.00000 3900.00| 4300.00000 4300.00| 1700.00000 1700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2100.00000 8400.00| 2200.00000 8800.00| 2900.00000 11600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 64000.00000 64000.00| 53000.00000 53000.00| 25239.95000 25239.95 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 823.000 TON | 27.00000 22221.00| 26.00000 21398.00| 17.00000 13991.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1551.500 TON | 120.00000 186180.00| 90.00000 139635.00| 81.50000 126447.25 HMA PATCHING, TYPE B | | | 0006 306-08033 106815.000 SYS | 0.50000 53407.50| 0.20000 21363.00| 0.37000 39521.55 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 5500.00000 5500.00| 6000.00000 6000.00| 2900.00000 2900.00 PROFILOGRAPH, HMA | | | 0008 401-07328 7999.000 TON | 37.30000 298362.70| 41.25000 329958.75| 48.00000 383952.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 401-07338 5788.000 TON | 31.00000 179428.00| 33.00000 191004.00| 40.85000 236439.80 QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0010 401-07379 10666.000 TON | 27.60000 294381.60| 34.00000 362644.00| 36.50000 389309.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 59.000 TON | 200.00000 11800.00| 170.00000 10030.00| 250.00000 14750.00 ASPHALT FOR TACK COAT | | | 0012 606-07484 33254.000 LFT | 0.50000 16627.00| 0.40000 13301.60| 0.30000 9976.20 MILLED HMA SHOULDER CORRUGATIONS , | | | intermittent | | | 0013 610-07487 2014.000 TON | 40.00000 80560.00| 55.00000 110770.00| 57.85000 116509.90 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,504,087.78 ROUTE : US 36 / SR 67 CALL ORDER : 350 CONTRACT ID : RS-27035-A COUNTIES : HANCOCK LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1151771 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 615-06525 2.000 EACH| 440.00000 880.00| 185.00000 370.00| 250.00000 500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06203 4168.000 LFT | 0.20000 833.60| 0.75000 3126.00| 0.29000 1208.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 4168.000 LFT | 0.95000 3959.60| 0.95000 3959.60| 0.78000 3251.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 31.000 EACH| 70.00000 2170.00| 85.00000 2635.00| 73.90000 2290.90 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 18000.00000 18000.00| 34200.00000 34200.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0019 808-06711 1176.000 LFT | 0.08000 94.08| 0.10000 117.60| 0.08000 94.08 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06712 5105.000 LFT | 0.08000 408.40| 0.10000 510.50| 0.08000 408.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 60103.000 LFT | 0.08000 4808.24| 0.10000 6010.30| 0.08000 4808.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 16559.000 LFT | 0.08000 1324.72| 0.10000 1655.90| 0.08000 1324.72 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 117.000 LFT | 3.00000 351.00| 3.25000 380.25| 3.17000 370.89 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 7.000 EACH| 55.00000 385.00| 55.00000 385.00| 58.06000 406.42 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 7.000 EACH| 60.00000 420.00| 60.00000 420.00| 63.34000 443.38 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 727.000 EACH| 4.25000 3089.75| 4.25000 3089.75| 7.20000 5234.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 727.000 EACH| 17.25000 12540.75| 20.00000 14540.00| 18.20000 13231.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 306-08043 2800.000 SYS | 3.80000 10640.00| 4.50000 12600.00| 3.05000 8540.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,284,672.94| $ 1,356,204.25| $ 1,454,449.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,284,672.94| $ 1,356,204.25| $ 1,454,449.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,504,087.78 ROUTE : US 36 / SR 67 CALL ORDER : 350 CONTRACT ID : RS-27035-A COUNTIES : HANCOCK LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 3912.59000 3912.59| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1586.18000 6344.72| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 80000.00000 80000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 823.000 TON | 24.80000 20410.40| | COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1551.500 TON | 113.00000 175319.50| | HMA PATCHING, TYPE B | | | 0006 306-08033 106815.000 SYS | 0.74000 79043.10| | MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 5287.28000 5287.28| | PROFILOGRAPH, HMA | | | 0008 401-07328 7999.000 TON | 42.00000 335958.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 401-07338 5788.000 TON | 36.40000 210683.20| | QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0010 401-07379 10666.000 TON | 33.00000 351978.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 59.000 TON | 198.27000 11697.93| | ASPHALT FOR TACK COAT | | | 0012 606-07484 33254.000 LFT | 0.27000 8978.58| | MILLED HMA SHOULDER CORRUGATIONS , | | | intermittent | | | 0013 610-07487 2014.000 TON | 75.00000 151050.00| | HMA FOR APPROACHES, TYPE B | | | 0014 615-06525 2.000 EACH| 211.49000 422.98| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06203 4168.000 LFT | 0.69000 2875.92| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 4168.000 LFT | 1.38000 5751.84| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 31.000 EACH| 74.02000 2294.62| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 67650.50000 67650.50| | MAINTAINING TRAFFIC | | | 0019 808-06711 1176.000 LFT | 0.08000 94.08| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,504,087.78 ROUTE : US 36 / SR 67 CALL ORDER : 350 CONTRACT ID : RS-27035-A COUNTIES : HANCOCK LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06712 5105.000 LFT | 0.08000 408.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 60103.000 LFT | 0.08000 4808.24| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 16559.000 LFT | 0.08000 1324.72| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 117.000 LFT | 3.17000 370.89| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 7.000 EACH| 58.16000 407.12| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 7.000 EACH| 63.45000 444.15| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 727.000 EACH| 4.49000 3264.23| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 727.000 EACH| 18.61000 13529.47| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 306-08043 2800.000 SYS | 7.26000 20328.00| | MILLING, TRANSITION | | | SECTION TOTALS | $ 1,564,638.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,564,638.46| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,443,026.34 ROUTE : US 36 / SR 67 CALL ORDER : 360 CONTRACT ID : RS-27036-A COUNTIES : HANCOCK MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/29/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 043700G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,151,412.91 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,241,564.90 107.8296% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,349,895.05 117.2381% 4 31-4351261 SHELLY & SANDS, INC. $ 1,395,594.41 121.2071% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1151771 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 2800.00000 2800.00| 4100.00000 4100.00| 1700.00000 1700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2500.00000 7500.00| 2200.00000 6600.00| 2900.00000 8700.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 57500.00000 57500.00| 59000.00000 59000.00| 22466.00000 22466.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 918.000 TON | 32.00000 29376.00| 24.50000 22491.00| 18.00000 16524.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 418.500 TON | 126.00000 52731.00| 95.00000 39757.50| 82.30000 34442.55 HMA PATCHING, TYPE B | | | 0006 306-08033 101012.000 SYS | 0.20000 20202.40| 0.20000 20202.40| 0.30000 30303.60 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 2900.00000 2900.00 PROFILOGRAPH, HMA | | | 0008 401-07328 7780.000 TON | 36.00000 280080.00| 41.25000 320925.00| 47.65000 370717.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 401-07338 6988.000 TON | 33.00000 230604.00| 33.00000 230604.00| 41.00000 286508.00 QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0010 401-07379 10373.000 TON | 27.50000 285257.50| 34.00000 352682.00| 36.75000 381207.75 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 58.500 TON | 180.00000 10530.00| 170.00000 9945.00| 250.00000 14625.00 ASPHALT FOR TACK COAT | | | 0012 606-07484 37485.000 LFT | 0.33000 12370.05| 0.35000 13119.75| 0.38000 14244.30 MILLED HMA SHOULDER CORRUGATIONS , | | | intermittent | | | 0013 610-07487 1380.000 TON | 60.00000 82800.00| 55.00000 75900.00| 58.15000 80247.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,443,026.34 ROUTE : US 36 / SR 67 CALL ORDER : 360 CONTRACT ID : RS-27036-A COUNTIES : HANCOCK MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1151771 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 615-06525 1.000 EACH| 500.00000 500.00| 185.00000 185.00| 250.00000 250.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06203 5657.000 LFT | 0.60000 3394.20| 0.75000 4242.75| 0.76000 4299.32 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 5657.000 LFT | 1.00000 5657.00| 0.90000 5091.30| 0.76000 4299.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 34.000 EACH| 80.00000 2720.00| 110.00000 3740.00| 95.00000 3230.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 23100.00000 23100.00| 27300.00000 27300.00| 32147.00000 32147.00 MAINTAINING TRAFFIC | | | 0019 808-06711 633.000 LFT | 0.08000 50.64| 0.10000 63.30| 0.08000 50.64 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06712 5075.000 LFT | 0.08000 406.00| 0.10000 507.50| 0.08000 406.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 60868.000 LFT | 0.08000 4869.44| 0.10000 6086.80| 0.08000 4869.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 33736.000 LFT | 0.08000 2698.88| 0.10000 3373.60| 0.08000 2698.88 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75320 11.000 EACH| 70.00000 770.00| 50.00000 550.00| 52.80000 580.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 7.000 EACH| 95.00000 665.00| 65.00000 455.00| 67.55000 472.85 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75996 676.000 EACH| 4.30000 2906.80| 4.25000 2873.00| 7.40000 5002.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 676.000 EACH| 17.75000 11999.00| 20.00000 13520.00| 18.20000 12303.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 306-08043 2450.000 SYS | 6.50000 15925.00| 5.00000 12250.00| 6.00000 14700.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,151,412.91| $ 1,241,564.90| $ 1,349,895.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,151,412.91| $ 1,241,564.90| $ 1,349,895.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,443,026.34 ROUTE : US 36 / SR 67 CALL ORDER : 360 CONTRACT ID : RS-27036-A COUNTIES : HANCOCK MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2135.00000 6405.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 69000.00000 69000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 918.000 TON | 32.50000 29835.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 418.500 TON | 105.00000 43942.50| | HMA PATCHING, TYPE B | | | 0006 306-08033 101012.000 SYS | 0.70000 70708.40| | MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 5300.00000 5300.00| | PROFILOGRAPH, HMA | | | 0008 401-07328 7780.000 TON | 39.00000 303420.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 401-07338 6988.000 TON | 36.30000 253664.40| | QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0010 401-07379 10373.000 TON | 36.50000 378614.50| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 58.500 TON | 170.00000 9945.00| | ASPHALT FOR TACK COAT | | | 0012 606-07484 37485.000 LFT | 0.13000 4873.05| | MILLED HMA SHOULDER CORRUGATIONS , | | | intermittent | | | 0013 610-07487 1380.000 TON | 75.00000 103500.00| | HMA FOR APPROACHES, TYPE B | | | 0014 615-06525 1.000 EACH| 800.00000 800.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06203 5657.000 LFT | 0.50000 2828.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 5657.000 LFT | 0.50000 2828.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 34.000 EACH| 95.00000 3230.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 68700.00000 68700.00| | MAINTAINING TRAFFIC | | | 0019 808-06711 633.000 LFT | 0.08000 50.64| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,443,026.34 ROUTE : US 36 / SR 67 CALL ORDER : 360 CONTRACT ID : RS-27036-A COUNTIES : HANCOCK MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06712 5075.000 LFT | 0.08000 406.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 60868.000 LFT | 0.08000 4869.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 33736.000 LFT | 0.08000 2698.88| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75320 11.000 EACH| 53.00000 583.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 7.000 EACH| 68.00000 476.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75996 676.000 EACH| 4.35000 2940.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 676.000 EACH| 18.75000 12675.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 306-08043 2450.000 SYS | 4.00000 9800.00| | MILLING, TRANSITION | | | SECTION TOTALS | $ 1,395,594.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,395,594.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,141,901.26 ROUTE : STATE ROAD 103 CALL ORDER : 370 CONTRACT ID : RS-27037-A COUNTIES : HENRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 473300A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 954,994.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,052,075.00 110.1656% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, MILL SURFACE AND BITUMINOUS OVERLAY | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 4300.00000 4300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1500.00000 10500.00| 2200.00000 15400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 47500.00000 47500.00| 52912.52000 52912.52| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 840.500 TON | 20.00000 16810.00| 32.00000 26896.00| COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 469.000 TON | 80.00000 37520.00| 88.00000 41272.00| HMA PATCHING, TYPE B | | | 0006 304-07492 1611.000 TON | 48.00000 77328.00| 55.00000 88605.00| WIDENING WITH HMA, TYPE A | | | 0007 306-08033 85249.000 SYS | 0.76000 64789.24| 0.48000 40919.52| MILLING, ASPHALT, 1 IN. | | | 0008 401-06264 LUMP| 1700.00000 1700.00| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0009 401-07321 7500.000 TON | 34.50000 258750.00| 39.00000 292500.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07371 9315.000 TON | 31.50000 293422.50| 35.00000 326025.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0011 406-05520 45.100 TON | 175.00000 7892.50| 180.00000 8118.00| ASPHALT FOR TACK COAT | | | 0012 610-07487 896.000 TON | 72.00000 64512.00| 80.00000 71680.00| HMA FOR APPROACHES, TYPE B | | | 0013 615-06525 14.000 EACH| 275.00000 3850.00| 450.00000 6300.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 801-06203 4689.000 LFT | 0.22000 1031.58| 1.20000 5626.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0015 801-06207 4689.000 LFT | 1.40000 6564.60| 1.20000 5626.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,141,901.26 ROUTE : STATE ROAD 103 CALL ORDER : 370 CONTRACT ID : RS-27037-A COUNTIES : HENRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 28.000 EACH| 95.00000 2660.00| 65.00000 1820.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 28465.22000 28465.22| 26000.00000 26000.00| MAINTAINING TRAFFIC | | | 0018 804-76420 6.000 EACH| 150.00000 900.00| 150.00000 900.00| MARKER TYPE 3, (W59 L) WITH POST | | | 0019 804-76425 6.000 EACH| 150.00000 900.00| 150.00000 900.00| MARKER TYPE 3, (W59 R) WITH POST | | | 0020 808-06712 2798.000 LFT | 0.08000 223.84| 0.08000 223.84| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 59178.000 LFT | 0.08000 4734.24| 0.08000 4734.24| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 44091.000 LFT | 0.08000 3527.28| 0.08000 3527.28| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75998 691.000 EACH| 18.00000 12438.00| 18.00000 12438.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 306-08043 3100.000 SYS | 2.25000 6975.00| 3.50000 10850.00| MILLING, TRANSITION | | | SECTION TOTALS | $ 954,994.00| $ 1,052,075.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 954,994.00| $ 1,052,075.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 227 CALL ORDER : 380 CONTRACT ID : RS-27038-A COUNTIES : WAYNE LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,334,370.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,181,859.52 ROUTE : 28 CALL ORDER : 390 CONTRACT ID : RS-27041-A COUNTIES : DELAWARE MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 106900D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 987,244.47 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,021,729.72 103.4930% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,242,350.00 125.8401% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3650.00000 3650.00| 3500.00000 3500.00| 11250.00000 11250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1800.00000 5400.00| 1570.00000 4710.00| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 51000.00000 51000.00| 65236.83000 65236.83 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 1157.000 TON | 27.65000 31991.05| 30.00000 34710.00| 38.00000 43966.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1165.000 TON | 60.00000 69900.00| 70.00000 81550.00| 90.00000 104850.00 HMA PATCHING, TYPE B | | | 0006 306-08033 224724.000 SYS | 0.28000 62922.72| 0.35000 78653.40| 0.35000 78653.40 MILLING, ASPHALT, 1 IN. | | | 0007 401-06264 LUMP| 3900.00000 3900.00| 6000.00000 6000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0008 401-07322 18121.000 TON | 37.30000 675913.30| 33.00000 597993.00| 42.00000 761082.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0009 406-05520 70.000 TON | 10.00000 700.00| 1.00000 70.00| 180.00000 12600.00 ASPHALT FOR TACK COAT | | | 0010 610-07487 697.500 TON | 58.28000 40650.30| 95.00000 66262.50| 85.00000 59287.50 HMA FOR APPROACHES, TYPE B | | | 0011 615-06525 17.000 EACH| 254.00000 4318.00| 250.00000 4250.00| 500.00000 8500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 801-06207 8493.000 LFT | 0.01000 84.93| 0.74000 6284.82| 1.20000 10191.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 37.000 EACH| 59.00000 2183.00| 85.00000 3145.00| 62.00000 2294.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 12840.00000 12840.00| 39000.00000 39000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,181,859.52 ROUTE : 28 CALL ORDER : 390 CONTRACT ID : RS-27041-A COUNTIES : DELAWARE MADISON LETTING DATE : 01/21/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 13467.000 LFT | 0.09000 1212.03| 0.20000 2693.40| 0.09000 1212.03 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 125523.000 LFT | 0.08000 10041.84| 0.20000 25104.60| 0.08000 10041.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 31060.000 LFT | 0.08000 2484.80| 0.05000 1553.00| 0.08000 2484.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 306-08043 3250.000 SYS | 3.07000 9977.50| 4.00000 13000.00| 2.80000 9100.00 MILLING, TRANSITION | | | 0019 801-06203 7500.000 LFT | 0.01000 75.00| 0.30000 2250.00| 1.20000 9000.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 987,244.47| $ 1,021,729.72| $ 1,242,350.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 987,244.47| $ 1,021,729.72| $ 1,242,350.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 019400F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 2,164,607.13 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,215,485.99 102.3504% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,270,679.67 104.9003% 4 35-1139301 E & B PAVING, INC. $ 2,421,408.48 111.8636% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,564,581.24 118.4779% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1600.00000 12800.00| 1500.00000 12000.00| 1780.00000 14240.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 108000.00000 108000.00| 110000.00000 110000.00| 112030.00000 112030.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 20.000 SYS | 25.00000 500.00| 12.00000 240.00| 35.00000 700.00 PAVEMENT REMOVAL | | | 0004 202-52710 1236.000 SYS | 6.15000 7601.40| 7.00000 8652.00| 7.70000 9517.20 SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60815 300.000 LFT | 10.00000 3000.00| 5.00000 1500.00| 11.40000 3420.00 CENTER CURB, REMOVE | | | 0006 202-90277 35.000 EACH| 40.00000 1400.00| 190.00000 6650.00| 40.00000 1400.00 DETECTOR HOUSING, REMOVE | | | 0007 202-93741 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| 250.00000 1250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 2.310 STA | 1000.00000 2310.00| 3000.00000 6930.00| 807.00000 1864.17 LINEAR GRADING | | | 0009 303-01180 465.000 TON | 10.00000 4650.00| 25.00000 11625.00| 25.00000 11625.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 5200.000 TON | 6.00000 31200.00| 10.00000 52000.00| 19.20000 99840.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1395.000 TON | 76.00000 106020.00| 90.00000 125550.00| 95.00000 132525.00 HMA PATCHING, TYPE B | | | 0012 304-07493 322.000 TON | 58.00000 18676.00| 92.00000 29624.00| 51.00000 16422.00 WIDENING WITH HMA, TYPE B | | | 0013 306-08033 103035.000 SYS | 0.55000 56669.25| 0.60000 61821.00| 0.38000 39153.30 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 306-08034 142024.000 SYS | 0.55000 78113.20| 0.60000 85214.40| 0.38000 53969.12 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08038 12770.000 SYS | 1.00000 12770.00| 1.15000 14685.50| 0.96000 12259.20 MILLING, ASPHALT, 4 IN. | | | 0016 306-08041 759.000 SYS | 2.10000 1593.90| 1.40000 1062.60| 3.55000 2694.45 MILLING, CONCRETE PAVEMENT | | | 0017 306-08043 26083.000 SYS | 2.00000 52166.00| 0.25000 6520.75| 2.20000 57382.60 MILLING, TRANSITION | | | 0018 401-06264 LUMP| 9000.00000 9000.00| 6000.00000 6000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0021 401-07379 1509.000 TON | 29.00000 43761.00| 37.00000 55833.00| 33.30000 50249.70 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 402-07433 223.000 TON | 42.50000 9477.50| 39.00000 8697.00| 37.00000 8251.00 HMA SURFACE, TYPE B | | | 0023 406-05520 100.000 TON | 200.00000 20000.00| 0.01000 1.00| 11.90000 1190.00 ASPHALT FOR TACK COAT | | | 0024 601-94689 5.000 EACH| 3000.00000 15000.00| 3600.00000 18000.00| 3460.00000 17300.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 604-06070 336.000 SYS | 33.00000 11088.00| 31.00000 10416.00| 35.00000 11760.00 SIDEWALK, CONCRETE | | | 0027 604-07894 322.000 SYS | 75.00000 24150.00| 65.00000 20930.00| 38.90000 12525.80 CURB RAMP, CONCRETE, A | | | 0028 604-07896 111.000 SYS | 75.00000 8325.00| 92.00000 10212.00| 38.90000 4317.90 CURB RAMP, CONCRETE, B | | | 0029 604-07899 436.000 SYS | 77.00000 33572.00| 46.00000 20056.00| 38.90000 16960.40 CURB RAMP, CONCRETE, E | | | 0030 604-07900 26.000 SYS | 130.00000 3380.00| 71.00000 1846.00| 38.90000 1011.40 CURB RAMP, CONCRETE, F | | | 0031 604-07901 5.000 SYS | 185.00000 925.00| 150.00000 750.00| 54.00000 270.00 CURB RAMP, CONCRETE, G | | | 0032 605-06120 1200.000 LFT | 33.00000 39600.00| 20.00000 24000.00| 29.00000 34800.00 CURB, CONCRETE | | | 0033 606-07484 1330.000 LFT | 2.90000 3857.00| 3.40000 4522.00| 3.10000 4123.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0034 610-07486 5621.000 TON | 52.00000 292292.00| 30.00000 168630.00| 57.80000 324893.80 HMA FOR APPROACHES, TYPE A | | | 0035 615-06527 3.000 EACH| 450.00000 1350.00| 280.00000 840.00| 450.00000 1350.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06574 70.000 SYS | 30.60000 2142.00| 12.25000 857.50| 30.60000 2142.00 SODDING | | | 0037 720-44000 1.000 EACH| 800.00000 800.00| 430.00000 430.00| 270.00000 270.00 CASTING, ADJUST TO GRADE | | | 0038 801-06203 6855.000 LFT | 0.45000 3084.75| 0.20000 1371.00| 0.15000 1028.25 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 6855.000 LFT | 1.10000 7540.50| 1.00000 6855.00| 1.05000 7197.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 99.000 EACH| 78.00000 7722.00| 145.00000 14355.00| 78.00000 7722.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 12000.00000 12000.00| 150000.00000 150000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0042 805-01827 8.000 EACH| 140.00000 1120.00| 500.00000 4000.00| 140.00000 1120.00 TRAFFIC SIGNAL HEAD, INSTALL | | | 0043 805-01842 13.000 EACH| 860.00000 11180.00| 590.00000 7670.00| 860.00000 11180.00 HANDHOLE, SIGNAL | | | 0044 805-02503 17715.000 LFT | 0.15000 2657.25| 0.20000 3543.00| 0.15000 2657.25 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-06592 1900.000 LFT | 9.00000 17100.00| 6.00000 11400.00| 9.00000 17100.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0046 805-78485 75.000 LFT | 1.30000 97.50| 0.90000 67.50| 1.30000 97.50 SIGNAL CABLE, 5C 14GA. | | | 0047 805-78490 75.000 LFT | 1.40000 105.00| 1.00000 75.00| 1.40000 105.00 SIGNAL CABLE, 7C 14GA. | | | 0048 805-78510 2350.000 LFT | 1.15000 2702.50| 0.70000 1645.00| 1.15000 2702.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0049 805-78795 5905.000 LFT | 6.30000 37201.50| 5.00000 29525.00| 6.30000 37201.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0050 805-78800 41.000 EACH| 420.00000 17220.00| 470.00000 19270.00| 420.00000 17220.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0051 808-04298 2.000 EACH| 250.00000 500.00| 360.00000 720.00| 250.00000 500.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0052 808-05929 3160.000 LFT | 1.00000 3160.00| 1.10000 3476.00| 1.00000 3160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0053 808-06703 137536.000 LFT | 0.23000 31633.28| 0.24000 33008.64| 0.23000 31633.28 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0054 808-75240 14283.000 LFT | 0.23000 3285.09| 0.24000 3427.92| 0.23000 3285.09 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75245 52737.000 LFT | 0.23000 12129.51| 0.24000 12656.88| 0.23000 12129.51 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75278 800.000 LFT | 1.50000 1200.00| 1.75000 1400.00| 1.50000 1200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0057 808-75290 230.000 LFT | 3.00000 690.00| 3.25000 747.50| 3.00000 690.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0058 808-75297 1300.000 LFT | 3.00000 3900.00| 3.25000 4225.00| 3.00000 3900.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75320 62.000 EACH| 52.00000 3224.00| 45.00000 2790.00| 52.00000 3224.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 37.000 EACH| 74.00000 2738.00| 65.00000 2405.00| 74.00000 2738.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75996 1450.000 EACH| 3.25000 4712.50| 4.50000 6525.00| 3.65000 5292.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 1450.000 EACH| 19.25000 27912.50| 20.00000 29000.00| 19.25000 27912.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-92027 3818.000 LFT | 1.00000 3818.00| 1.10000 4199.80| 1.00000 3818.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0064 401-07334 22624.000 TON | 41.00000 927584.00| 43.00000 972832.00| 42.00000 950208.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | SECTION TOTALS | $ 2,164,607.13| $ 2,215,485.99| $ 2,270,679.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,164,607.13| $ 2,215,485.99| $ 2,270,679.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1185040 | |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1500.00000 12000.00| 1800.00000 14400.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 120750.00000 120750.00| 125000.00000 125000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 20.000 SYS | 24.00000 480.00| 25.00000 500.00| PAVEMENT REMOVAL | | | 0004 202-52710 1236.000 SYS | 18.00000 22248.00| 5.00000 6180.00| SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60815 300.000 LFT | 12.00000 3600.00| 5.00000 1500.00| CENTER CURB, REMOVE | | | 0006 202-90277 35.000 EACH| 40.00000 1400.00| 250.00000 8750.00| DETECTOR HOUSING, REMOVE | | | 0007 202-93741 5.000 EACH| 250.00000 1250.00| 210.00000 1050.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 2.310 STA | 1900.00000 4389.00| 1500.00000 3465.00| LINEAR GRADING | | | 0009 303-01180 465.000 TON | 14.00000 6510.00| 15.00000 6975.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 5200.000 TON | 9.50000 49400.00| 15.00000 78000.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 1395.000 TON | 90.00000 125550.00| 80.00000 111600.00| HMA PATCHING, TYPE B | | | 0012 304-07493 322.000 TON | 68.00000 21896.00| 50.00000 16100.00| WIDENING WITH HMA, TYPE B | | | 0013 306-08033 103035.000 SYS | 0.45000 46365.75| 1.00000 103035.00| MILLING, ASPHALT, 1 IN. | | | 0014 306-08034 142024.000 SYS | 0.45000 63910.80| 1.00000 142024.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08038 12770.000 SYS | 1.10000 14047.00| 1.75000 22347.50| MILLING, ASPHALT, 4 IN. | | | 0016 306-08041 759.000 SYS | 9.00000 6831.00| 2.50000 1897.50| MILLING, CONCRETE PAVEMENT | | | 0017 306-08043 26083.000 SYS | 2.00000 52166.00| 1.75000 45645.25| MILLING, TRANSITION | | | 0018 401-06264 LUMP| 4800.00000 4800.00| 20000.00000 20000.00| PROFILOGRAPH, HMA | | | 0021 401-07379 1509.000 TON | 35.00000 52815.00| 35.00000 52815.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 402-07433 223.000 TON | 50.00000 11150.00| 39.00000 8697.00| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1185040 | |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 406-05520 100.000 TON | 15.00000 1500.00| 150.00000 15000.00| ASPHALT FOR TACK COAT | | | 0024 601-94689 5.000 EACH| 3000.00000 15000.00| 2750.00000 13750.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 950.00000 950.00| 925.00000 925.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 604-06070 336.000 SYS | 39.00000 13104.00| 45.00000 15120.00| SIDEWALK, CONCRETE | | | 0027 604-07894 322.000 SYS | 139.00000 44758.00| 65.00000 20930.00| CURB RAMP, CONCRETE, A | | | 0028 604-07896 111.000 SYS | 186.00000 20646.00| 65.00000 7215.00| CURB RAMP, CONCRETE, B | | | 0029 604-07899 436.000 SYS | 146.00000 63656.00| 65.00000 28340.00| CURB RAMP, CONCRETE, E | | | 0030 604-07900 26.000 SYS | 250.00000 6500.00| 65.00000 1690.00| CURB RAMP, CONCRETE, F | | | 0031 604-07901 5.000 SYS | 249.00000 1245.00| 65.00000 325.00| CURB RAMP, CONCRETE, G | | | 0032 605-06120 1200.000 LFT | 18.00000 21600.00| 25.00000 30000.00| CURB, CONCRETE | | | 0033 606-07484 1330.000 LFT | 2.50000 3325.00| 2.00000 2660.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0034 610-07486 5621.000 TON | 55.00000 309155.00| 55.00000 309155.00| HMA FOR APPROACHES, TYPE A | | | 0035 615-06527 3.000 EACH| 440.00000 1320.00| 600.00000 1800.00| MONUMENT, SECTION CORNER | | | 0036 621-06574 70.000 SYS | 40.00000 2800.00| 8.50000 595.00| SODDING | | | 0037 720-44000 1.000 EACH| 480.00000 480.00| 250.00000 250.00| CASTING, ADJUST TO GRADE | | | 0038 801-06203 6855.000 LFT | 0.20000 1371.00| 0.25000 1713.75| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 6855.000 LFT | 0.96000 6580.80| 1.00000 6855.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 99.000 EACH| 78.00000 7722.00| 145.00000 14355.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 196215.00000 196215.00| 65000.00000 65000.00| MAINTAINING TRAFFIC | | | 0042 805-01827 8.000 EACH| 140.00000 1120.00| 150.00000 1200.00| TRAFFIC SIGNAL HEAD, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1185040 | |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 805-01842 13.000 EACH| 860.00000 11180.00| 890.00000 11570.00| HANDHOLE, SIGNAL | | | 0044 805-02503 17715.000 LFT | 0.15000 2657.25| 0.15000 2657.25| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-06592 1900.000 LFT | 9.00000 17100.00| 9.35000 17765.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0046 805-78485 75.000 LFT | 1.30000 97.50| 1.35000 101.25| SIGNAL CABLE, 5C 14GA. | | | 0047 805-78490 75.000 LFT | 1.40000 105.00| 1.50000 112.50| SIGNAL CABLE, 7C 14GA. | | | 0048 805-78510 2350.000 LFT | 1.15000 2702.50| 1.20000 2820.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0049 805-78795 5905.000 LFT | 6.30000 37201.50| 7.50000 44287.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0050 805-78800 41.000 EACH| 420.00000 17220.00| 585.00000 23985.00| SIGNAL DETECTOR HOUSING INSTALL | | | 0051 808-04298 2.000 EACH| 280.00000 560.00| 360.00000 720.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0052 808-05929 3160.000 LFT | 1.00000 3160.00| 1.10000 3476.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0053 808-06703 137536.000 LFT | 0.23000 31633.28| 0.24000 33008.64| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0054 808-75240 14283.000 LFT | 0.23000 3285.09| 0.24000 3427.92| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0055 808-75245 52737.000 LFT | 0.23000 12129.51| 0.24000 12656.88| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75278 800.000 LFT | 1.50000 1200.00| 1.75000 1400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0057 808-75290 230.000 LFT | 3.00000 690.00| 3.25000 747.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0058 808-75297 1300.000 LFT | 3.00000 3900.00| 3.25000 4225.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75320 62.000 EACH| 52.00000 3224.00| 45.00000 2790.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,241,463.38 ROUTE : 33 CALL ORDER : 400 CONTRACT ID : RS-27063-A COUNTIES : ELKHART LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1185040 | |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75325 37.000 EACH| 74.00000 2738.00| 65.00000 2405.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75996 1450.000 EACH| 3.20000 4640.00| 3.00000 4350.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 1450.000 EACH| 19.25000 27912.50| 20.00000 29000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-92027 3818.000 LFT | 1.00000 3818.00| 1.10000 4199.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0064 401-07334 22624.000 TON | 39.50000 893648.00| 46.50000 1052016.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | SECTION TOTALS | $ 2,421,408.48| $ 2,564,581.24| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,421,408.48| $ 2,564,581.24| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 099600X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,705,149.03 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,740,058.31 102.0472% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,811,155.84 106.2168% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,937,455.40 113.6238% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1600.00000 4800.00| 3000.00000 9000.00| 2050.00000 6150.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 86500.00000 86500.00| 76223.00000 76223.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 87.000 EACH| 100.00000 8700.00| 139.80000 12162.60| 195.00000 16965.00 HEADWALL, REMOVE | | | 0005 202-02279 50.000 LFT | 10.00000 500.00| 27.97000 1398.50| 16.00000 800.00 CURB AND GUTTER, REMOVE | | | 0006 202-02772 2.000 EACH| 60.00000 120.00| 309.65000 619.30| 157.00000 314.00 CASTING, REMOVE | | | 0007 202-96133 100.000 LFT | 8.50000 850.00| 13.98000 1398.00| 7.84000 784.00 PIPE, REMOVE | | | 0008 203-90014 3.150 STA | 2200.00000 6930.00| 1720.37000 5419.17| 1260.00000 3969.00 LINEAR GRADING | | | 0009 211-02050 70.000 CYS | 11.00000 770.00| 1.00000 70.00| 27.30000 1911.00 B BORROW | | | 0010 213-04324 4.000 CYS | 80.00000 320.00| 189.83000 759.32| 115.00000 460.00 FLOWABLE FILL | | | 0011 301-07448 212.000 TON | 22.00000 4664.00| 5.00000 1060.00| 52.60000 11151.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 121.000 TON | 17.00000 2057.00| 5.00000 605.00| 33.00000 3993.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0013 303-07449 2743.000 TON | 12.00000 32916.00| 10.00000 27430.00| 16.00000 43888.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07491 637.000 TON | 83.00000 52871.00| 60.00000 38220.00| 105.00000 66885.00 HMA PATCHING, TYPE C | | | 0015 304-07494 357.000 TON | 50.00000 17850.00| 80.00000 28560.00| 34.00000 12138.00 WIDENING WITH HMA, TYPE C | | | 0016 306-08033 106430.740 SYS | 0.60000 63858.44| 0.50000 53215.37| 0.48000 51086.76 MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 13657.610 SYS | 0.60000 8194.57| 0.75000 10243.21| 0.68000 9287.17 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 17237.000 SYS | 0.01000 172.37| 0.01000 172.37| 2.13000 36714.81 MILLING, TRANSITION | | | 0019 401-06264 LUMP| 4000.00000 4000.00| 4600.00000 4600.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0024 402-07452 10.000 TON | 75.00000 750.00| 44.00000 440.00| 65.00000 650.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0025 406-05520 51.000 TON | 200.00000 10200.00| 300.00000 15300.00| 136.00000 6936.00 ASPHALT FOR TACK COAT | | | 0027 605-06140 50.000 LFT | 30.00000 1500.00| 43.36000 2168.00| 28.80000 1440.00 CURB AND GUTTER, CONCRETE | | | 0028 610-07488 565.000 TON | 56.00000 31640.00| 60.00000 33900.00| 61.40000 34691.00 HMA FOR APPROACHES, TYPE C | | | 0029 615-06520 15.000 EACH| 275.00000 4125.00| 275.00000 4125.00| 300.00000 4500.00 MONUMENT, RE-ESTABLISH | | | 0030 621-06574 900.000 SYS | 3.50000 3150.00| 1.00000 900.00| 4.82000 4338.00 SODDING | | | 0031 715-03476 3.000 EACH| 600.00000 1800.00| 600.00000 1800.00| 590.00000 1770.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0032 715-05151 260.000 LFT | 27.00000 7020.00| 33.51000 8712.60| 22.60000 5876.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0033 715-05595 42.000 LFT | 80.00000 3360.00| 56.61000 2377.62| 44.00000 1848.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0034 715-05596 6.000 LFT | 81.00000 486.00| 56.61000 339.66| 82.00000 492.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0035 715-05597 6.000 LFT | 82.00000 492.00| 56.61000 339.66| 86.00000 516.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0036 715-05756 198.000 LFT | 81.00000 16038.00| 56.61000 11208.78| 78.00000 15444.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0037 715-46000 62.000 EACH| 195.00000 12090.00| 189.83000 11769.46| 209.00000 12958.00 PIPE END SECTION, 12 IN. | | | 0038 715-46005 12.000 EACH| 200.00000 2400.00| 204.83000 2457.96| 222.00000 2664.00 PIPE END SECTION, 15 IN. | | | 0039 715-46010 2.000 EACH| 250.00000 500.00| 230.77000 461.54| 285.00000 570.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 720-44000 1.000 EACH| 235.00000 235.00| 300.00000 300.00| 270.00000 270.00 CASTING, ADJUST TO GRADE | | | 0041 720-45030 1.000 EACH| 1000.00000 1000.00| 1532.16000 1532.16| 1444.00000 1444.00 INLET, E7 | | | 0042 720-45035 2.000 EACH| 1000.00000 2000.00| 1532.16000 3064.32| 1444.00000 2888.00 INLET, F7 | | | 0043 801-06203 3760.000 LFT | 0.11000 413.60| 0.75000 2820.00| 0.17000 639.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 3760.000 LFT | 1.00000 3760.00| 0.75000 2820.00| 1.05000 3948.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 34.000 EACH| 99.00000 3366.00| 99.00000 3366.00| 85.00000 2890.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 36500.00000 36500.00| 38300.00000 38300.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0047 808-06701 580.000 LFT | 0.25000 145.00| 0.25000 145.00| 0.24000 139.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0048 808-06713 73450.000 LFT | 0.08000 5876.00| 0.08000 5876.00| 0.09000 6610.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-75240 6830.000 LFT | 0.25000 1707.50| 0.25000 1707.50| 0.24000 1639.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 17475.000 LFT | 0.25000 4368.75| 0.25000 4368.75| 0.24000 4194.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75274 1664.000 LFT | 1.25000 2080.00| 1.25000 2080.00| 1.22000 2030.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0052 808-75278 222.000 LFT | 1.90000 421.80| 1.90000 421.80| 1.84000 408.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0053 808-75297 134.000 LFT | 3.75000 502.50| 3.75000 502.50| 3.68000 493.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75300 92.000 LFT | 1.00000 92.00| 1.00000 92.00| 0.92000 84.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0055 808-75320 10.000 EACH| 60.00000 600.00| 60.00000 600.00| 66.00000 660.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0918397 |BROOKS CONSTRUCTION |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-75325 12.000 EACH| 84.00000 1008.00| 84.00000 1008.00| 94.00000 1128.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0057 808-75996 602.000 EACH| 4.00000 2408.00| 3.46000 2082.92| 4.45000 2678.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 602.000 EACH| 17.00000 10234.00| 17.00000 10234.00| 17.85000 10745.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 612-04315 16.200 TON | 815.00000 13203.00| 815.00000 13203.00| 815.00000 13203.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0060 612-60410 288.000 EACH| 8.00000 2304.00| 8.50000 2448.00| 8.50000 2448.00 DRILLED HOLE FOR UNDERSEAL | | | 0061 401-07327 6239.000 TON | 37.00000 230843.00| 34.00000 212126.00| 38.77000 241886.03 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0062 401-07328 10466.000 TON | 34.00000 355844.00| 38.00000 397708.00| 37.45000 391951.70 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0063 401-07378 7712.000 TON | 33.00000 254496.00| 31.00000 239072.00| 33.81000 260742.72 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0064 401-07379 12353.000 TON | 30.50000 376766.50| 33.00000 407649.00| 32.31000 399125.43 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0065 604-07897 9.000 SYS | 150.00000 1350.00| 255.36000 2298.24| 55.00000 495.00 CURB RAMP, CONCRETE, C | | | 0066 612-05081 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | SECTION TOTALS | $ 1,705,149.03| $ 1,740,058.31| $ 1,811,155.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,705,149.03| $ 1,740,058.31| $ 1,811,155.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 8500.00000 8500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1800.00000 5400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 91000.00000 91000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 87.000 EACH| 300.00000 26100.00| | HEADWALL, REMOVE | | | 0005 202-02279 50.000 LFT | 5.00000 250.00| | CURB AND GUTTER, REMOVE | | | 0006 202-02772 2.000 EACH| 75.00000 150.00| | CASTING, REMOVE | | | 0007 202-96133 100.000 LFT | 10.00000 1000.00| | PIPE, REMOVE | | | 0008 203-90014 3.150 STA | 1500.00000 4725.00| | LINEAR GRADING | | | 0009 211-02050 70.000 CYS | 20.00000 1400.00| | B BORROW | | | 0010 213-04324 4.000 CYS | 75.00000 300.00| | FLOWABLE FILL | | | 0011 301-07448 212.000 TON | 17.00000 3604.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 121.000 TON | 17.00000 2057.00| | COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0013 303-07449 2743.000 TON | 13.00000 35659.00| | COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07491 637.000 TON | 90.00000 57330.00| | HMA PATCHING, TYPE C | | | 0015 304-07494 357.000 TON | 55.00000 19635.00| | WIDENING WITH HMA, TYPE C | | | 0016 306-08033 106430.740 SYS | 1.00000 106430.74| | MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 13657.610 SYS | 1.00000 13657.61| | MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 17237.000 SYS | 1.00000 17237.00| | MILLING, TRANSITION | | | 0019 401-06264 LUMP| 8500.00000 8500.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 402-07452 10.000 TON | 35.00000 350.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0025 406-05520 51.000 TON | 150.00000 7650.00| | ASPHALT FOR TACK COAT | | | 0027 605-06140 50.000 LFT | 20.00000 1000.00| | CURB AND GUTTER, CONCRETE | | | 0028 610-07488 565.000 TON | 50.00000 28250.00| | HMA FOR APPROACHES, TYPE C | | | 0029 615-06520 15.000 EACH| 575.00000 8625.00| | MONUMENT, RE-ESTABLISH | | | 0030 621-06574 900.000 SYS | 5.00000 4500.00| | SODDING | | | 0031 715-03476 3.000 EACH| 500.00000 1500.00| | SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0032 715-05151 260.000 LFT | 38.00000 9880.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0033 715-05595 42.000 LFT | 38.00000 1596.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0034 715-05596 6.000 LFT | 40.00000 240.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0035 715-05597 6.000 LFT | 42.00000 252.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0036 715-05756 198.000 LFT | 35.00000 6930.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0037 715-46000 62.000 EACH| 175.00000 10850.00| | PIPE END SECTION, 12 IN. | | | 0038 715-46005 12.000 EACH| 185.00000 2220.00| | PIPE END SECTION, 15 IN. | | | 0039 715-46010 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 18 IN. | | | 0040 720-44000 1.000 EACH| 200.00000 200.00| | CASTING, ADJUST TO GRADE | | | 0041 720-45030 1.000 EACH| 850.00000 850.00| | INLET, E7 | | | 0042 720-45035 2.000 EACH| 850.00000 1700.00| | INLET, F7 | | | 0043 801-06203 3760.000 LFT | 0.25000 940.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 3760.000 LFT | 1.00000 3760.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 801-06640 34.000 EACH| 99.00000 3366.00| | CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0047 808-06701 580.000 LFT | 0.25000 145.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0048 808-06713 73450.000 LFT | 0.08000 5876.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-75240 6830.000 LFT | 0.25000 1707.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 17475.000 LFT | 0.25000 4368.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75274 1664.000 LFT | 1.25000 2080.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0052 808-75278 222.000 LFT | 1.90000 421.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0053 808-75297 134.000 LFT | 3.75000 502.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75300 92.000 LFT | 1.00000 92.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0055 808-75320 10.000 EACH| 60.00000 600.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0056 808-75325 12.000 EACH| 84.00000 1008.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0057 808-75996 602.000 EACH| 3.00000 1806.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 602.000 EACH| 17.00000 10234.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 612-04315 16.200 TON | 815.00000 13203.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0060 612-60410 288.000 EACH| 8.00000 2304.00| | DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,682,677.21 ROUTE : 9 CALL ORDER : 410 CONTRACT ID : RS-27065-A COUNTIES : LAGRANGE LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 401-07327 6239.000 TON | 37.75000 235522.25| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0062 401-07328 10466.000 TON | 37.75000 395091.50| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0063 401-07378 7712.000 TON | 35.75000 275704.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0064 401-07379 12353.000 TON | 35.75000 441619.75| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0065 604-07897 9.000 SYS | 75.00000 675.00| | CURB RAMP, CONCRETE, C | | | 0066 612-05081 1.000 EACH| 1500.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | SECTION TOTALS | $ 1,937,455.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,937,455.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,837.06 ROUTE : 18 CALL ORDER : 420 CONTRACT ID : RS-27068-A COUNTIES : GRANT LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/06/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 132500W SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,505,761.60 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,643,650.35 105.5028% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 14700.00000 14700.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1700.00000 10200.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 126000.00000 126000.00| 50300.00000 50300.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-90277 3.000 EACH| 200.00000 600.00| 200.00000 600.00| DETECTOR HOUSING, REMOVE | | | 0005 202-93741 1.000 EACH| 250.00000 250.00| 250.00000 250.00| GUARD RAIL END TREATMENT, REMOVE | | | 0006 202-98488 1.000 EACH| 56.06000 56.06| 190.00000 190.00| PIPE END SECTION, REMOVE | | | 0007 213-04324 4.000 CYS | 93.22000 372.88| 84.00000 336.00| FLOWABLE FILL | | | 0008 304-07489 200.000 TON | 60.00000 12000.00| 72.00000 14400.00| HMA PATCHING, TYPE A | | | 0009 306-08032 22858.100 SYS | 0.01000 228.58| 0.73000 16686.41| MILLING, TRANSITION | | | 0010 406-05520 6.000 TON | 1300.00000 7800.00| 300.00000 1800.00| ASPHALT FOR TACK COAT | | | 0011 506-06333 1007.000 SYS | 95.00000 95665.00| 79.00000 79553.00| PCCP PATCHING, FULL DEPTH | | | 0012 506-06334 228.000 SYS | 140.00000 31920.00| 175.00000 39900.00| PCCP PATCHING, PARTIAL DEPTH | | | 0013 507-07480 132954.000 SYS | 3.00000 398862.00| 2.48000 329725.92| PCCP PROFILING | | | 0014 507-07482 839.000 LFT | 0.84000 704.76| 1.26000 1057.14| CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0015 601-94689 1.000 EACH| 3304.74000 3304.74| 3350.00000 3350.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,837.06 ROUTE : 18 CALL ORDER : 420 CONTRACT ID : RS-27068-A COUNTIES : GRANT LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 607-95754 1318.000 LFT | 1.00000 1318.00| 3.55000 4678.90| PAVED SIDE DITCH, BREAK | | | 0017 610-07486 1886.000 TON | 30.00000 56580.00| 46.00000 86756.00| HMA FOR APPROACHES, TYPE A | | | 0018 612-04315 34.500 TON | 800.00000 27600.00| 775.00000 26737.50| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-05081 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0020 612-60410 576.000 EACH| 8.00000 4608.00| 6.75000 3888.00| DRILLED HOLE FOR UNDERSEAL | | | 0021 615-06525 4.000 EACH| 316.11000 1264.44| 230.00000 920.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0022 616-02320 309.000 SYS | 0.01000 3.09| 1.85000 571.65| GEOTEXTILES | | | 0023 616-07656 1036.000 TON | 10.00000 10360.00| 20.58000 21320.88| RIPRAP | | | 0025 715-05053 6415.000 LFT | 9.40000 60301.00| 9.40000 60301.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0026 715-46000 1.000 EACH| 117.32000 117.32| 165.00000 165.00| PIPE END SECTION, 12 IN. | | | 0027 715-96913 194.000 LFT | 131.50000 25511.00| 110.00000 21340.00| PIPE, POLYETHYLENE LINER, 36 IN. | | | 0028 718-06526 4677.000 TON | 17.00000 79509.00| 31.00000 144987.00| HMA FOR UNDERDRAINS | | | 0029 718-06528 162.000 EACH| 581.75000 94243.50| 544.00000 88128.00| OUTLET PROTECTOR, 1 | | | 0030 718-06532 9327.000 LFT | 0.90000 8394.30| 0.90000 8394.30| VIDEO INSPECTION FOR UNDERDRAINS | | | 0031 718-52610 1420.000 CYS | 16.00000 22720.00| 43.80000 62196.00| AGGREGATE FOR UNDERDRAINS | | | 0032 801-01504 1.000 EACH| 27.52000 27.52| 200.00000 200.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0033 801-01505 1.000 EACH| 27.52000 27.52| 204.00000 204.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0034 801-06640 28.000 EACH| 79.00000 2212.00| 82.00000 2296.00| CONSTRUCTION SIGN, A | | | 0035 801-06710 50.000 DAY | 30.00000 1500.00| 20.00000 1000.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,837.06 ROUTE : 18 CALL ORDER : 420 CONTRACT ID : RS-27068-A COUNTIES : GRANT LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06775 LUMP| 99000.00000 99000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0037 801-92448 300.000 DAY | 10.00000 3000.00| 1.75000 525.00| CONSTRUCTION SIGNS, MOBILE | | | 0038 805-78470 1470.000 LFT | 0.21000 308.70| 0.21000 308.70| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0039 805-78795 450.000 LFT | 7.40000 3330.00| 7.40000 3330.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0040 805-78800 3.000 EACH| 490.00000 1470.00| 490.00000 1470.00| SIGNAL DETECTOR HOUSING INSTALL | | | 0041 808-03002 12465.000 LFT | 0.33000 4113.45| 0.36000 4487.40| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0042 808-03631 53847.000 LFT | 0.33000 17769.51| 0.36000 19384.92| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 49853.000 LFT | 0.33000 16451.49| 0.36000 17947.08| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-75297 76.000 LFT | 8.15000 619.40| 10.50000 798.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0045 808-75996 683.000 EACH| 11.38000 7772.54| 7.45000 5088.35| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 683.000 EACH| 17.90000 12225.70| 13.50000 9220.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0047 507-07481 120640.000 LFT | 0.84000 101337.60| 0.94000 113401.60| CRACKS AND JOINTS IN PCCP, SEAL | | | 0048 402-07440 15000.000 TON | 23.00000 345000.00| 25.20000 378000.00| HMA BASE. TYPE A | | | 0049 715-05203 93270.000 LFT | 1.75000 163222.50| 1.75000 163222.50| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0050 501-06266 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| PROFILOGRAPH, PCCP | | | 0051 402-07432 6400.000 TON | 31.00000 198400.00| 31.50000 201600.00| HMA SURFACE, TYPE A | | | 0052 402-07435 12800.000 TON | 24.00000 307200.00| 25.20000 322560.00| HMA INTERMEDIATE, TYPE A | | | 0053 210-07887 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| TRAFFIC SIGNAL , EMERGENCY REPAIR | | | 0054 306-08039 40160.000 SYS | 3.00000 120480.00| 6.71000 269473.60| MILLING, ASPHALT REMOVAL | | | 0055 805-97509 1.000 EACH| 600.00000 600.00| 600.00000 600.00| MODIFY M FOUNDATION TO P1 FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,997,837.06 ROUTE : 18 CALL ORDER : 420 CONTRACT ID : RS-27068-A COUNTIES : GRANT LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,505,761.60| $ 2,643,650.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,505,761.60| $ 2,643,650.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 359200H 359200G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 584,667.90 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 588,179.50 100.6006% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 593,845.50 101.5697% 4 35-1139301 E & B PAVING, INC. $ 626,560.90 107.1652% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6300.00000 6300.00| 4500.00000 4500.00| 1700.00000 1700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1825.00000 5475.00| 2000.00000 6000.00| 1700.00000 5100.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 29500.00000 29500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 9000.000 SYS | 4.28000 38520.00| 6.00000 54000.00| 5.85000 52650.00 PAVEMENT REMOVAL | | | 0005 202-02278 1700.000 LFT | 2.00000 3400.00| 1.00000 1700.00| 4.00000 6800.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 850.000 SYS | 5.83000 4955.50| 2.00000 1700.00| 5.85000 4972.50 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74035 6.000 EACH| 16.90000 101.40| 85.00000 510.00| 100.00000 600.00 SIGN, REMOVE | | | 0009 203-02000 4.500 CYS | 40.56000 182.52| 115.00000 517.50| 165.00000 742.50 EXCAVATION, COMMON | | | 0010 203-02070 25.000 CYS | 0.01000 0.25| 105.00000 2625.00| 165.00000 4125.00 BORROW | | | 0011 203-02080 0.625 MILE| 8657.00000 5410.63| 5700.00000 3562.50| 13000.00000 8125.00 LINEAR GRADING | | | 0012 303-07449 7.000 TON | 54.26000 379.82| 59.00000 413.00| 250.00000 1750.00 COMPACTED AGGREGATE, NO. 73 | | | 0013 305-05204 50.000 TON | 76.39000 3819.50| 100.00000 5000.00| 100.00000 5000.00 HMA FOR PATCHING | | | 0014 305-60400 50.000 TON | 5.00000 250.00| 23.00000 1150.00| 17.25000 862.50 COMPACTED AGGREGATE FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08042 10800.000 SYS | 0.40000 4320.00| 1.00000 10800.00| 0.75000 8100.00 MILLING, SCARIFICATION/PROFILE | | | 0016 401-06264 LUMP| 1.00000 1.00| 5500.00000 5500.00| 4300.00000 4300.00 PROFILOGRAPH, HMA | | | 0017 401-07327 1680.000 TON | 36.50000 61320.00| 37.00000 62160.00| 36.00000 60480.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0018 401-07397 1200.000 TON | 31.40000 37680.00| 31.00000 37200.00| 33.50000 40200.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0019 401-07412 3990.000 TON | 29.40000 117306.00| 30.70000 122493.00| 28.50000 113715.00 QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | 0022 406-05520 9.000 TON | 259.00000 2331.00| 225.00000 2025.00| 250.00000 2250.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH| 2550.00000 5100.00| 2400.00000 4800.00| 3700.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | 0024 604-07901 185.000 SYS | 80.00000 14800.00| 210.00000 38850.00| 61.00000 11285.00 CURB RAMP, CONCRETE, G | | | 0025 604-91531 850.000 SYS | 29.31000 24913.50| 28.50000 24225.00| 26.00000 22100.00 SIDEWALK, CONCRETE, 4 IN. | | | 0027 610-05527 210.000 TON | 56.57000 11879.70| 65.00000 13650.00| 150.00000 31500.00 HMA FOR APPROACHES | | | 0028 621-06574 400.000 SYS | 7.25000 2900.00| 7.25000 2900.00| 8.25000 3300.00 SODDING | | | 0029 720-44000 44.000 EACH| 293.62000 12919.28| 325.00000 14300.00| 220.00000 9680.00 CASTING, ADJUST TO GRADE | | | 0030 801-06203 7400.000 LFT | 0.20000 1480.00| 0.20000 1480.00| 0.20000 1480.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 5600.000 LFT | 0.72000 4032.00| 1.60000 8960.00| 0.75000 4200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 24.000 EACH| 175.00000 4200.00| 98.00000 2352.00| 205.00000 4920.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 91062.00000 91062.00| 5500.00000 5500.00| 28000.00000 28000.00 MAINTAINING TRAFFIC | | | 0035 808-04298 2.000 EACH| 315.00000 630.00| 330.00000 660.00| 325.00000 650.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0036 808-06703 8000.000 LFT | 0.26000 2080.00| 0.27000 2160.00| 0.26000 2080.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-75245 10600.000 LFT | 0.26000 2756.00| 0.27000 2862.00| 0.26000 2756.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1185040 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75297 278.000 LFT | 3.40000 945.20| 3.50000 973.00| 3.50000 973.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75300 560.000 LFT | 1.00000 560.00| 1.00000 560.00| 1.00000 560.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0041 808-75998 44.000 EACH| 31.00000 1364.00| 31.00000 1364.00| 31.00000 1364.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 202-06541 1.000 EACH| 815.00000 815.00| 1500.00000 1500.00| 2000.00000 2000.00 REMOVE AND REINSTALL FLOWER POT | | | 0043 202-93741 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 200.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0044 301-07448 2670.000 TON | 10.00000 26700.00| 19.00000 50730.00| 17.25000 46057.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 306-08043 720.000 SYS | 6.58000 4737.60| 4.00000 2880.00| 4.00000 2880.00 MILLING, TRANSITION | | | 0046 304-07493 950.000 TON | 30.46000 28937.00| 36.00000 34200.00| 40.00000 38000.00 WIDENING WITH HMA, TYPE B | | | 0047 611-05330 100.000 SYS | 49.48000 4948.00| 37.00000 3700.00| 30.00000 3000.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0048 621-02770 100.000 SYS | 6.50000 650.00| 6.50000 650.00| 4.50000 450.00 EROSION CONTROL BLANKET | | | 0049 605-06140 1700.000 LFT | 8.76000 14892.00| 9.90000 16830.00| 13.00000 22100.00 CURB AND GUTTER, CONCRETE | | | 0050 801-06216 95.000 LFT | 1.20000 114.00| 2.50000 237.50| 2.50000 237.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | SECTION TOTALS | $ 584,667.90| $ 588,179.50| $ 593,845.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,667.90| $ 588,179.50| $ 593,845.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 31300.00000 31300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 9000.000 SYS | 6.00000 54000.00| | PAVEMENT REMOVAL | | | 0005 202-02278 1700.000 LFT | 1.00000 1700.00| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 850.000 SYS | 3.00000 2550.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74035 6.000 EACH| 40.27000 241.62| | SIGN, REMOVE | | | 0009 203-02000 4.500 CYS | 10.00000 45.00| | EXCAVATION, COMMON | | | 0010 203-02070 25.000 CYS | 126.45000 3161.25| | BORROW | | | 0011 203-02080 0.625 MILE| 6000.00000 3750.00| | LINEAR GRADING | | | 0012 303-07449 7.000 TON | 104.00000 728.00| | COMPACTED AGGREGATE, NO. 73 | | | 0013 305-05204 50.000 TON | 70.00000 3500.00| | HMA FOR PATCHING | | | 0014 305-60400 50.000 TON | 5.00000 250.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0015 306-08042 10800.000 SYS | 0.25000 2700.00| | MILLING, SCARIFICATION/PROFILE | | | 0016 401-06264 LUMP| 1.00000 1.00| | PROFILOGRAPH, HMA | | | 0017 401-07327 1680.000 TON | 40.00000 67200.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0018 401-07397 1200.000 TON | 34.00000 40800.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0019 401-07412 3990.000 TON | 31.00000 123690.00| | QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | 0022 406-05520 9.000 TON | 145.00000 1305.00| | ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH| 2550.00000 5100.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 604-07901 185.000 SYS | 50.00000 9250.00| | CURB RAMP, CONCRETE, G | | | 0025 604-91531 850.000 SYS | 30.00000 25500.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0027 610-05527 210.000 TON | 65.00000 13650.00| | HMA FOR APPROACHES | | | 0028 621-06574 400.000 SYS | 8.00000 3200.00| | SODDING | | | 0029 720-44000 44.000 EACH| 400.00000 17600.00| | CASTING, ADJUST TO GRADE | | | 0030 801-06203 7400.000 LFT | 0.01000 74.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 5600.000 LFT | 0.01000 56.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 24.000 EACH| 150.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 67000.00000 67000.00| | MAINTAINING TRAFFIC | | | 0035 808-04298 2.000 EACH| 315.00000 630.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0036 808-06703 8000.000 LFT | 0.26000 2080.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-75245 10600.000 LFT | 0.26000 2756.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75297 278.000 LFT | 3.40000 945.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75300 560.000 LFT | 1.00000 560.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0041 808-75998 44.000 EACH| 30.50000 1342.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 202-06541 1.000 EACH| 1121.33000 1121.33| | REMOVE AND REINSTALL FLOWER POT | | | 0043 202-93741 2.000 EACH| 250.00000 500.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0044 301-07448 2670.000 TON | 22.00000 58740.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 769,278.78 ROUTE : 5 CALL ORDER : 430 CONTRACT ID : RS-27073-A COUNTIES : WHITLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 306-08043 720.000 SYS | 5.00000 3600.00| | MILLING, TRANSITION | | | 0046 304-07493 950.000 TON | 24.00000 22800.00| | WIDENING WITH HMA, TYPE B | | | 0047 611-05330 100.000 SYS | 85.57000 8557.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0048 621-02770 100.000 SYS | 6.50000 650.00| | EROSION CONTROL BLANKET | | | 0049 605-06140 1700.000 LFT | 12.00000 20400.00| | CURB AND GUTTER, CONCRETE | | | 0050 801-06216 95.000 LFT | 4.50000 427.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | SECTION TOTALS | $ 626,560.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 626,560.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,207,071.84 ROUTE : SR 145 CALL ORDER : 440 CONTRACT ID : RS-27105-A COUNTIES : PERRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 356200G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 967,313.70 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 989,600.00 102.3039% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06845 LUMP| 7200.00000 7200.00| 11600.00000 11600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1510.00000 12080.00| 1600.00000 12800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48000.00000 48000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 25.000 LFT | 2.62000 65.50| 2.62000 65.50| GUARDRAIL, REMOVE | | | 0005 202-02676 500.000 TON | 2.25000 1125.00| 4.15000 2075.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0006 202-93741 14.000 EACH| 350.00000 4900.00| 134.48000 1882.72| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02376 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0008 211-07454 150.000 CYS | 23.00000 3450.00| 26.00000 3900.00| STRUCTURE BACKFILL | | | 0009 303-01180 510.000 TON | 14.00000 7140.00| 39.00000 19890.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 100.000 TON | 17.50000 1750.00| 18.00000 1800.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07489 100.000 TON | 89.00000 8900.00| 95.00000 9500.00| HMA PATCHING, TYPE A | | | 0012 306-08033 35884.000 SYS | 0.60000 21530.40| 0.40000 14353.60| MILLING, ASPHALT, 1 IN. | | | 0013 306-08042 50514.000 SYS | 0.23000 11618.22| 0.27000 13638.78| MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 2074.000 SYS | 3.50000 7259.00| 1.63000 3380.62| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,207,071.84 ROUTE : SR 145 CALL ORDER : 440 CONTRACT ID : RS-27105-A COUNTIES : PERRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-06264 LUMP| 3000.00000 3000.00| 3400.00000 3400.00| PROFILOGRAPH, HMA | | | 0016 401-07320 7128.000 TON | 34.25000 244134.00| 33.50000 238788.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0017 401-07370 10049.000 TON | 36.50000 366788.50| 32.80000 329607.20| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0018 402-07450 100.000 TON | 51.00000 5100.00| 40.00000 4000.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0019 405-05517 21.000 TON | 280.00000 5880.00| 280.00000 5880.00| ASPHALT FOR PRIME COAT | | | 0020 406-05520 44.000 TON | 192.00000 8448.00| 175.00000 7700.00| ASPHALT FOR TACK COAT | | | 0021 601-02136 1.000 EACH| 1611.00000 1611.00| 1610.61000 1610.61| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 8 FT. 6 IN. RADIUS | | | 0022 601-04412 1.000 EACH| 825.00000 825.00| 719.72000 719.72| GUARDRAIL, BURIED END | | | 0023 601-94689 17.000 EACH| 2550.00000 43350.00| 2108.20000 35839.40| GUARDRAIL END TREATMENT, OS | | | 0024 601-95300 5.000 EACH| 85.11000 425.55| 85.11000 425.55| CONNECTOR, A S | | | 0025 601-99105 612.500 LFT | 12.05000 7380.63| 12.05000 7380.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 582.000 TON | 60.00000 34920.00| 45.00000 26190.00| HMA FOR APPROACHES, TYPE A | | | 0027 615-06525 1.000 EACH| 700.00000 700.00| 650.00000 650.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0028 616-02305 207.000 CYS | 130.00000 26910.00| 185.00000 38295.00| GABIONS | | | 0029 616-02320 1368.000 SYS | 2.00000 2736.00| 3.50000 4788.00| GEOTEXTILES | | | 0030 616-06451 1166.000 TON | 16.00000 18656.00| 35.00000 40810.00| RIPRAP, UNIFORM | | | 0031 801-06203 3231.000 LFT | 2.20000 7108.20| 0.55000 1777.05| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 3231.000 LFT | 0.45000 1453.95| 1.25000 4038.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 34.000 EACH| 75.00000 2550.00| 75.00000 2550.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 15000.00000 15000.00| 52592.07000 52592.07| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,207,071.84 ROUTE : SR 145 CALL ORDER : 440 CONTRACT ID : RS-27105-A COUNTIES : PERRY LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 804-76295 4.000 EACH| 17.00000 68.00| 17.00000 68.00| DELINEATOR, WHITE, 3 IN. DIA | | | 0036 808-06712 2160.000 LFT | 0.30000 648.00| 0.08000 172.80| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 64624.000 LFT | 0.08000 5169.92| 0.08000 5169.92| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 54461.000 LFT | 0.08000 4356.88| 0.08000 4356.88| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-75297 21.000 LFT | 20.00000 420.00| 15.00000 315.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75996 819.000 EACH| 3.25000 2661.75| 5.00000 4095.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 833.000 EACH| 17.40000 14494.20| 17.40000 14494.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 967,313.70| $ 989,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 967,313.70| $ 989,600.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 35 CALL ORDER : 450 CONTRACT ID : RS-27117-A COUNTIES : CASS LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,683,874.59 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 671,977.39 ROUTE : 421 CALL ORDER : 460 CONTRACT ID : RS-27118-A COUNTIES : PULASKI LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818029 0818029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 639,489.48 100.0000% 2 35-1139301 E & B PAVING, INC. $ 662,320.94 103.5702% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 10350.00000 10350.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1875.00000 9375.00| 1500.00000 7500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 33115.00000 33115.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-78515 LUMP| 1260.00000 1260.00| 350.00000 350.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0005 202-93999 1.000 EACH| 105.00000 105.00| 650.00000 650.00| SIGNAL POLE, REMOVE | | | 0006 203-02000 1000.000 CYS | 17.00000 17000.00| 25.00000 25000.00| EXCAVATION, COMMON | | | 0007 211-07454 30.000 CYS | 5.75000 172.50| 25.00000 750.00| STRUCTURE BACKFILL | | | 0008 303-07449 1026.000 TON | 18.25000 18724.50| 18.00000 18468.00| COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 265.000 TON | 62.75000 16628.75| 55.00000 14575.00| HMA PATCHING, TYPE B | | | 0010 306-08033 36960.000 SYS | 0.77000 28459.20| 0.35000 12936.00| MILLING, ASPHALT, 1 IN. | | | 0011 401-06264 LUMP| 5175.00000 5175.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0012 401-07328 3530.000 TON | 42.00000 148260.00| 38.50000 135905.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0013 401-07379 4570.000 TON | 38.75000 177087.50| 33.00000 150810.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0014 401-07408 2600.000 TON | 33.35000 86710.00| 30.00000 78000.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 671,977.39 ROUTE : 421 CALL ORDER : 460 CONTRACT ID : RS-27118-A COUNTIES : PULASKI LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 16.000 TON | 419.50000 6712.00| 550.00000 8800.00| ASPHALT FOR TACK COAT | | | 0016 610-07487 300.000 TON | 73.40000 22020.00| 100.00000 30000.00| HMA FOR APPROACHES, TYPE B | | | 0017 615-06527 1.000 EACH| 525.00000 525.00| 550.00000 550.00| MONUMENT, SECTION CORNER | | | 0018 616-02320 35.000 SYS | 10.00000 350.00| 12.00000 420.00| GEOTEXTILES | | | 0019 616-06405 30.000 TON | 121.00000 3630.00| 45.00000 1350.00| RIPRAP, REVETMENT | | | 0021 621-06574 40.000 SYS | 36.75000 1470.00| 40.00000 1600.00| SODDING | | | 0022 715-05119 45.000 LFT | 61.80000 2781.00| 145.00000 6525.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0023 715-05121 46.000 LFT | 180.00000 8280.00| 195.00000 8970.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0024 715-46005 2.000 EACH| 350.00000 700.00| 365.00000 730.00| PIPE END SECTION, 15 IN. | | | 0025 715-46010 2.000 EACH| 370.00000 740.00| 385.00000 770.00| PIPE END SECTION, 18 IN. | | | 0026 801-01093 4.000 EACH| 603.75000 2415.00| 400.00000 1600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-04308 6.000 EACH| 157.50000 945.00| 150.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06203 2314.000 LFT | 0.58000 1342.12| 0.24000 555.36| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 1173.000 LFT | 1.38000 1618.74| 1.20000 1407.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06625 28.000 EACH| 68.25000 1911.00| 65.00000 1820.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0031 801-06640 44.000 EACH| 81.90000 3603.60| 78.00000 3432.00| CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 13575.00000 13575.00| 66990.00000 66990.00| MAINTAINING TRAFFIC | | | 0033 801-07118 60.000 LFT | 9.45000 567.00| 9.00000 540.00| BARRICADE, III-A | | | 0034 801-07119 25.000 LFT | 12.86000 321.50| 12.25000 306.25| BARRICADE, III-B | | | 0035 802-05701 220.000 LFT | 13.65000 3003.00| 4.00000 880.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 671,977.39 ROUTE : 421 CALL ORDER : 460 CONTRACT ID : RS-27118-A COUNTIES : PULASKI LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 802-76035 151.000 SFT | 13.65000 2061.15| 13.00000 1963.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0037 804-06740 10.000 EACH| 26.25000 262.50| 150.00000 1500.00| DELINEATOR WITH POST, D2 | | | 0038 805-01815 1.000 EACH| 1890.00000 1890.00| 1800.00000 1800.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0039 805-78010 1.000 EACH| 1260.00000 1260.00| 700.00000 700.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0040 805-78190 4.000 EACH| 393.75000 1575.00| 350.00000 1400.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0041 805-78195 4.000 EACH| 367.50000 1470.00| 330.00000 1320.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0042 805-78415 1.000 EACH| 1050.00000 1050.00| 2000.00000 2000.00| SPAN, CATENARY, AND TETHER | | | 0043 805-78420 2.000 EACH| 367.50000 735.00| 200.00000 400.00| DISCONNECT HANGER | | | 0044 805-78467 25.000 LFT | 1.58000 39.50| 1.65000 41.25| SIGNAL CABLE, 3C 8GA. | | | 0045 805-78480 220.000 LFT | 0.63000 138.60| 1.00000 220.00| SIGNAL CABLE, 3C 14GA. | | | 0046 805-78485 50.000 LFT | 0.79000 39.50| 1.20000 60.00| SIGNAL CABLE, 5C 14GA. | | | 0047 805-81060 2.000 EACH| 2940.00000 5880.00| 2700.00000 5400.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0048 808-06703 25026.000 LFT | 0.26000 6506.76| 0.24000 6006.24| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0049 808-75240 2550.000 LFT | 0.26000 663.00| 0.24000 612.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 3076.000 LFT | 0.26000 799.76| 0.24000 738.24| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75297 45.000 LFT | 12.08000 543.60| 6.00000 270.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75996 240.000 EACH| 6.20000 1488.00| 4.00000 960.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 671,977.39 ROUTE : 421 CALL ORDER : 460 CONTRACT ID : RS-27118-A COUNTIES : PULASKI LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75998 250.000 EACH| 20.48000 5120.00| 21.00000 5250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0054 202-01874 35.000 EACH| 52.50000 1837.50| 15.00000 525.00| SHEET SIGN AND POST, REMOVE | | | 0055 306-08043 7000.000 SYS | 0.25000 1750.00| 0.01000 70.00| MILLING, TRANSITION | | | 0056 621-01004 2.000 EACH| 210.00000 420.00| 200.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06559 40.000 SYS | 11.68000 467.20| 14.00000 560.00| MULCHED SEEDING, R | | | 0058 805-78445 1.000 EACH| 525.00000 525.00| 570.00000 570.00| SIGNAL SERVICE | | | SECTION TOTALS | $ 639,489.48| $ 662,320.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,489.48| $ 662,320.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 466 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 41 CALL ORDER : 466 CONTRACT ID : RS-27154-A COUNTIES : VIGO LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,759,301.18 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,144,261.41 ROUTE : 59 CALL ORDER : 470 CONTRACT ID : RS-27285-A COUNTIES : CLAY PARKE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0573005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,999,704.45 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,528,515.00 117.6287% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3338.75000 3338.75| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1487.85000 11902.80| 1900.00000 15200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 145012.00000 145012.00| 89673.25000 89673.25| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 797.000 LFT | 2.84000 2263.48| 2.50000 1992.50| GUARDRAIL, REMOVE | | | 0005 202-93741 50.000 EACH| 323.65000 16182.50| 475.00000 23750.00| GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-04075 6923.000 TON | 16.50000 114229.50| 16.00000 110768.00| COMPACTED AGGREGATE, O, 73 | | | 0007 303-52308 850.000 TON | 18.51000 15733.50| 20.00000 17000.00| COMPACTED AGGREGATE, O, 53 | | | 0008 304-07491 150.000 TON | 110.25000 16537.50| 115.00000 17250.00| HMA PATCHING, TYPE C | | | 0009 304-07494 550.000 TON | 51.47000 28308.50| 110.00000 60500.00| WIDENING WITH HMA, TYPE C | | | 0010 306-08033 225183.000 SYS | 0.62000 139613.46| 0.55000 123850.65| MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 6814.000 SYS | 1.63000 11106.82| 2.00000 13628.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 1375.000 SYS | 15.07000 20721.25| 5.00000 6875.00| MILLING, TRANSITION | | | 0013 401-06264 LUMP| 6313.19000 6313.19| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0014 401-07328 22521.000 TON | 40.08000 902641.68| 50.00000 1126050.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0015 401-07379 32000.000 TON | 33.20000 1062400.00| 41.00000 1312000.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,144,261.41 ROUTE : 59 CALL ORDER : 470 CONTRACT ID : RS-27285-A COUNTIES : CLAY PARKE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07452 1000.000 TON | 36.59000 36590.00| 45.00000 45000.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0017 405-05517 3.400 TON | 589.38000 2003.89| 500.00000 1700.00| ASPHALT FOR PRIME COAT | | | 0018 406-05520 134.300 TON | 197.02000 26459.79| 185.00000 24845.50| ASPHALT FOR TACK COAT | | | 0019 601-92948 9005.000 LFT | 1.73000 15578.65| 3.75000 33768.75| GUARDRAIL, ADJUST HEIGHT | | | 0020 601-94689 50.000 EACH| 2063.25000 103162.50| 2650.00000 132500.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 797.000 LFT | 12.86000 10249.42| 10.25000 8169.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 605-05523 562.000 LFT | 12.38000 6957.56| 8.50000 4777.00| CURB, HMA | | | 0023 608-04395 20.000 TON | 93.05000 1861.00| 100.00000 2000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-07488 1530.000 TON | 91.15000 139459.50| 83.00000 126990.00| HMA FOR APPROACHES, TYPE C | | | 0025 615-06505 20.000 EACH| 825.00000 16500.00| 600.00000 12000.00| MONUMENT, B | | | 0026 616-06405 200.000 TON | 60.27000 12054.00| 50.00000 10000.00| RIPRAP, REVETMENT | | | 0027 801-03290 4.000 EACH| 120.75000 483.00| 125.00000 500.00| CONSTRUCTION SIGN, C | | | 0028 801-06203 16490.000 LFT | 0.44000 7255.60| 0.90000 14841.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 8358.000 LFT | 1.40000 11701.20| 0.90000 7522.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 49.000 EACH| 81.90000 4013.10| 85.00000 4165.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 33752.52000 33752.52| 82500.00000 82500.00| MAINTAINING TRAFFIC | | | 0032 808-03631 1204.000 LFT | 1.31000 1577.24| 1.30000 1565.20| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 430.000 LFT | 1.31000 563.30| 1.30000 559.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-04896 194.000 LFT | 1.31000 254.14| 1.30000 252.20| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0035 808-06703 165255.000 LFT | 0.25000 41313.75| 0.25000 41313.75| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,144,261.41 ROUTE : 59 CALL ORDER : 470 CONTRACT ID : RS-27285-A COUNTIES : CLAY PARKE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75240 12070.000 LFT | 0.25000 3017.50| 0.25000 3017.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0037 808-75245 95225.000 LFT | 0.25000 23806.25| 0.25000 23806.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0038 808-75297 490.000 LFT | 3.04000 1489.60| 3.00000 1470.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75996 543.000 EACH| 6.07000 3296.01| 5.00000 2715.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,999,704.45| $ 3,528,515.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,999,704.45| $ 3,528,515.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,244,686.69 ROUTE : STATE ROAD 28 CALL ORDER : 480 CONTRACT ID : RS-27297-A COUNTIES : FOUNTAIN TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 106300I SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,088,150.79 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,195,610.19 109.8754% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, MILL SURFACE AND BITUMINOUS OVERLAY | | | 0001 105-06845 LUMP| 5032.10000 5032.10| 5625.00000 5625.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1978.40000 11870.40| 2201.57000 13209.42| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 54460.00000 54460.00| 37129.44000 37129.44| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 40.000 TON | 80.20000 3208.00| 21.16000 846.40| COMPACTED AGGREGATE, NO. 53 | | | 0006 303-07449 291.710 TON | 26.40000 7701.14| 26.58000 7753.65| COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 225.250 TON | 198.10000 44622.03| 202.62000 45640.16| HMA PATCHING, TYPE B | | | 0008 306-08033 165511.110 SYS | 0.45000 74480.00| 0.64000 105927.11| MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 5769.400 SYS | 2.50000 14423.50| 1.29000 7442.53| MILLING, TRANSITION | | | 0010 401-07321 14131.000 TON | 35.80000 505889.80| 38.41000 542771.71| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 402-07451 2000.000 TON | 39.30000 78600.00| 48.94000 97880.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 406-05520 42.500 TON | 176.90000 7518.25| 189.53000 8055.03| ASPHALT FOR TACK COAT | | | 0015 608-04395 10.000 TON | 96.10000 961.00| 22.84000 228.40| AGGREGATE FOR SHOULDER DRAINS | | | 0016 610-05527 665.160 TON | 69.70000 46361.65| 84.21000 56013.12| HMA FOR APPROACHES | | | 0017 612-04315 224.000 TON | 755.00000 169120.00| 755.00000 169120.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-60410 2656.000 EACH| 6.40000 16998.40| 6.35000 16865.60| DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,244,686.69 ROUTE : STATE ROAD 28 CALL ORDER : 480 CONTRACT ID : RS-27297-A COUNTIES : FOUNTAIN TIPPECANOE LETTING DATE : 01/21/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 615-06505 2.000 EACH| 1186.10000 2372.20| 885.66000 1771.32| MONUMENT, B | | | 0020 801-03290 4.000 EACH| 80.00000 320.00| 120.00000 480.00| CONSTRUCTION SIGN, C | | | 0021 801-06203 4730.000 LFT | 0.15000 709.50| 0.98000 4635.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 4730.000 LFT | 1.40000 6622.00| 1.05000 4966.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 31.000 EACH| 70.00000 2170.00| 68.00000 2108.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 11252.10000 11252.10| 25566.87000 25566.87| MAINTAINING TRAFFIC | | | 0025 808-06703 30430.000 LFT | 0.35000 10650.50| 0.24000 7303.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-75240 94872.000 LFT | 0.01000 948.72| 0.24000 22769.28| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 30430.000 LFT | 0.25000 7607.50| 0.24000 7303.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75996 1063.000 EACH| 4.00000 4252.00| 3.95000 4198.85| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,088,150.79| $ 1,195,610.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,088,150.79| $ 1,195,610.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 966,104.70 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : RS-27324-A COUNTIES : DECATUR LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 199800E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 672,171.37 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 717,465.86 106.7385% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-07038 6.000 MOS | 1680.00000 10080.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 8300.00000 8300.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 500.000 TON | 29.00000 14500.00| 12.00000 6000.00| COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07490 500.000 TON | 67.00000 33500.00| 40.00000 20000.00| HMA PATCHING, TYPE B | | | 0005 306-08034 145014.100 SYS | 0.30000 43504.23| 0.30000 43504.23| MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 7576.000 SYS | 0.98000 7424.48| 1.50000 11364.00| MILLING, TRANSITION | | | 0007 306-08043 4248.000 SYS | 1.00000 4248.00| 2.00000 8496.00| MILLING, TRANSITION FOR DRIVEWAY | | | 0008 401-06264 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0010 402-07451 2150.000 TON | 33.80000 72670.00| 30.00000 64500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 51.870 TON | 185.00000 9595.95| 180.00000 9336.60| ASPHALT FOR TACK COAT | | | 0012 610-07487 612.400 TON | 62.00000 37968.80| 50.00000 30620.00| HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 11261.250 LFT | 0.74000 8333.33| 0.50000 5630.63| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 35.000 EACH| 65.00000 2275.00| 90.00000 3150.00| CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 14561.57000 14561.57| 31000.00000 31000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 966,104.70 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : RS-27324-A COUNTIES : DECATUR LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 807-98690 1.000 EACH| 360.54000 360.54| 600.00000 600.00| HANDHOLE ADJUSTED TO GRADE | | | 0017 808-06712 10837.000 LFT | 0.10000 1083.70| 0.10000 1083.70| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 91578.000 LFT | 0.08000 7326.24| 0.10000 9157.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 9259.000 LFT | 0.09000 833.31| 0.10000 925.90| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 76.000 LFT | 10.00000 760.00| 10.00000 760.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 401-07328 12238.200 TON | 32.10000 392846.22| 35.00000 428337.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | SECTION TOTALS | $ 672,171.37| $ 717,465.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 672,171.37| $ 717,465.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 11 CALL ORDER : 510 CONTRACT ID : RS-27325-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,373,106.86 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31 CALL ORDER : 520 CONTRACT ID : RS-27326-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 612,275.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,072,622.02 ROUTE : 58 CALL ORDER : 530 CONTRACT ID : RS-27330-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 340300G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,041,794.48 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 101500.00000 101500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 1033.690 TON | 29.00000 29977.01| | COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07490 340.800 TON | 150.00000 51120.00| | HMA PATCHING, TYPE B | | | 0005 306-08034 189117.890 SYS | 0.60000 113470.73| | MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 10691.000 SYS | 1.65000 17640.15| | MILLING, TRANSITION | | | 0007 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0008 401-07328 14720.250 TON | 44.50000 655051.13| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 401-07379 19627.010 TON | 35.00000 686945.35| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0010 402-07451 250.000 TON | 60.00000 15000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 125.950 TON | 185.00000 23300.75| | ASPHALT FOR TACK COAT | | | 0012 610-07487 2057.930 TON | 85.00000 174924.05| | HMA FOR APPROACHES, TYPE B | | | 0013 615-06525 1.000 EACH| 450.00000 450.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 720-44000 2.000 EACH| 780.00000 1560.00| | CASTING, ADJUST TO GRADE | | | 0015 801-06207 27909.500 LFT | 1.28000 35724.16| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,072,622.02 ROUTE : 58 CALL ORDER : 530 CONTRACT ID : RS-27330-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 30.000 EACH| 75.80000 2274.00| | CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 67400.00000 67400.00| | MAINTAINING TRAFFIC | | | 0018 808-06712 5960.500 LFT | 0.10000 596.05| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 112038.000 LFT | 0.10000 11203.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 78071.000 LFT | 0.10000 7807.10| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 120.000 LFT | 3.50000 420.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 1379.000 EACH| 3.60000 4964.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 1379.000 EACH| 18.20000 25097.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 808-97323 288.000 LFT | 4.75000 1368.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 2,041,794.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,041,794.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,402,634.79 ROUTE : 62 CALL ORDER : 550 CONTRACT ID : RS-27333-A COUNTIES : JEFFERSON RIPLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 326900A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 940,551.18 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 951,678.25 101.1830% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,024,500.00 108.9254% 35-1418333 ROGERS GROUP, INC. IRREGULAR ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1650.00000 9900.00| 1450.00000 8700.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 12000.00000 12000.00| 8700.00000 8700.00| 50700.00000 50700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 250.000 TON | 25.00000 6250.00| 33.00000 8250.00| 20.00000 5000.00 COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07489 661.330 TON | 80.00000 52906.40| 58.00000 38357.14| 75.00000 49599.75 HMA PATCHING, TYPE A | | | 0005 306-08034 229405.550 SYS | 0.20000 45881.11| 0.31000 71115.72| 0.25000 57351.39 MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 10905.220 SYS | 1.00000 10905.22| 0.95000 10359.96| 1.50000 16357.83 MILLING, TRANSITION | | | 0007 401-07321 18925.960 TON | 30.00000 567778.80| 31.00000 586704.76| 32.30000 611308.51 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 402-07450 2627.550 TON | 40.00000 105102.00| 32.75000 86052.26| 32.30000 84869.87 HMA, TYPE A, WEDGE AND LEVEL | | | 0009 406-05520 80.020 TON | 180.00000 14403.60| 175.00000 14003.50| 170.00000 13603.40 ASPHALT FOR TACK COAT | | | 0010 610-07486 899.680 TON | 55.00000 49482.40| 62.00000 55780.16| 42.00000 37786.56 HMA FOR APPROACHES, TYPE A | | | 0011 801-06207 25000.000 LFT | 0.25000 6250.00| 0.55000 13750.00| 1.00000 25000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 54.000 EACH| 80.00000 4320.00| 65.00000 3510.00| 85.00000 4590.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 20000.00000 20000.00| 13142.73000 13142.73| 27519.67000 27519.67 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,402,634.79 ROUTE : 62 CALL ORDER : 550 CONTRACT ID : RS-27333-A COUNTIES : JEFFERSON RIPLEY LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06711 343.500 LFT | 0.10000 34.35| 0.08000 27.48| 0.08000 27.48 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0015 808-06712 5878.000 LFT | 0.10000 587.80| 0.08000 470.24| 0.08000 470.24 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 177448.000 LFT | 0.10000 17744.80| 0.08000 14195.84| 0.08000 14195.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 142487.000 LFT | 0.10000 14248.70| 0.08000 11398.96| 0.08000 11398.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75297 100.000 LFT | 8.00000 800.00| 5.00000 500.00| 5.00000 500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75996 122.000 EACH| 13.00000 1586.00| 6.50000 793.00| 7.00000 854.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 122.000 EACH| 35.00000 4270.00| 38.25000 4666.50| 38.25000 4666.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 940,551.18| $ 951,678.25| $ 1,024,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 940,551.18| $ 951,678.25| $ 1,024,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,765.82 ROUTE : SR 160 CALL ORDER : 560 CONTRACT ID : RS-27336-A COUNTIES : CLARK LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 301000A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 461,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 497,625.70 107.9448% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, MILL SURFACE AND BITUMINOUS OVERLAY | | | 0001 105-07038 4.000 MOS | 1250.00000 5000.00| 1500.00000 6000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 22113.09000 22113.09| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 1607.000 TON | 11.50000 18480.50| 15.00000 24105.00| COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07489 350.000 TON | 80.00000 28000.00| 100.00000 35000.00| HMA PATCHING, TYPE A | | | 0005 306-08034 612.000 SYS | 3.35000 2050.20| 10.00000 6120.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 14880.000 SYS | 1.55000 23064.00| 2.00000 29760.00| MILLING, TRANSITION | | | 0007 401-07321 8935.000 TON | 28.00000 250180.00| 30.00000 268050.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 402-07450 300.000 TON | 28.00000 8400.00| 40.00000 12000.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0009 406-05520 40.000 TON | 172.00000 6880.00| 200.00000 8000.00| ASPHALT FOR TACK COAT | | | 0010 610-07486 796.000 TON | 40.00000 31840.00| 50.00000 39800.00| HMA FOR APPROACHES, TYPE A | | | 0011 720-44000 1.000 EACH| 300.00000 300.00| 750.00000 750.00| CASTING, ADJUST TO GRADE | | | 0012 722-51852 100.000 SFT | 77.00000 7700.00| 25.00000 2500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0013 801-06207 11088.000 LFT | 0.95000 10533.60| 1.00000 11088.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 44.000 EACH| 62.00000 2728.00| 80.00000 3520.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,765.82 ROUTE : SR 160 CALL ORDER : 560 CONTRACT ID : RS-27336-A COUNTIES : CLARK LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0016 807-98690 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| HANDHOLE ADJUSTED TO GRADE | | | 0017 808-06712 4721.000 LFT | 0.08000 377.68| 0.10000 472.10| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 88829.000 LFT | 0.08000 7106.32| 0.10000 8882.90| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 61787.000 LFT | 0.08000 4942.96| 0.10000 6178.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75140 2.000 EACH| 260.00000 520.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0021 808-75297 55.000 LFT | 6.00000 330.00| 7.00000 385.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75998 1023.000 EACH| 17.55000 17953.65| 18.00000 18414.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 461,000.00| $ 497,625.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 461,000.00| $ 497,625.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 9 CALL ORDER : 570 CONTRACT ID : RS-27339-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,210,490.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,866.15 ROUTE : 256 CALL ORDER : 580 CONTRACT ID : RS-27411-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 443900B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,179,135.70 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,270,000.00 107.7060% 3 35-1418333 ROGERS GROUP, INC. $ 1,335,999.64 113.3032% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1300.00000 7800.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 40000.00000 40000.00| 57700.00000 57700.00| 14791.00000 14791.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 6118.000 CYS | 5.00000 30590.00| 8.85000 54144.30| 9.00000 55062.00 EXCAVATION, COMMON | | | 0004 301-07448 6056.600 TON | 8.00000 48452.80| 12.00000 72679.20| 12.00000 72679.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-01180 2117.870 TON | 14.00000 29650.18| 12.00000 25414.44| 12.00000 25414.44 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 2000.000 TON | 50.00000 100000.00| 40.00000 80000.00| 80.00000 160000.00 HMA PATCHING, TYPE B | | | 0007 306-08034 111395.000 SYS | 0.30000 33418.50| 0.05000 5569.75| 0.26000 28962.70 MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 11962.100 SYS | 1.50000 17943.15| 1.25000 14952.63| 0.08000 956.97 MILLING, TRANSITION | | | 0009 401-06264 LUMP| 3000.00000 3000.00| 1450.00000 1450.00| 5910.00000 5910.00 PROFILOGRAPH, HMA | | | 0010 401-07321 10704.230 TON | 27.00000 289014.21| 28.50000 305070.56| 27.00000 289014.21 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07390 12253.438 TON | 24.00000 294082.51| 27.00000 330842.83| 29.00000 355349.70 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0012 402-07441 4542.450 TON | 26.00000 118103.70| 29.00000 131731.05| 30.00000 136273.50 HMA BASE, TYPE B | | | 0013 402-07451 250.000 TON | 40.00000 10000.00| 33.00000 8250.00| 45.00000 11250.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0014 404-05514 600.000 SYS | 8.00000 4800.00| 3.00000 1800.00| 4.50000 2700.00 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,866.15 ROUTE : 256 CALL ORDER : 580 CONTRACT ID : RS-27411-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 138.850 TON | 100.00000 13885.00| 170.00000 23604.50| 100.00000 13885.00 ASPHALT FOR TACK COAT | | | 0016 610-07487 1315.830 TON | 50.00000 65791.50| 39.00000 51317.37| 60.00000 78949.80 HMA FOR APPROACHES, TYPE B | | | 0017 720-44000 3.000 EACH| 600.00000 1800.00| 300.00000 900.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0018 801-06203 8669.000 LFT | 0.25000 2167.25| 0.34000 2947.46| 0.19000 1647.11 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 32490.000 LFT | 0.30000 9747.00| 1.00000 32490.00| 0.60000 19494.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 50.000 EACH| 85.00000 4250.00| 75.00000 3750.00| 82.25000 4112.50 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 20000.00000 20000.00| 25147.99000 25147.99| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0022 808-06712 7170.000 LFT | 0.10000 717.00| 0.08000 573.60| 0.09000 645.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 86690.000 LFT | 0.10000 8669.00| 0.08000 6935.20| 0.09000 7802.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 49019.000 LFT | 0.10000 4901.90| 0.08000 3921.52| 0.09000 4411.71 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75297 68.000 LFT | 7.00000 476.00| 7.00000 476.00| 6.50000 442.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75300 202.000 LFT | 2.00000 404.00| 4.00000 808.00| 1.65000 333.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 808-75996 854.000 EACH| 4.00000 3416.00| 3.00000 2562.00| 4.05000 3458.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 992.000 EACH| 18.00000 17856.00| 17.30000 17161.60| 18.20000 18054.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,179,135.70| $ 1,270,000.00| $ 1,335,999.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,179,135.70| $ 1,270,000.00| $ 1,335,999.64 ====================================================================================================================================