INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0953032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 736,470.55 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 899,080.64 122.0796% 3 35-1418333 ROGERS GROUP, INC. $ 969,372.00 131.6240% ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 21900.00000 21900.00| 25909.00000 25909.00| 29400.00000 29400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1900.00000 22800.00| 881.00000 10572.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 36500.00000 36500.00| 47000.00000 47000.00| 21797.00000 21797.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 11000.00000 11000.00| 22000.00000 22000.00| 12600.00000 12600.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 52.000 m2 | 20.50000 1066.00| 137.16000 7132.32| 11.00000 572.00 PAVEMENT REMOVAL | | | 0008 202-03000 LUMP| 3500.00000 3500.00| 704.00000 704.00| 1313.00000 1313.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0009 203-02000 6768.000 m3 | 10.25000 69372.00| 14.14000 95699.52| 18.00000 121824.00 EXCAVATION, COMMON | | | 0010 203-02131 400.000 m3 | 12.50000 5000.00| 17.39000 6956.00| 13.00000 5200.00 EXPLORATORY EXCAVATION | | | 0011 203-93444 45.000 Mg | 22.00000 990.00| 16.06000 722.70| 18.00000 810.00 BACKFILL, ROCK | | | 0012 205-06931 34.000 Mg | 69.00000 2346.00| 43.95000 1494.30| 32.00000 1088.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 80.000 m | 22.00000 1760.00| 21.00000 1680.00| 10.00000 800.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 4.000 EACH| 77.00000 308.00| 52.90000 211.60| 89.00000 356.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06936 79.000 Mg | 72.00000 5688.00| 35.80000 2828.20| 32.00000 2528.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 380.000 m | 5.75000 2185.00| 5.46000 2074.80| 7.00000 2660.00 TEMPORARY SILT FENCE | | | 0017 207-07500 5247.000 m2 | 8.95000 46960.65| 13.92000 73038.24| 5.00000 26235.00 SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 184.000 m3 | 27.00000 4968.00| 33.99000 6254.16| 29.00000 5336.00 STRUCTURE BACKFILL | | | 0019 303-01180 2157.000 Mg | 12.00000 25884.00| 12.63000 27242.91| 24.00000 51768.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 303-97820 25.000 Mg | 27.00000 675.00| 17.02000 425.50| 17.00000 425.00 AGGREGATE, 8 | | | 0021 304-07490 111.000 Mg | 110.00000 12210.00| 115.00000 12765.00| 164.00000 18204.00 HMA PATCHING, TYPE B | | | 0022 306-08036 3686.000 m2 | 3.00000 11058.00| 2.28000 8404.08| 10.00000 36860.00 MILLING, ASPHALT, 50 mm | | | 0023 401-07327 731.000 Mg | 45.50000 33260.50| 56.10000 41009.10| 52.00000 38012.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0024 401-07397 1219.000 Mg | 40.50000 49369.50| 52.55000 64058.45| 50.00000 60950.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0025 401-07423 2310.000 Mg | 41.50000 95865.00| 43.61000 100739.10| 42.00000 97020.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0026 401-07429 488.000 Mg | 54.00000 26352.00| 55.83000 27245.04| 53.00000 25864.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0027 402-07432 66.000 Mg | 71.00000 4686.00| 87.40000 5768.40| 78.00000 5148.00 HMA SURFACE, TYPE A | | | 0028 402-07440 198.000 Mg | 71.00000 14058.00| 58.85000 11652.30| 55.00000 10890.00 HMA BASE, TYPE A | | | 0029 404-05511 1361.000 m2 | 3.20000 4355.20| 2.88000 3919.68| 2.00000 2722.00 SEAL COAT, 2 | | | 0030 405-05517 2.000 Mg | 375.00000 750.00| 920.00000 1840.00| 895.00000 1790.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 6.000 Mg | 228.00000 1368.00| 316.25000 1897.50| 243.00000 1458.00 ASPHALT FOR TACK COAT | | | 0032 605-06120 9.000 m | 85.00000 765.00| 99.67000 897.03| 118.00000 1062.00 CURB, CONCRETE | | | 0033 605-06140 369.000 m | 43.00000 15867.00| 46.00000 16974.00| 59.00000 21771.00 CURB AND GUTTER, CONCRETE | | | 0034 610-07486 124.000 Mg | 70.00000 8680.00| 98.45000 12207.80| 94.00000 11656.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 78.000 m2 | 43.50000 3393.00| 51.75000 4036.50| 53.00000 4134.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 611-06497 3.000 EACH| 135.00000 405.00| 143.75000 431.25| 131.00000 393.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 24.000 EACH| 105.00000 2520.00| 109.25000 2622.00| 100.00000 2400.00 RIGHT OF WAY MARKER | | | 0038 615-06500 2.000 EACH| 430.00000 860.00| 454.25000 908.50| 415.00000 830.00 MONUMENT, A | | | 0039 616-02320 46.000 m2 | 3.75000 172.50| 3.26000 149.96| 4.00000 184.00 GEOTEXTILES | | | 0040 616-06405 14.000 Mg | 40.00000 560.00| 30.89000 432.46| 28.00000 392.00 RIPRAP, REVETMENT | | | 0041 621-01004 6.000 EACH| 550.00000 3300.00| 575.00000 3450.00| 541.00000 3246.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 1.000 Mg | 407.00000 407.00| 425.50000 425.50| 578.00000 578.00 FERTILIZER | | | 0043 621-06553 152.000 kg | 8.75000 1330.00| 9.15000 1390.80| 7.00000 1064.00 SEED MIXTURE, R | | | 0044 621-06557 36.000 kg | 12.65000 455.40| 13.23000 476.28| 4.00000 144.00 SEED MIXTURE, T | | | 0045 621-06565 5.000 Mg | 530.00000 2650.00| 557.75000 2788.75| 462.00000 2310.00 MULCHING MATERIAL | | | 0046 621-06567 132.000 kL | 2.00000 264.00| 2.30000 303.60| 0.00000 0.00 WATER | | | 0047 621-06575 6558.000 m2 | 3.15000 20657.70| 3.14000 20592.12| 11.00000 72138.00 SODDING, NURSERY | | | 0048 702-90915 11.000 m3 | 270.00000 2970.00| 157.55000 1733.05| 315.00000 3465.00 CONCRETE, A | | | 0049 703-51030 754.000 kg | 1.65000 1244.10| 2.56000 1930.24| 2.00000 1508.00 REINFORCING STEEL | | | 0050 713-91028 LUMP| 10000.00000 10000.00| 15550.30000 15550.30| 42900.00000 42900.00 TEMPORARY RUNAROUND | | | 0051 715-02397 2.000 EACH| 1660.00000 3320.00| 1319.24000 2638.48| 1328.00000 2656.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0052 715-03475 1.000 EACH| 275.00000 275.00| 207.68000 207.68| 389.00000 389.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0053 715-03476 2.000 EACH| 900.00000 1800.00| 945.18000 1890.36| 861.00000 1722.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0054 715-05019 23.000 m | 320.00000 7360.00| 670.45000 15420.35| 430.00000 9890.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0055 715-05048 780.000 m | 7.50000 5850.00| 14.88000 11606.40| 16.00000 12480.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05053 25.000 m | 60.00000 1500.00| 62.78000 1569.50| 72.00000 1800.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05123 19.000 m | 230.00000 4370.00| 653.72000 12420.68| 338.00000 6422.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0058 715-05149 173.000 m | 90.00000 15570.00| 96.37000 16672.01| 79.00000 13667.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 129.000 m | 65.00000 8385.00| 100.89000 13014.81| 85.00000 10965.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 715-05169 48.000 m | 85.00000 4080.00| 68.17000 3272.16| 102.00000 4896.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 8.000 EACH| 235.00000 1880.00| 133.34000 1066.72| 346.00000 2768.00 PIPE END SECTION, 375 mm | | | 0062 718-06528 3.000 EACH| 700.00000 2100.00| 612.42000 1837.26| 1214.00000 3642.00 OUTLET PROTECTOR, 1 | | | 0063 718-52610 187.000 m3 | 33.50000 6264.50| 18.70000 3496.90| 37.00000 6919.00 AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 1478.000 m2 | 1.10000 1625.80| 0.70000 1034.60| 0.00000 0.00 GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-45015 5.000 EACH| 1000.00000 5000.00| 1779.44000 8897.20| 1292.00000 6460.00 INLET, A8 | | | 0066 720-45030 2.000 EACH| 750.00000 1500.00| 1338.12000 2676.24| 1019.00000 2038.00 INLET, E7 | | | 0067 720-45250 7.000 EACH| 1400.00000 9800.00| 2400.12000 16800.84| 1979.00000 13853.00 CATCH BASIN, K10 | | | 0068 720-45265 2.000 EACH| 525.00000 1050.00| 1209.50000 2419.00| 1386.00000 2772.00 PIPE CATCH BASIN, 375 mm | | | 0069 720-45410 7.000 EACH| 1100.00000 7700.00| 2365.90000 16561.30| 1806.00000 12642.00 MANHOLE, C4 | | | 0070 720-99417 2.000 EACH| 1900.00000 3800.00| 3311.08000 6622.16| 3087.00000 6174.00 CATCH BASIN, C15 | | | 0071 801-01093 4.000 EACH| 1450.00000 5800.00| 1540.00000 6160.00| 1470.00000 5880.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0072 801-04308 1.000 EACH| 425.00000 425.00| 434.50000 434.50| 415.00000 415.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 1852.000 m | 0.85000 1574.20| 0.87000 1611.24| 3.00000 5556.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 722.000 m | 3.25000 2346.50| 3.30000 2382.60| 3.00000 2166.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06216 16.000 m | 21.50000 344.00| 21.65000 346.40| 20.00000 320.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06640 32.000 EACH| 105.00000 3360.00| 105.84000 3386.88| 103.00000 3296.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 16.000 EACH| 54.00000 864.00| 55.00000 880.00| 53.00000 848.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP| 36500.00000 36500.00| 22000.00000 22000.00| 56042.00000 56042.00 MAINTAINING TRAFFIC | | | 0079 801-07118 50.000 m | 52.00000 2600.00| 51.84000 2592.00| 49.00000 2450.00 BARRICADE, III-A | | | 0080 802-05701 33.000 m | 35.00000 1155.00| 35.93000 1185.69| 33.00000 1089.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-76035 3.000 m2 | 255.00000 765.00| 259.22000 777.66| 248.00000 744.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 808-06703 1233.000 m | 1.40000 1726.20| 1.41000 1738.53| 0.00000 0.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-06705 43.000 m | 2.80000 120.40| 2.95000 126.85| 3.00000 129.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0084 808-06716 250.000 m | 2.20000 550.00| 2.30000 575.00| 3.00000 750.00 LINE, REMOVE | | | 0085 808-75240 98.000 m | 1.40000 137.20| 1.48000 145.04| 0.00000 0.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0086 808-75245 399.000 m | 1.40000 558.60| 1.48000 590.52| 0.00000 0.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 808-75278 14.000 m | 6.85000 95.90| 7.17000 100.38| 7.00000 98.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0088 808-75297 16.000 m | 14.00000 224.00| 14.71000 235.36| 13.00000 208.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75996 21.000 EACH| 17.50000 367.50| 49.50000 1039.50| 52.00000 1092.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0090 808-75998 21.000 EACH| 66.00000 1386.00| 69.00000 1449.00| 63.00000 1323.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-92027 144.000 m | 2.80000 403.20| 2.95000 424.80| 3.00000 432.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,318.64 ROUTE : 37 CALL ORDER : 130 CONTRACT ID : R -27244-A COUNTIES : ORANGE LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 54-1342714 |(3) 35-1418333 |O'MARA, DAVE CONTRACTOR |TRI COUNTY BUILDERS CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 736,470.55| $ 899,080.64| $ 969,372.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,470.55| $ 899,080.64| $ 969,372.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,823,446.85 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,988,800.00 105.8564% ==================================================================================================================================== |(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 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 58000.00000 58000.00| 70000.00000 70000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1850.00000 14800.00| 2200.00000 17600.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 140500.00000 140500.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 74000.00000 74000.00| 41000.00000 41000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 14418.000 m2 | 6.00000 86508.00| 8.50000 122553.00| PAVEMENT REMOVAL | | | 0008 203-02000 16459.000 m3 | 20.50000 337409.50| 26.00000 427934.00| EXCAVATION, COMMON | | | 0009 205-06931 352.000 Mg | 57.00000 20064.00| 35.00000 12320.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06932 7.000 m | 36.00000 252.00| 36.00000 252.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 11.000 EACH| 66.00000 726.00| 67.00000 737.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 16.000 Mg | 37.00000 592.00| 50.00000 800.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 2466.000 m | 5.00000 12330.00| 4.90000 12083.40| TEMPORARY SILT FENCE | | | 0014 207-07498 36137.000 m2 | 4.50000 162616.50| 3.50000 126479.50| SUBGRADE TREATMENT, TYPE A | | | 0015 211-07454 502.000 m3 | 45.00000 22590.00| 20.00000 10040.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 301-07448 10240.000 Mg | 21.50000 220160.00| 20.00000 204800.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 95.000 Mg | 30.00000 2850.00| 35.00000 3325.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 303-60012 37.000 Mg | 30.00000 1110.00| 50.00000 1850.00| AGGREGATE, 2 | | | 0019 304-07490 44.000 Mg | 225.00000 9900.00| 120.00000 5280.00| HMA PATCHING, TYPE B | | | 0020 304-07493 1782.000 Mg | 38.00000 67716.00| 49.00000 87318.00| WIDENING WITH HMA, TYPE B | | | 0021 306-08042 10476.000 m2 | 1.70000 17809.20| 0.95000 9952.20| MILLING, SCARIFICATION/PROFILE | | | 0022 306-08043 202.000 m2 | 20.00000 4040.00| 11.00000 2222.00| MILLING, TRANSITION | | | 0023 401-06264 LUMP| 1300.00000 1300.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0024 401-07321 3011.000 Mg | 42.00000 126462.00| 46.00000 138506.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07390 5018.000 Mg | 37.00000 185666.00| 42.00000 210756.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 9552.000 Mg | 37.00000 353424.00| 42.00000 401184.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 401-07429 2115.000 Mg | 41.50000 87772.50| 50.00000 105750.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0028 402-07451 1104.000 Mg | 43.00000 47472.00| 50.00000 55200.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0029 404-05511 11412.000 m2 | 1.20000 13694.40| 1.70000 19400.40| SEAL COAT, 2 | | | 0030 405-05517 28.000 Mg | 350.00000 9800.00| 245.00000 6860.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 32.000 Mg | 270.00000 8640.00| 185.00000 5920.00| ASPHALT FOR TACK COAT | | | 0032 605-06145 487.000 m | 37.00000 18019.00| 45.00000 21915.00| CURB AND GUTTER, B, CONCRETE | | | 0033 610-07486 1465.000 Mg | 84.00000 123060.00| 70.00000 102550.00| HMA FOR APPROACHES, TYPE A | | | 0034 610-07712 204.000 m2 | 49.00000 9996.00| 60.00000 12240.00| PCCP FOR APPROACHES, 150 mm | | | 0035 611-06497 24.000 EACH| 111.00000 2664.00| 136.00000 3264.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 2.000 EACH| 155.00000 310.00| 200.00000 400.00| MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 615-06490 135.000 EACH| 106.00000 14310.00| 125.00000 16875.00| RIGHT OF WAY MARKER | | | 0038 615-06500 16.000 EACH| 327.00000 5232.00| 400.00000 6400.00| MONUMENT, A | | | 0039 615-06505 25.000 EACH| 360.00000 9000.00| 410.00000 10250.00| MONUMENT, B | | | 0040 615-06510 2.000 EACH| 229.00000 458.00| 310.00000 620.00| MONUMENT, C | | | 0041 616-02320 2846.000 m2 | 9.50000 27037.00| 1.60000 4553.60| GEOTEXTILES | | | 0042 616-05688 159.000 Mg | 24.00000 3816.00| 40.00000 6360.00| RIPRAP, CLASS 1 | | | 0043 616-06405 307.000 Mg | 22.00000 6754.00| 38.00000 11666.00| RIPRAP, REVETMENT | | | 0044 616-06451 1468.000 Mg | 22.00000 32296.00| 34.00000 49912.00| RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 500.00000 1000.00| 460.00000 920.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 7.000 Mg | 670.00000 4690.00| 680.00000 4760.00| FERTILIZER | | | 0047 621-06553 1220.000 kg | 5.10000 6222.00| 5.20000 6344.00| SEED MIXTURE, R | | | 0048 621-06557 578.000 kg | 2.25000 1300.50| 2.30000 1329.40| SEED MIXTURE, T | | | 0049 621-06565 58.000 Mg | 430.00000 24940.00| 440.00000 25520.00| MULCHING MATERIAL | | | 0050 621-06567 156.000 kL | 1.00000 156.00| 1.00000 156.00| WATER | | | 0051 621-06574 8578.000 m2 | 2.80000 24018.40| 2.80000 24018.40| SODDING | | | 0052 714-93641 26.000 m | 675.00000 17550.00| 940.00000 24440.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0053 714-93978 27.000 m | 675.00000 18225.00| 770.00000 20790.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0054 714-99346 15.000 m | 575.00000 8625.00| 750.00000 11250.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0055 715-05048 9173.000 m | 7.30000 66962.90| 7.40000 67880.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05049 25.000 m | 72.00000 1800.00| 60.00000 1500.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0057 715-05051 25.000 m | 81.00000 2025.00| 72.00000 1800.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0058 715-05052 25.000 m | 56.00000 1400.00| 84.00000 2100.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0059 715-05053 474.000 m | 29.50000 13983.00| 30.00000 14220.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0060 715-05119 107.000 m | 130.00000 13910.00| 90.00000 9630.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05123 15.000 m | 150.00000 2250.00| 160.00000 2400.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0062 715-05149 314.000 m | 110.00000 34540.00| 100.00000 31400.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 18.000 m | 120.00000 2160.00| 110.00000 1980.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05169 251.000 m | 90.00000 22590.00| 95.00000 23845.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0065 715-06820 2.000 m | 240.00000 480.00| 340.00000 680.00| PIPE EXTENSION, DEFORMED, MIN. AREA | | | 0.27 m2 | | | 0066 715-26780 1.000 EACH| 5200.00000 5200.00| 8800.00000 8800.00| GRATED BOX END SECTION, I, 4:1, 1200 mm | | | x 600 mm | | | 0067 715-26780 4.000 EACH| 5200.00000 20800.00| 8800.00000 35200.00| GRATED BOX END SECTION, I, 4:1, 1200 mm | | | x 900 mm | | | 0068 715-46000 5.000 EACH| 280.00000 1400.00| 280.00000 1400.00| PIPE END SECTION, 300 mm | | | 0069 715-46005 47.000 EACH| 285.00000 13395.00| 300.00000 14100.00| PIPE END SECTION, 375 mm | | | 0070 715-46020 2.000 EACH| 590.00000 1180.00| 340.00000 680.00| PIPE END SECTION, 600 mm | | | 0071 715-46065 1.000 EACH| 550.00000 550.00| 360.00000 360.00| PIPE END SECTION, MIN. AREA .27 m2 | | | 0072 715-97692 2.000 EACH| 4500.00000 9000.00| 7400.00000 14800.00| GRATED BOX END SECTION, I, 4:1, 900 mm | | | x 600 mm | | | 0073 718-06528 27.000 EACH| 610.00000 16470.00| 620.00000 16740.00| OUTLET PROTECTOR, 1 | | | 0074 718-06529 11.000 EACH| 560.00000 6160.00| 570.00000 6270.00| OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 718-06529 27.000 EACH| 610.00000 16470.00| 620.00000 16740.00| OUTLET PROTECTOR, 2 MODIFIED | | | 0076 718-06532 1000.000 m | 3.50000 3500.00| 3.10000 3100.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 1377.000 m3 | 34.00000 46818.00| 34.00000 46818.00| AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 13831.000 m2 | 1.50000 20746.50| 1.50000 20746.50| GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-45030 1.000 EACH| 1555.00000 1555.00| 1200.00000 1200.00| INLET, E7 | | | 0080 720-45035 2.000 EACH| 1555.00000 3110.00| 1300.00000 2600.00| INLET, F7 | | | 0081 720-45045 1.000 EACH| 1375.00000 1375.00| 1500.00000 1500.00| INLET, J10 | | | 0082 720-45055 1.000 EACH| 1375.00000 1375.00| 1500.00000 1500.00| INLET, M10 | | | 0083 720-45265 4.000 EACH| 650.00000 2600.00| 910.00000 3640.00| PIPE CATCH BASIN, 375 mm | | | 0084 720-45275 5.000 EACH| 900.00000 4500.00| 1200.00000 6000.00| PIPE CATCH BASIN, 600 mm | | | 0085 801-04308 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 32.000 EACH| 70.00000 2240.00| 72.00000 2304.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 10.000 EACH| 220.00000 2200.00| 220.00000 2200.00| CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP| 8000.00000 8000.00| 20112.04000 20112.04| MAINTAINING TRAFFIC | | | 0089 801-07119 78.000 m | 29.00000 2262.00| 29.00000 2262.00| BARRICADE, III-B | | | 0090 802-05701 115.000 m | 37.00000 4255.00| 37.00000 4255.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-76025 12.000 m2 | 195.00000 2340.00| 200.00000 2400.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0092 802-76035 7.000 m2 | 290.00000 2030.00| 290.00000 2030.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0093 804-76350 8.000 EACH| 45.00000 360.00| 46.00000 368.00| DELINEATOR WITH POST, D3, 75 mm DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,048,340.00 ROUTE : CALL ORDER : 140 CONTRACT ID : R -27344-A COUNTIES : MONTGOMERY LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-06705 82.000 m | 5.00000 410.00| 4.80000 393.60| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0095 808-06713 9553.000 m | 0.30000 2865.90| 0.31000 2961.43| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0096 808-75215 47.000 m | 7.10000 333.70| 7.30000 343.10| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0097 808-75240 864.000 m | 0.85000 734.40| 0.83000 717.12| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0098 808-75245 4317.000 m | 0.85000 3669.45| 0.83000 3583.11| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 54.000 m | 14.00000 756.00| 14.50000 783.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 2,823,446.85| $ 2,988,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,823,446.85| $ 2,988,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 185 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9419001 9419001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,566,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 3,582,497.30 100.4626% 3 35-1057095 BLANKENBERGER BROTHERS $ 3,616,434.32 101.4143% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,903,999.99 109.4784% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 4,183,085.90 117.3047% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 84000.00000 84000.00| 73000.00000 73000.00| 48825.00000 48825.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1600.00000 38400.00| 1275.00000 30600.00| 1800.00000 43200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 172000.00000 172000.00| 179000.00000 179000.00| 180496.00000 180496.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 47500.00000 47500.00| 71600.00000 71600.00| 71981.00000 71981.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 837.000 m2 | 4.00000 3348.00| 7.25000 6068.25| 6.60000 5524.20 PAVEMENT REMOVAL | | | 0008 202-03000 LUMP| 15000.00000 15000.00| 26000.00000 26000.00| 16200.00000 16200.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-74045 17.000 EACH| 150.00000 2550.00| 30.00000 510.00| 40.00000 680.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 203-02000 82942.000 m3 | 4.00000 331768.00| 5.00000 414710.00| 4.78000 396462.76 EXCAVATION, COMMON | | | 0011 205-03371 3443.000 m3 | 5.00000 17215.00| 3.25000 11189.75| 5.90000 20313.70 SEDIMENT REMOVE | | | 0012 205-06931 701.000 Mg | 18.00000 12618.00| 27.00000 18927.00| 24.00000 16824.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 11.000 EACH| 130.00000 1430.00| 58.00000 638.00| 75.00000 825.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06934 21.000 Mg | 460.00000 9660.00| 420.00000 8820.00| 460.00000 9660.00 TEMPORARY MULCHING | | | 0015 205-06936 532.000 Mg | 18.00000 9576.00| 23.00000 12236.00| 25.40000 13512.80 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 2639.000 m | 7.00000 18473.00| 4.35000 11479.65| 4.70000 12403.30 TEMPORARY SILT FENCE | | | 0017 205-06938 99.000 m | 35.00000 3465.00| 39.25000 3885.75| 43.50000 4306.50 TEMPORARY SLOPE DRAIN | | | 0018 207-07500 30182.000 m2 | 3.80000 114691.60| 3.75000 113182.50| 3.75000 113182.50 SUBGRADE TREATMENT, TYPE C | | | 0019 211-07454 2177.000 m3 | 25.00000 54425.00| 33.65000 73256.05| 21.50000 46805.50 STRUCTURE BACKFILL | | | 0020 213-52830 499.000 m3 | 85.00000 42415.00| 99.60000 49700.40| 108.00000 53892.00 FLOWABLE MORTAR | | | 0021 301-07448 11764.000 Mg | 13.50000 158814.00| 15.25000 179401.00| 14.00000 164696.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-06464 175.000 m3 | 42.00000 7350.00| 45.75000 8006.25| 45.20000 7910.00 SUBBASE FOR PCCP | | | 0023 306-08043 144.000 m2 | 20.00000 2880.00| 18.00000 2592.00| 23.00000 3312.00 MILLING, TRANSITION | | | 0024 401-06264 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 2800.00000 2800.00 PROFILOGRAPH, HMA | | | 0025 401-07327 3449.000 Mg | 42.00000 144858.00| 43.00000 148307.00| 43.00000 148307.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0026 401-07397 4365.000 Mg | 41.00000 178965.00| 36.00000 157140.00| 36.00000 157140.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07423 12684.000 Mg | 36.00000 456624.00| 33.00000 418572.00| 33.00000 418572.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0028 401-07429 4786.000 Mg | 34.50000 165117.00| 34.00000 162724.00| 34.00000 162724.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-07433 569.000 Mg | 42.00000 23898.00| 57.00000 32433.00| 57.00000 32433.00 HMA SURFACE, TYPE B | | | 0030 402-07438 957.000 Mg | 40.00000 38280.00| 48.00000 45936.00| 48.00000 45936.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 3167.000 Mg | 38.00000 120346.00| 37.00000 117179.00| 37.00000 117179.00 HMA BASE, TYPE B | | | 0032 404-05511 359.000 m2 | 6.00000 2154.00| 9.50000 3410.50| 9.50000 3410.50 SEAL COAT, 2 | | | 0033 404-05514 104.000 m2 | 10.00000 1040.00| 30.00000 3120.00| 30.00000 3120.00 SEAL COAT, 5 | | | 0034 405-05517 15.000 Mg | 320.00000 4800.00| 280.00000 4200.00| 280.00000 4200.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 406-05520 40.000 Mg | 250.00000 10000.00| 245.00000 9800.00| 245.00000 9800.00 ASPHALT FOR TACK COAT | | | 0036 502-06457 675.000 m2 | 51.00000 34425.00| 42.50000 28687.50| 51.00000 34425.00 PCCP, 225 mm | | | 0037 605-94811 2.000 EACH| 1100.00000 2200.00| 725.00000 1450.00| 575.00000 1150.00 CURB TURNOUT | | | 0038 605-97937 121.000 m | 48.00000 5808.00| 27.00000 3267.00| 33.00000 3993.00 CURB AND GUTTER, CONCRETE, ROLL , | | | MODIFIED | | | 0039 606-07484 4708.000 m | 0.38000 1789.04| 1.10000 5178.80| 0.35000 1647.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0040 607-06175 5.000 m | 88.00000 440.00| 95.00000 475.00| 88.00000 440.00 GUTTER, CONCRETE | | | 0041 607-06335 13.000 m | 170.00000 2210.00| 106.00000 1378.00| 130.00000 1690.00 PAVED SIDE DITCH, A | | | 0042 610-07486 240.000 Mg | 49.00000 11760.00| 78.00000 18720.00| 78.00000 18720.00 HMA FOR APPROACHES, TYPE A | | | 0043 610-07712 242.000 m2 | 70.00000 16940.00| 43.00000 10406.00| 38.00000 9196.00 PCCP FOR APPROACHES, 150 mm | | | 0044 611-06497 1.000 EACH| 150.00000 150.00| 115.00000 115.00| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06505 15.000 EACH| 330.00000 4950.00| 495.00000 7425.00| 495.00000 7425.00 MONUMENT, B | | | 0046 616-02320 7954.000 m2 | 1.50000 11931.00| 2.00000 15908.00| 1.75000 13919.50 GEOTEXTILES | | | 0047 616-05688 82.000 Mg | 40.00000 3280.00| 25.75000 2111.50| 26.50000 2173.00 RIPRAP, CLASS 1 | | | 0048 616-05689 90.000 Mg | 40.00000 3600.00| 26.75000 2407.50| 26.50000 2385.00 RIPRAP, CLASS 2 | | | 0049 616-06405 1577.000 Mg | 25.00000 39425.00| 26.00000 41002.00| 27.70000 43682.90 RIPRAP, REVETMENT | | | 0050 616-06451 2058.000 Mg | 22.00000 45276.00| 27.00000 55566.00| 22.40000 46099.20 RIPRAP, UNIFORM | | | 0051 621-01004 2.000 EACH| 1200.00000 2400.00| 610.00000 1220.00| 1200.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 8.000 Mg | 375.00000 3000.00| 525.00000 4200.00| 375.00000 3000.00 FERTILIZER | | | 0054 621-06548 64.000 kg | 75.00000 4800.00| 58.00000 3712.00| 75.00000 4800.00 SEED MIXTURE, CV | | | 0055 621-06553 1503.000 kg | 7.20000 10821.60| 5.70000 8567.10| 7.20000 10821.60 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06557 419.000 kg | 5.25000 2199.75| 4.25000 1780.75| 5.25000 2199.75 SEED MIXTURE, T | | | 0057 621-06565 36.000 Mg | 465.00000 16740.00| 400.00000 14400.00| 465.00000 16740.00 MULCHING MATERIAL | | | 0058 621-06567 171.000 kL | 2.50000 427.50| 0.50000 85.50| 2.50000 427.50 WATER | | | 0059 621-06575 9484.000 m2 | 2.85000 27029.40| 3.11000 29495.24| 2.85000 27029.40 SODDING, NURSERY | | | 0060 622-52436 6.000 EACH| 27.00000 162.00| 29.00000 174.00| 27.00000 162.00 SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 95.000 EACH| 8.50000 807.50| 10.45000 992.75| 8.50000 807.50 SEEDLING | | | 0062 714-06660 224.000 m2 | 575.00000 128800.00| 570.00000 127680.00| 265.00000 59360.00 WINGWALL | | | 0063 714-26726 5.000 m | 3700.00000 18500.00| 4050.00000 20250.00| 6000.00000 30000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0064 715-03584 1.000 EACH| 650.00000 650.00| 430.00000 430.00| 545.00000 545.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0065 715-04611 1.000 EACH| 670.00000 670.00| 440.00000 440.00| 545.00000 545.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0066 715-05019 27.000 m | 170.00000 4590.00| 175.00000 4725.00| 161.00000 4347.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0067 715-05048 5872.000 m | 7.00000 41104.00| 7.50000 44040.00| 7.00000 41104.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 510.000 m | 31.00000 15810.00| 43.00000 21930.00| 28.30000 14433.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05121 29.000 m | 93.00000 2697.00| 102.00000 2958.00| 88.30000 2560.70 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0070 715-05127 44.000 m | 240.00000 10560.00| 263.00000 11572.00| 196.00000 8624.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0071 715-05152 32.000 m | 93.00000 2976.00| 96.00000 3072.00| 88.40000 2828.80 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05156 6.000 m | 135.00000 810.00| 208.00000 1248.00| 159.00000 954.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05169 56.000 m | 80.00000 4480.00| 74.00000 4144.00| 76.00000 4256.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-05171 15.000 m | 93.00000 1395.00| 102.00000 1530.00| 88.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0075 715-05173 29.000 m | 112.00000 3248.00| 110.00000 3190.00| 112.40000 3259.60 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05595 4.000 m | 190.00000 760.00| 115.00000 460.00| 188.20000 752.80 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0077 715-05697 14.000 m | 80.00000 1120.00| 62.00000 868.00| 70.40000 985.60 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0078 715-05767 188.000 m | 93.00000 17484.00| 83.00000 15604.00| 89.30000 16788.40 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0079 715-05842 2.000 EACH| 2200.00000 4400.00| 1250.00000 2500.00| 1337.00000 2674.00 CONCRETE ANCHOR, 1050 mm | | | 0080 715-06471 2.000 EACH| 620.00000 1240.00| 480.00000 960.00| 841.00000 1682.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0081 715-06506 40.000 m | 80.00000 3200.00| 78.00000 3120.00| 76.80000 3072.00 PIPE, RCP, II, D0.3=60, 375 mm | | | 0082 715-06508 147.000 m | 112.00000 16464.00| 104.00000 15288.00| 113.00000 16611.00 PIPE, RCP, II, D0.3=50, 600 mm | | | 0083 715-06512 99.000 m | 170.00000 16830.00| 182.00000 18018.00| 196.00000 19404.00 PIPE, RCP, II, D0.3=50, 900 mm | | | 0084 715-06561 4.000 m | 90.00000 360.00| 53.00000 212.00| 160.60000 642.40 PIPE EXTENSION, CIRCULAR, 100 mm | | | 0085 715-06690 66.000 m | 80.00000 5280.00| 64.00000 4224.00| 70.70000 4666.20 PIPE, RCP, III, D0.3=75, 300 mm | | | 0086 715-07731 47.000 m | 112.00000 5264.00| 130.00000 6110.00| 136.00000 6392.00 PIPE, RCP, III, DO.3=75, 600 mm | | | 0087 715-07816 93.000 m | 170.00000 15810.00| 182.00000 16926.00| 181.40000 16870.20 PIPE, RCP, II, DO.3=60, 900 mm | | | 0088 715-07818 15.000 m | 150.00000 2250.00| 165.00000 2475.00| 202.00000 3030.00 PIPE, RCP, III, DO.3=75, 760 mmX 480 mm | | | 0089 715-46005 10.000 EACH| 200.00000 2000.00| 275.00000 2750.00| 524.00000 5240.00 PIPE END SECTION, 375 mm | | | 0090 715-46010 6.000 EACH| 280.00000 1680.00| 280.00000 1680.00| 560.00000 3360.00 PIPE END SECTION, 450 mm | | | 0091 715-46020 2.000 EACH| 460.00000 920.00| 325.00000 650.00| 680.00000 1360.00 PIPE END SECTION, 600 mm | | | 0092 715-46030 1.000 EACH| 600.00000 600.00| 525.00000 525.00| 831.00000 831.00 PIPE END SECTION, 750 mm | | | 0093 715-46040 5.000 EACH| 650.00000 3250.00| 625.00000 3125.00| 922.00000 4610.00 PIPE END SECTION, 900 mm | | | 0094 718-06529 29.000 EACH| 450.00000 13050.00| 425.00000 12325.00| 572.00000 16588.00 OUTLET PROTECTOR, 2 | | | 0095 718-06531 3.000 EACH| 400.00000 1200.00| 425.00000 1275.00| 572.00000 1716.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1341.000 m3 | 30.00000 40230.00| 36.00000 48276.00| 34.80000 46666.80 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 11139.000 m2 | 1.50000 16708.50| 0.85000 9468.15| 1.50000 16708.50 GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-03194 2.000 EACH| 7200.00000 14400.00| 4500.00000 9000.00| 4260.00000 8520.00 MANHOLE , L7, MODOFIED | | | 0100 720-45030 1.000 EACH| 1450.00000 1450.00| 1425.00000 1425.00| 1525.00000 1525.00 INLET, E7 | | | 0101 720-45035 4.000 EACH| 1500.00000 6000.00| 1450.00000 5800.00| 1525.00000 6100.00 INLET, F7 | | | 0102 720-45040 3.000 EACH| 1950.00000 5850.00| 1385.00000 4155.00| 1790.00000 5370.00 INLET, G7 | | | 0103 720-45055 1.000 EACH| 1800.00000 1800.00| 1850.00000 1850.00| 2260.00000 2260.00 INLET, M10 | | | 0104 720-45145 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 2260.00000 2260.00 INLET, J10, MODIFIED | | | 0105 720-45410 4.000 EACH| 1900.00000 7600.00| 2400.00000 9600.00| 2280.00000 9120.00 MANHOLE, C4 | | | 0106 720-93501 1.000 EACH| 7200.00000 7200.00| 6300.00000 6300.00| 7833.00000 7833.00 MANHOLE, L4 | | | 0107 720-95409 1.000 EACH| 5000.00000 5000.00| 3975.00000 3975.00| 4100.00000 4100.00 MANHOLE, J4, MODIFIED | | | 0108 723-08052 75.000 m | 4200.00000 315000.00| 3125.00000 234375.00| 4520.00000 339000.00 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 2440 mm | | | 0109 723-08053 22.000 m | 7600.00000 167200.00| 5800.00000 127600.00| 9300.00000 204600.00 STRUCTURE, PRECAST THREE-SIDED, 7620 mm | | | X 2440 mm | | | 0110 801-04308 9.000 EACH| 395.00000 3555.00| 395.00000 3555.00| 395.00000 3555.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06625 5.000 EACH| 95.00000 475.00| 95.00000 475.00| 95.00000 475.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0112 801-06640 12.000 EACH| 165.00000 1980.00| 165.00000 1980.00| 165.00000 1980.00 CONSTRUCTION SIGN, A | | | 0113 801-06775 LUMP| 25001.70000 25001.70| 50000.00000 50000.00| 18800.00000 18800.00 MAINTAINING TRAFFIC | | | 0114 801-07118 65.000 m | 69.25000 4501.25| 69.25000 4501.25| 69.25000 4501.25 BARRICADE, III-A | | | 0115 801-07119 14.000 m | 85.70000 1199.80| 85.70000 1199.80| 85.70000 1199.80 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 802-05701 107.000 m | 32.67000 3495.69| 32.67000 3495.69| 32.67000 3495.69 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 13.000 m | 31.35000 407.55| 31.35000 407.55| 31.35000 407.55 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-07060 3.000 EACH| 185.00000 555.00| 185.00000 555.00| 185.00000 555.00 SIGN, SHEET, RELOCATE | | | 0119 802-76025 12.000 m2 | 171.08000 2052.96| 171.08000 2052.96| 171.08000 2052.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0120 802-76035 10.000 m2 | 192.60000 1926.00| 192.60000 1926.00| 192.60000 1926.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0121 802-76045 2.000 m2 | 235.65000 471.30| 235.65000 471.30| 235.65000 471.30 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0122 808-03179 1.000 EACH| 230.00000 230.00| 230.00000 230.00| 230.00000 230.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0123 808-06703 7123.000 m | 1.18000 8405.14| 1.18000 8405.14| 1.18000 8405.14 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0124 808-06705 99.000 m | 2.36000 233.64| 2.36000 233.64| 2.36000 233.64 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0125 808-75051 51.000 m | 4.92000 250.92| 4.92000 250.92| 4.92000 250.92 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0126 808-75054 93.000 m | 4.92000 457.56| 4.92000 457.56| 4.92000 457.56 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0127 808-75067 16.000 m | 29.52000 472.32| 29.52000 472.32| 29.52000 472.32 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0128 808-75071 1.000 EACH| 195.00000 195.00| 195.00000 195.00| 195.00000 195.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0129 808-75240 210.000 m | 1.28000 268.80| 1.28000 268.80| 1.28000 268.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0130 808-75245 2067.000 m | 1.18000 2439.06| 1.18000 2439.06| 1.18000 2439.06 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1057095 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 808-75260 46.000 m | 9.51000 437.46| 9.51000 437.46| 9.51000 437.46 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0132 808-75290 139.000 m | 12.80000 1779.20| 12.80000 1779.20| 12.80000 1779.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0133 808-75297 59.000 m | 12.80000 755.20| 12.80000 755.20| 12.80000 755.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0134 808-75320 19.000 EACH| 60.00000 1140.00| 60.00000 1140.00| 60.00000 1140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0135 808-75325 11.000 EACH| 65.00000 715.00| 65.00000 715.00| 65.00000 715.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0136 808-92027 3396.000 m | 2.36000 8014.56| 2.36000 8014.56| 2.36000 8014.56 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0137 621-04258 1.000 kg | 220.00000 220.00| 225.00000 225.00| 220.00000 220.00 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0138 621-04258 2.000 kg | 220.00000 440.00| 290.00000 580.00| 220.00000 440.00 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | SECTION TOTALS | $ 3,566,000.00| $ 3,582,497.30| $ 3,616,434.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,566,000.00| $ 3,582,497.30| $ 3,616,434.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 64000.00000 64000.00| 68000.00000 68000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2100.00000 50400.00| 2075.00000 49800.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 194000.00000 194000.00| 208000.00000 208000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 76285.59000 76285.59| 195000.00000 195000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 837.000 m2 | 1.87000 1565.19| 9.50000 7951.50| PAVEMENT REMOVAL | | | 0008 202-03000 LUMP| 20000.00000 20000.00| 7500.00000 7500.00| HOUSES AND BUILDINGS, REMOVE | | | 0009 202-74045 17.000 EACH| 11.50000 195.50| 21.00000 357.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0010 203-02000 82942.000 m3 | 7.39000 612941.38| 6.40000 530828.80| EXCAVATION, COMMON | | | 0011 205-03371 3443.000 m3 | 4.53000 15596.79| 10.40000 35807.20| SEDIMENT REMOVE | | | 0012 205-06931 701.000 Mg | 31.42000 22025.42| 36.00000 25236.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 11.000 EACH| 178.64000 1965.04| 87.00000 957.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06934 21.000 Mg | 408.65000 8581.65| 490.00000 10290.00| TEMPORARY MULCHING | | | 0015 205-06936 532.000 Mg | 33.12000 17619.84| 36.00000 19152.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 2639.000 m | 2.95000 7785.05| 5.20000 13722.80| TEMPORARY SILT FENCE | | | 0017 205-06938 99.000 m | 29.61000 2931.39| 52.00000 5148.00| TEMPORARY SLOPE DRAIN | | | 0018 207-07500 30182.000 m2 | 1.84000 55534.88| 4.70000 141855.40| SUBGRADE TREATMENT, TYPE C | | | 0019 211-07454 2177.000 m3 | 21.02000 45760.54| 27.10000 58996.70| STRUCTURE BACKFILL | | | 0020 213-52830 499.000 m3 | 106.22000 53003.78| 108.00000 53892.00| FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 301-07448 11764.000 Mg | 18.00000 211752.00| 21.70000 255278.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-06464 175.000 m3 | 18.38000 3216.50| 44.00000 7700.00| SUBBASE FOR PCCP | | | 0023 306-08043 144.000 m2 | 10.00000 1440.00| 18.00000 2592.00| MILLING, TRANSITION | | | 0024 401-06264 LUMP| 8800.00000 8800.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0025 401-07327 3449.000 Mg | 57.40000 197972.60| 44.50000 153480.50| QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0026 401-07397 4365.000 Mg | 48.01000 209563.65| 43.50000 189877.50| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07423 12684.000 Mg | 44.01000 558222.84| 38.20000 484528.80| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0028 401-07429 4786.000 Mg | 45.35000 217045.10| 36.60000 175167.60| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-07433 569.000 Mg | 76.00000 43244.00| 44.60000 25377.40| HMA SURFACE, TYPE B | | | 0030 402-07438 957.000 Mg | 64.00000 61248.00| 42.60000 40768.20| HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 3167.000 Mg | 49.00000 155183.00| 40.30000 127630.10| HMA BASE, TYPE B | | | 0032 404-05511 359.000 m2 | 12.70000 4559.30| 6.50000 2333.50| SEAL COAT, 2 | | | 0033 404-05514 104.000 m2 | 40.00000 4160.00| 10.50000 1092.00| SEAL COAT, 5 | | | 0034 405-05517 15.000 Mg | 373.00000 5595.00| 455.00000 6825.00| ASPHALT FOR PRIME COAT | | | 0035 406-05520 40.000 Mg | 326.00000 13040.00| 270.00000 10800.00| ASPHALT FOR TACK COAT | | | 0036 502-06457 675.000 m2 | 31.77000 21444.75| 84.00000 56700.00| PCCP, 225 mm | | | 0037 605-94811 2.000 EACH| 1480.98000 2961.96| 620.00000 1240.00| CURB TURNOUT | | | 0038 605-97937 121.000 m | 67.36000 8150.56| 54.00000 6534.00| CURB AND GUTTER, CONCRETE, ROLL , | | | MODIFIED | | | 0039 606-07484 4708.000 m | 0.35000 1647.80| 0.40000 1883.20| MILLED HMA SHOULDER CORRUGATIONS | | | 0040 607-06175 5.000 m | 143.40000 717.00| 51.00000 255.00| GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 607-06335 13.000 m | 55.95000 727.35| 107.00000 1391.00| PAVED SIDE DITCH, A | | | 0042 610-07486 240.000 Mg | 104.00000 24960.00| 54.00000 12960.00| HMA FOR APPROACHES, TYPE A | | | 0043 610-07712 242.000 m2 | 26.13000 6323.46| 62.00000 15004.00| PCCP FOR APPROACHES, 150 mm | | | 0044 611-06497 1.000 EACH| 115.00000 115.00| 125.00000 125.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06505 15.000 EACH| 495.00000 7425.00| 525.00000 7875.00| MONUMENT, B | | | 0046 616-02320 7954.000 m2 | 1.23000 9783.42| 2.10000 16703.40| GEOTEXTILES | | | 0047 616-05688 82.000 Mg | 35.51000 2911.82| 37.00000 3034.00| RIPRAP, CLASS 1 | | | 0048 616-05689 90.000 Mg | 42.17000 3795.30| 37.00000 3330.00| RIPRAP, CLASS 2 | | | 0049 616-06405 1577.000 Mg | 23.54000 37122.58| 27.30000 43052.10| RIPRAP, REVETMENT | | | 0050 616-06451 2058.000 Mg | 20.70000 42600.60| 27.30000 56183.40| RIPRAP, UNIFORM | | | 0051 621-01004 2.000 EACH| 450.00000 900.00| 1300.00000 2600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 8.000 Mg | 200.00000 1600.00| 410.00000 3280.00| FERTILIZER | | | 0054 621-06548 64.000 kg | 22.00000 1408.00| 82.00000 5248.00| SEED MIXTURE, CV | | | 0055 621-06553 1503.000 kg | 7.00000 10521.00| 7.60000 11422.80| SEED MIXTURE, R | | | 0056 621-06557 419.000 kg | 4.10000 1717.90| 5.70000 2388.30| SEED MIXTURE, T | | | 0057 621-06565 36.000 Mg | 210.00000 7560.00| 510.00000 18360.00| MULCHING MATERIAL | | | 0058 621-06567 171.000 kL | 10.00000 1710.00| 3.00000 513.00| WATER | | | 0059 621-06575 9484.000 m2 | 3.00000 28452.00| 3.20000 30348.80| SODDING, NURSERY | | | 0060 622-52436 6.000 EACH| 30.00000 180.00| 30.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 95.000 EACH| 4.50000 427.50| 11.00000 1045.00| SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 714-06660 224.000 m2 | 342.53000 76726.72| 459.00000 102816.00| WINGWALL | | | 0063 714-26726 5.000 m | 3892.04000 19460.20| 4127.00000 20635.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0064 715-03584 1.000 EACH| 426.15000 426.15| 575.00000 575.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0065 715-04611 1.000 EACH| 426.15000 426.15| 575.00000 575.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0066 715-05019 27.000 m | 102.23000 2760.21| 204.00000 5508.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0067 715-05048 5872.000 m | 7.49000 43981.28| 9.20000 54022.40| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 510.000 m | 29.99000 15294.90| 11.20000 5712.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05121 29.000 m | 177.32000 5142.28| 108.00000 3132.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0070 715-05127 44.000 m | 169.91000 7476.04| 234.00000 10296.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0071 715-05152 32.000 m | 116.27000 3720.64| 103.00000 3296.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05156 6.000 m | 188.49000 1130.94| 217.00000 1302.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0073 715-05169 56.000 m | 63.99000 3583.44| 98.00000 5488.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-05171 15.000 m | 93.36000 1400.40| 128.00000 1920.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0075 715-05173 29.000 m | 147.42000 4275.18| 148.00000 4292.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05595 4.000 m | 139.66000 558.64| 126.00000 504.00| PIPE EXTENSION, CIRCULAR, 375 mm | | | 0077 715-05697 14.000 m | 54.23000 759.22| 123.00000 1722.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0078 715-05767 188.000 m | 80.17000 15071.96| 127.00000 23876.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0079 715-05842 2.000 EACH| 717.03000 1434.06| 2855.00000 5710.00| CONCRETE ANCHOR, 1050 mm | | | 0080 715-06471 2.000 EACH| 411.83000 823.66| 775.00000 1550.00| PIPE END SECTION, MIN. AREA .31 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-06506 40.000 m | 60.19000 2407.60| 139.00000 5560.00| PIPE, RCP, II, D0.3=60, 375 mm | | | 0082 715-06508 147.000 m | 95.01000 13966.47| 159.00000 23373.00| PIPE, RCP, II, D0.3=50, 600 mm | | | 0083 715-06512 99.000 m | 143.18000 14174.82| 214.00000 21186.00| PIPE, RCP, II, D0.3=50, 900 mm | | | 0084 715-06561 4.000 m | 61.15000 244.60| 23.00000 92.00| PIPE EXTENSION, CIRCULAR, 100 mm | | | 0085 715-06690 66.000 m | 55.86000 3686.76| 123.00000 8118.00| PIPE, RCP, III, D0.3=75, 300 mm | | | 0086 715-07731 47.000 m | 93.44000 4391.68| 168.00000 7896.00| PIPE, RCP, III, DO.3=75, 600 mm | | | 0087 715-07816 93.000 m | 144.41000 13430.13| 231.00000 21483.00| PIPE, RCP, II, DO.3=60, 900 mm | | | 0088 715-07818 15.000 m | 209.04000 3135.60| 229.00000 3435.00| PIPE, RCP, III, DO.3=75, 760 mmX 480 mm | | | 0089 715-46005 10.000 EACH| 267.15000 2671.50| 465.00000 4650.00| PIPE END SECTION, 375 mm | | | 0090 715-46010 6.000 EACH| 293.65000 1761.90| 515.00000 3090.00| PIPE END SECTION, 450 mm | | | 0091 715-46020 2.000 EACH| 325.45000 650.90| 635.00000 1270.00| PIPE END SECTION, 600 mm | | | 0092 715-46030 1.000 EACH| 394.35000 394.35| 735.00000 735.00| PIPE END SECTION, 750 mm | | | 0093 715-46040 5.000 EACH| 516.25000 2581.25| 1025.00000 5125.00| PIPE END SECTION, 900 mm | | | 0094 718-06529 29.000 EACH| 476.83000 13828.07| 395.00000 11455.00| OUTLET PROTECTOR, 2 | | | 0095 718-06531 3.000 EACH| 558.60000 1675.80| 550.00000 1650.00| OUTLET PROTECTOR, 3 | | | 0096 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1341.000 m3 | 12.24000 16413.84| 35.80000 48007.80| AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 11139.000 m2 | 0.51000 5680.89| 1.40000 15594.60| GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-03194 2.000 EACH| 4471.15000 8942.30| 5945.00000 11890.00| MANHOLE , L7, MODOFIED | | | 0100 720-45030 1.000 EACH| 1491.01000 1491.01| 1875.00000 1875.00| INLET, E7 | | | 0101 720-45035 4.000 EACH| 1491.00000 5964.00| 1985.00000 7940.00| INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 720-45040 3.000 EACH| 1782.51000 5347.53| 2345.00000 7035.00| INLET, G7 | | | 0103 720-45055 1.000 EACH| 1503.73000 1503.73| 2540.00000 2540.00| INLET, M10 | | | 0104 720-45145 1.000 EACH| 1503.73000 1503.73| 2740.00000 2740.00| INLET, J10, MODIFIED | | | 0105 720-45410 4.000 EACH| 1951.60000 7806.40| 2440.00000 9760.00| MANHOLE, C4 | | | 0106 720-93501 1.000 EACH| 6140.80000 6140.80| 9765.00000 9765.00| MANHOLE, L4 | | | 0107 720-95409 1.000 EACH| 2597.15000 2597.15| 5690.00000 5690.00| MANHOLE, J4, MODIFIED | | | 0108 723-08052 75.000 m | 2585.05000 193878.75| 3296.00000 247200.00| STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 2440 mm | | | 0109 723-08053 22.000 m | 6029.36000 132645.92| 5836.00000 128392.00| STRUCTURE, PRECAST THREE-SIDED, 7620 mm | | | X 2440 mm | | | 0110 801-04308 9.000 EACH| 395.00000 3555.00| 420.00000 3780.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06625 5.000 EACH| 95.00000 475.00| 115.00000 575.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0112 801-06640 12.000 EACH| 165.00000 1980.00| 180.00000 2160.00| CONSTRUCTION SIGN, A | | | 0113 801-06775 LUMP| 10000.00000 10000.00| 38000.00000 38000.00| MAINTAINING TRAFFIC | | | 0114 801-07118 65.000 m | 69.25000 4501.25| 75.00000 4875.00| BARRICADE, III-A | | | 0115 801-07119 14.000 m | 85.70000 1199.80| 90.00000 1260.00| BARRICADE, III-B | | | 0116 802-05701 107.000 m | 32.67000 3495.69| 34.00000 3638.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 13.000 m | 31.35000 407.55| 33.00000 429.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-07060 3.000 EACH| 185.00000 555.00| 205.00000 615.00| SIGN, SHEET, RELOCATE | | | 0119 802-76025 12.000 m2 | 171.08000 2052.96| 182.00000 2184.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 802-76035 10.000 m2 | 192.60000 1926.00| 212.00000 2120.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0121 802-76045 2.000 m2 | 235.65000 471.30| 242.00000 484.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0122 808-03179 1.000 EACH| 230.00000 230.00| 255.00000 255.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0123 808-06703 7123.000 m | 1.18000 8405.14| 1.20000 8547.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0124 808-06705 99.000 m | 2.36000 233.64| 2.60000 257.40| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0125 808-75051 51.000 m | 4.92000 250.92| 5.40000 275.40| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0126 808-75054 93.000 m | 4.92000 457.56| 5.40000 502.20| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0127 808-75067 16.000 m | 29.52000 472.32| 32.00000 512.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0128 808-75071 1.000 EACH| 195.00000 195.00| 215.00000 215.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0129 808-75240 210.000 m | 1.28000 268.80| 1.40000 294.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0130 808-75245 2067.000 m | 1.18000 2439.06| 1.30000 2687.10| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0131 808-75260 46.000 m | 9.51000 437.46| 10.00000 460.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0132 808-75290 139.000 m | 12.80000 1779.20| 13.70000 1904.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0133 808-75297 59.000 m | 12.80000 755.20| 13.70000 808.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 150 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,304,477.30 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27415-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1009310 | |RIETH RILEY CONSTRUCTION |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 808-75320 19.000 EACH| 60.00000 1140.00| 64.00000 1216.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0135 808-75325 11.000 EACH| 65.00000 715.00| 69.00000 759.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0136 808-92027 3396.000 m | 2.36000 8014.56| 2.50000 8490.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0137 621-04258 1.000 kg | 200.00000 200.00| 230.00000 230.00| SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0138 621-04258 2.000 kg | 309.00000 618.00| 235.00000 470.00| SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | SECTION TOTALS | $ 3,903,999.99| $ 4,183,085.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,903,999.99| $ 4,183,085.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,365.00 ROUTE : 331 CALL ORDER : 170 CONTRACT ID : R -27470-A COUNTIES : FLOYD LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 552200D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 9,350.00 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 10,725.00 114.7058% 3 35-2155873 KING'S TRUCKING & EXCAVATION INC. $ 11,000.00 117.6470% 4 30-8027898 BRYAN'S HAULING & EXCAVATING $ 11,000.00 117.6470% 5 35-1817574 YARDBERRY LANDSCAPE $ 24,500.00 262.0320% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1004746 |(3) 35-2155873 |HAUER EXCAVATING |TEMPLE & TEMPLE EXCAVATING |KING'S TRUCKING & EXCAVATION 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 110-01001 LUMP| 400.00000 400.00| 600.00000 600.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 8600.00000 8600.00| 9475.00000 9475.00| 8700.00000 8700.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 500.000 SYS | 0.70000 350.00| 1.30000 650.00| 3.00000 1500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 9,350.00| $ 10,725.00| $ 11,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,350.00| $ 10,725.00| $ 11,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,365.00 ROUTE : 331 CALL ORDER : 170 CONTRACT ID : R -27470-A COUNTIES : FLOYD LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 30-8027898 |(5) 35-1817574 | |BRYAN'S HAULING & EXCAVATING|YARDBERRY LANDSCAPE | 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 110-01001 LUMP| 500.00000 500.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 10000.00000 10000.00| 23000.00000 23000.00| HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 500.000 SYS | 1.00000 500.00| 1.00000 500.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 11,000.00| $ 24,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,000.00| $ 24,500.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,007.02 ROUTE : 35 CALL ORDER : 180 CONTRACT ID : R -27571-A COUNTIES : WAYNE LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2632021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 342,487.53 100.0000% ==================================================================================================================================== |(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 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 17000.00000 17000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 6800.00000 6800.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 112.000 SYS | 35.00000 3920.00| | PAVEMENT REMOVAL | | | 0008 202-51330 LUMP| 10850.00000 10850.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 870.000 CYS | 30.00000 26100.00| | EXCAVATION, COMMON | | | 0010 205-06931 25.000 TON | 35.00000 875.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 695.000 LFT | 1.50000 1042.50| | TEMPORARY SILT FENCE | | | 0012 207-07500 909.000 SYS | 10.00000 9090.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-02050 50.000 CYS | 15.00000 750.00| | B BORROW | | | 0014 211-07454 69.000 CYS | 15.00000 1035.00| | STRUCTURE BACKFILL | | | 0015 213-52830 60.000 CYS | 100.00000 6000.00| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,007.02 ROUTE : 35 CALL ORDER : 180 CONTRACT ID : R -27571-A COUNTIES : WAYNE LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD 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 301-07448 869.000 TON | 22.00000 19118.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08034 2622.000 SYS | 2.50000 6555.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07434 227.000 TON | 80.00000 18160.00| | HMA SURFACE, TYPE C | | | 0019 402-07439 272.000 TON | 65.00000 17680.00| | HMA INTERMEDIATE, TYPE C | | | 0020 402-07440 195.000 TON | 67.00000 13065.00| | HMA BASE. TYPE A | | | 0021 402-07442 52.000 TON | 85.00000 4420.00| | HMA BASE, TYPE C | | | 0022 404-05511 786.000 SYS | 2.50000 1965.00| | SEAL COAT, 2 | | | 0023 405-05518 868.000 SYS | 0.50000 434.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05521 2713.000 SYS | 0.06000 162.78| | ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 2.000 EACH| 2500.00000 5000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 3.000 EACH| 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 794.000 LFT | 15.00000 11910.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 18.000 TON | 115.00000 2070.00| | HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 1.000 EACH| 175.00000 175.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 3.000 EACH| 120.00000 360.00| | RIGHT OF WAY MARKER | | | 0033 615-06500 3.000 EACH| 500.00000 1500.00| | MONUMENT, A | | | 0034 616-02320 452.000 SYS | 2.00000 904.00| | GEOTEXTILES | | | 0035 616-05688 96.000 TON | 35.00000 3360.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,007.02 ROUTE : 35 CALL ORDER : 180 CONTRACT ID : R -27571-A COUNTIES : WAYNE LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-06451 55.000 TON | 35.00000 1925.00| | RIPRAP, UNIFORM | | | 0037 621-01004 2.000 EACH| 420.00000 840.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 926.000 SYS | 2.00000 1852.00| | EROSION CONTROL BLANKET | | | 0039 621-06545 1.000 TON | 420.00000 420.00| | FERTILIZER | | | 0040 621-06548 4.000 LBS | 50.00000 200.00| | SEED MIXTURE, CV | | | 0041 621-06557 60.000 LBS | 5.25000 315.00| | SEED MIXTURE, T | | | 0042 621-06559 3710.000 SYS | 0.40000 1484.00| | MULCHED SEEDING, R | | | 0043 621-06565 2.000 TON | 420.00000 840.00| | MULCHING MATERIAL | | | 0044 621-06567 1.000 MG | 12.00000 12.00| | WATER | | | 0045 621-06574 267.000 SYS | 7.00000 1869.00| | SODDING | | | 0046 702-51863 52.000 EACH| 8.00000 416.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0047 714-06278 70.000 LFT | 700.00000 49000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 4 FT. | | | 0048 714-26708 42.000 LFT | 950.00000 39900.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0049 715-05439 10.000 LFT | 90.00000 900.00| | PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | | 0050 723-06660 20.000 SYS | 550.00000 11000.00| | WINGWALL | | | 0051 801-04308 6.000 EACH| 140.00000 840.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 20.000 EACH| 90.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 20.000 EACH| 180.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 4670.00000 4670.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,007.02 ROUTE : 35 CALL ORDER : 180 CONTRACT ID : R -27571-A COUNTIES : WAYNE LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-07118 96.000 LFT | 5.25000 504.00| | BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 8.00000 384.00| | BARRICADE, III-B | | | 0057 802-05701 26.000 LFT | 8.50000 221.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05702 25.000 LFT | 8.40000 210.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-76035 24.000 SFT | 17.00000 408.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0060 804-06725 1.000 EACH| 19.00000 19.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0061 808-06712 256.000 LFT | 1.00000 256.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0062 808-06713 2175.000 LFT | 0.22000 478.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 875.000 LFT | 0.27000 236.25| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-75996 43.000 EACH| 11.50000 494.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 43.000 EACH| 30.00000 1290.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 342,487.53| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,487.53| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 184 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,707,437.68 ROUTE : 20 CALL ORDER : 184 CONTRACT ID : R -27601-B COUNTIES : ST. JOSEPH LETTING DATE : 09/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2062003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,794,302.60 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,233,635.33 124.4848% 3 35-1120685 WALSH & KELLY INC $ 2,268,778.98 126.4434% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PCCP CLEANING AND SEALING JOINTS | | | 0001 105-06845 LUMP| 50000.00000 50000.00| 7500.00000 7500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 3000.00000 18000.00| 500.00000 3000.00| 2500.00000 15000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 200000.00000 200000.00| 70000.00000 70000.00| 113000.00000 113000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 203-02000 1000.000 CYS | 10.00000 10000.00| 12.00000 12000.00| 28.00000 28000.00 EXCAVATION, COMMON | | | 0008 210-08288 LUMP| 80000.00000 80000.00| 177000.00000 177000.00| 157500.00000 157500.00 ANTI-ICING PAVEMENT OVERLAY SYSTEM | | | 0009 303-07449 6000.000 TON | 18.00000 108000.00| 25.00000 150000.00| 28.00000 168000.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 306-08037 144.000 SYS | 50.00000 7200.00| 100.00000 14400.00| 60.00000 8640.00 MILLING, ASPHALT, 3 IN. | | | 0011 402-07784 500.000 TON | 20.00000 10000.00| 79.00000 39500.00| 80.00000 40000.00 HMA SURFACE, TYPE D | | | 0012 402-07785 150.000 TON | 20.00000 3000.00| 75.50000 11325.00| 80.00000 12000.00 HMA INTERMEDIATE, TYPE D | | | 0014 503-05240 840.000 LFT | 0.10000 84.00| 10.00000 8400.00| 12.00000 10080.00 D-1 CONTRACTION JOINT | | | 0015 506-06333 1822.000 SYS | 110.00000 200420.00| 100.00000 182200.00| 180.00000 327960.00 PCCP PATCHING, FULL DEPTH | | | 0016 506-06334 311.000 SYS | 110.00000 34210.00| 100.00000 31100.00| 140.00000 43540.00 PCCP PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 184 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,707,437.68 ROUTE : 20 CALL ORDER : 184 CONTRACT ID : R -27601-B COUNTIES : ST. JOSEPH LETTING DATE : 09/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 715-05428 100.000 LFT | 150.00000 15000.00| 100.00000 10000.00| 100.00000 10000.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0020 801-01093 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 250.00000 2500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06640 40.000 EACH| 60.00000 2400.00| 60.00000 2400.00| 60.00000 2400.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 300000.00000 300000.00| 25000.00000 25000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0023 801-07215 100.000 DAY | 62.00000 6200.00| 62.00000 6200.00| 62.00000 6200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0024 808-03002 27860.000 LFT | 0.05000 1393.00| 0.39000 10865.40| 0.37000 10308.20 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0025 808-03631 243302.000 LFT | 0.05000 12165.10| 0.39000 94887.78| 0.37000 90021.74 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0026 808-03632 243302.000 LFT | 0.05000 12165.10| 0.39000 94887.78| 0.37000 90021.74 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0027 808-05534 8748.000 LFT | 0.80000 6998.40| 0.78000 6823.44| 0.75000 6561.00 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0028 808-06194 604.000 LFT | 7.00000 4228.00| 1.17000 706.68| 5.75000 3473.00 LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0029 808-74805 115.000 LFT | 16.00000 1840.00| 2.34000 269.10| 13.85000 1592.75 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0030 808-75996 100.000 EACH| 6.00000 600.00| 10.00000 1000.00| 10.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 100.000 EACH| 65.00000 6500.00| 31.00000 3100.00| 55.00000 5500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08034 4123.000 SYS | 7.00000 28861.00| 8.00000 32984.00| 12.00000 49476.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0033 507-07482 2000.000 LFT | 2.50000 5000.00| 1.65000 3300.00| 3.00000 6000.00 CRACKS AND JOINTS IN PCCP, ROUT AND | | | SEAL , LONGITUDINAL AND TRANVERSE JOINTS| | | 0034 507-08272 100606.000 LFT | 1.35000 135818.10| 1.90000 191151.40| 1.80000 181090.80 JOINTS IN PCCP, SAW AND SEAL , | | | TRANSVERSE SHOULDER JOINTS | | | 0035 507-08272 97254.000 LFT | 1.35000 131292.90| 3.50000 340389.00| 2.75000 267448.50 JOINTS IN PCCP, SAW AND SEAL , | | | ELASTOMERIC TRANSVERSE JOINTS | | | 0036 507-08272 400425.000 LFT | 1.00000 400425.00| 1.75000 700743.75| 1.09000 436463.25 JOINTS IN PCCP, SAW AND SEAL , | | | LONGITUDINAL JOINTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 184 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,707,437.68 ROUTE : 20 CALL ORDER : 184 CONTRACT ID : R -27601-B COUNTIES : ST. JOSEPH LETTING DATE : 09/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1582109 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,794,302.60| $ 2,233,635.33| $ 2,268,778.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,794,302.60| $ 2,233,635.33| $ 2,268,778.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 200 CONTRACT ID : R -27666-A COUNTIES : CASS LETTING DATE : 09/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 5,852,302.42 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 44 CALL ORDER : 210 CONTRACT ID : R -27697-A COUNTIES : RUSH LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 172,048.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 189,797.00 110.3161% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 214 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,565.00 ROUTE : 35 CALL ORDER : 214 CONTRACT ID : R -27699-B COUNTIES : HOWARD LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 120300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 9,080.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 11,287.92 124.3162% 3 35-1058755 BAKER & SCHULTZ, INC. $ 11,677.80 128.6101% 4 35-1817574 YARDBERRY LANDSCAPE $ 19,180.00 211.2334% ==================================================================================================================================== |(1) 30-8027898 |(2) 35-1874009 |(3) 35-1058755 |BRYAN'S HAULING & EXCAVATING|HAUER EXCAVATING |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP| 6500.00000 6500.00| 8888.00000 8888.00| 6450.00000 6450.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0002 621-06559 500.000 SYS | 1.00000 500.00| 0.80000 400.00| 2.25000 1125.00 MULCHED SEEDING, R | | | 0003 202-03135 104.000 SFT | 20.00000 2080.00| 19.23000 1999.92| 39.45000 4102.80 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 9,080.00| $ 11,287.92| $ 11,677.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,080.00| $ 11,287.92| $ 11,677.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 214 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,565.00 ROUTE : 35 CALL ORDER : 214 CONTRACT ID : R -27699-B COUNTIES : HOWARD LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP| 14000.00000 14000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0002 621-06559 500.000 SYS | 1.00000 500.00| | MULCHED SEEDING, R | | | 0003 202-03135 104.000 SFT | 45.00000 4680.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 19,180.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,180.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -27740-A COUNTIES : DEARBORN LETTING DATE : 09/14/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/09/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9915017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 2,548,316.35 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,556,594.45 100.3248% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,683,801.27 105.3166% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,616.89 ROUTE : 31 CALL ORDER : 320 CONTRACT ID : RS-26383-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1531029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 896,442.63 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 968,065.07 107.9896% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 975,756.96 108.8476% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 993,070.00 110.7789% 5 31-4351261 SHELLY & SANDS, INC. $ 1,022,446.64 114.0560% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I|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 105-06845 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 3200.00000 3200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1900.00000 11400.00| 1800.00000 10800.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 40000.00000 40000.00| 43600.00000 43600.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 355.000 TON | 140.00000 49700.00| 123.00000 43665.00| 155.00000 55025.00 HMA PATCHING, TYPE D | | | 0007 306-08032 2794.000 SYS | 0.90000 2514.60| 0.70000 1955.80| 2.00000 5588.00 MILLING, TRANSITION | | | 0008 306-08034 181036.000 SYS | 0.15000 27155.40| 0.40000 72414.40| 0.42000 76035.12 MILLING, ASPHALT, 1 1/2 IN. | | | 0009 401-06264 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 3100.00000 3100.00 PROFILOGRAPH, HMA | | | 0010 401-07329 14936.000 TON | 43.50000 649716.00| 45.25000 675854.00| 43.60000 651209.60 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0011 406-05520 42.500 TON | 172.00000 7310.00| 100.00000 4250.00| 170.00000 7225.00 ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 550.00000 550.00 PROFILOGRAPH, PCCP | | | 0013 507-07482 9472.000 LFT | 1.48000 14018.56| 1.50000 14208.00| 1.29000 12218.88 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,616.89 ROUTE : 31 CALL ORDER : 320 CONTRACT ID : RS-26383-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1151771 |(3) 35-1917625 |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 606-07484 29829.000 LFT | 0.07000 2088.03| 0.18000 5369.22| 0.11000 3281.19 MILLED HMA SHOULDER CORRUGATIONS | | | 0015 610-07788 231.000 TON | 75.00000 17325.00| 63.00000 14553.00| 108.00000 24948.00 HMA FOR APPROACHES, TYPE D | | | 0016 612-04315 8.000 TON | 1250.00000 10000.00| 1228.00000 9824.00| 1250.00000 10000.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0017 615-06525 2.000 EACH| 600.00000 1200.00| 400.00000 800.00| 300.00000 600.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 801-06207 4624.000 LFT | 1.00000 4624.00| 1.10000 5086.40| 0.75000 3468.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 50.000 EACH| 75.00000 3750.00| 75.00000 3750.00| 76.00000 3800.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 11500.00000 11500.00| 22500.00000 22500.00| 30500.00000 30500.00 MAINTAINING TRAFFIC | | | 0021 805-02328 3000.000 LFT | 0.60000 1800.00| 0.60000 1800.00| 0.41000 1230.00 SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 750.000 LFT | 7.20000 5400.00| 7.20000 5400.00| 6.12000 4590.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-06711 11560.000 LFT | 0.08000 924.80| 0.08000 924.80| 0.08000 924.80 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06713 90193.000 LFT | 0.08000 7215.44| 0.05000 4509.65| 0.08000 7215.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-75297 564.000 LFT | 2.70000 1522.80| 2.70000 1522.80| 2.75000 1551.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 39.000 EACH| 45.00000 1755.00| 45.00000 1755.00| 45.93000 1791.27 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 39.000 EACH| 65.00000 2535.00| 65.00000 2535.00| 66.34000 2587.26 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 580.000 EACH| 3.95000 2291.00| 3.95000 2291.00| 3.58000 2076.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 580.000 EACH| 17.75000 10295.00| 17.75000 10295.00| 18.00000 10440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 808-06714 45000.000 LFT | 0.08000 3600.00| 0.08000 3600.00| 0.08000 3600.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 896,442.63| $ 968,065.07| $ 975,756.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 896,442.63| $ 968,065.07| $ 975,756.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,616.89 ROUTE : 31 CALL ORDER : 320 CONTRACT ID : RS-26383-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, 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| 3000.00000 3000.00| 3380.93000 3380.93| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2324.39000 13946.34| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 50000.00000 50000.00| 51000.00000 51000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 355.000 TON | 120.00000 42600.00| 100.00000 35500.00| HMA PATCHING, TYPE D | | | 0007 306-08032 2794.000 SYS | 1.80000 5029.20| 1.93000 5392.42| MILLING, TRANSITION | | | 0008 306-08034 181036.000 SYS | 0.22000 39827.92| 0.79000 143018.44| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 401-06264 LUMP| 4200.00000 4200.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0010 401-07329 14936.000 TON | 45.00000 672120.00| 40.50000 604908.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0011 406-05520 42.500 TON | 185.00000 7862.50| 193.98000 8244.15| ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| PROFILOGRAPH, PCCP | | | 0013 507-07482 9472.000 LFT | 2.50000 23680.00| 1.58000 14965.76| CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0014 606-07484 29829.000 LFT | 0.20000 5965.80| 0.22000 6562.38| MILLED HMA SHOULDER CORRUGATIONS | | | 0015 610-07788 231.000 TON | 90.00000 20790.00| 97.08000 22425.48| HMA FOR APPROACHES, TYPE D | | | 0016 612-04315 8.000 TON | 1250.00000 10000.00| 1320.68000 10565.44| ASPHALT MATERIAL FOR UNDERSEAL | | | 0017 615-06525 2.000 EACH| 400.00000 800.00| 528.27000 1056.54| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 801-06207 4624.000 LFT | 1.15000 5317.60| 0.81000 3745.44| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 50.000 EACH| 77.00000 3850.00| 79.24000 3962.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,616.89 ROUTE : 31 CALL ORDER : 320 CONTRACT ID : RS-26383-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 44500.01000 44500.01| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0021 805-02328 3000.000 LFT | 0.62000 1860.00| 0.63000 1890.00| SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 750.000 LFT | 7.40000 5550.00| 7.61000 5707.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-06711 11560.000 LFT | 0.09000 1040.40| 0.08000 924.80| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06713 90193.000 LFT | 0.09000 8117.37| 0.08000 7215.44| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-75297 564.000 LFT | 2.80000 1579.20| 2.85000 1607.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 39.000 EACH| 46.00000 1794.00| 47.54000 1854.06| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 39.000 EACH| 66.00000 2574.00| 68.68000 2678.52| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 580.000 EACH| 4.00000 2320.00| 4.17000 2418.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 580.000 EACH| 18.00000 10440.00| 18.75000 10875.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 808-06714 45000.000 LFT | 0.09000 4050.00| 0.08000 3600.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 993,070.00| $ 1,022,446.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 993,070.00| $ 1,022,446.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,091,789.38 ROUTE : 32 CALL ORDER : 330 CONTRACT ID : RS-27042-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0884026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 863,892.16 100.0000% 2 35-1139301 E & B PAVING, INC. $ 922,067.87 106.7341% 3 31-4351261 SHELLY & SANDS, INC. $ 943,697.07 109.2378% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 958,473.21 110.9482% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,026,600.00 118.8342% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 31-4351261 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |SHELLY & SANDS, 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| 10800.00000 10800.00| 35000.00000 35000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 2000.00000 12000.00| 1400.00000 8400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 49667.00000 49667.00| 74500.00000 74500.00| 98000.00000 98000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1416.000 TON | 16.00000 22656.00| 13.00000 18408.00| 28.00000 39648.00 COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07491 641.000 TON | 120.00000 76920.00| 150.00000 96150.00| 140.00000 89740.00 HMA PATCHING, TYPE C | | | 0009 306-08032 12576.000 SYS | 0.40000 5030.40| 2.35000 29553.60| 2.50000 31440.00 MILLING, TRANSITION | | | 0010 306-08034 46418.000 SYS | 0.50000 23209.00| 0.20000 9283.60| 0.40000 18567.20 MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08042 103947.000 SYS | 0.35000 36381.45| 0.52000 54052.44| 0.30000 31184.10 MILLING, SCARIFICATION/PROFILE | | | 0012 401-06264 LUMP| 1000.00000 1000.00| 9000.00000 9000.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0013 401-07322 12405.000 TON | 35.00000 434175.00| 29.00000 359745.00| 30.00000 372150.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0014 406-05520 38.000 TON | 100.00000 3800.00| 200.00000 7600.00| 150.00000 5700.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,091,789.38 ROUTE : 32 CALL ORDER : 330 CONTRACT ID : RS-27042-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 31-4351261 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 506-06333 132.000 SYS | 123.45000 16295.40| 110.00000 14520.00| 130.00000 17160.00 PCCP PATCHING, FULL DEPTH | | | 0016 606-07484 26600.000 LFT | 0.36000 9576.00| 0.15000 3990.00| 0.18000 4788.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0018 612-04315 23.000 TON | 790.00000 18170.00| 700.00000 16100.00| 845.00000 19435.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-60410 380.000 EACH| 7.25000 2755.00| 7.00000 2660.00| 7.95000 3021.00 DRILLED HOLE FOR UNDERSEAL | | | 0020 615-06525 6.000 EACH| 400.00000 2400.00| 600.00000 3600.00| 360.00000 2160.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 801-06207 4541.000 LFT | 0.87000 3950.67| 0.60000 2724.60| 0.60000 2724.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 55.000 EACH| 75.00000 4125.00| 55.00000 3025.00| 84.00000 4620.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 62600.00000 62600.00| 55000.00000 55000.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0024 808-06712 19913.000 LFT | 0.05000 995.65| 0.08000 1593.04| 0.01000 199.13 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 61337.000 LFT | 0.08000 4906.96| 0.08000 4906.96| 0.11000 6747.07 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 25493.000 LFT | 0.08000 2039.44| 0.08000 2039.44| 0.11000 2804.23 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-06721 561.000 LFT | 0.47000 263.67| 0.47000 263.67| 0.01000 5.61 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0028 808-75297 467.000 LFT | 2.85000 1330.95| 2.85000 1330.95| 4.75000 2218.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75320 23.000 EACH| 52.00000 1196.00| 52.00000 1196.00| 63.50000 1460.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 12.000 EACH| 75.00000 900.00| 75.00000 900.00| 68.74000 824.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 417.000 EACH| 4.96000 2068.32| 4.96000 2068.32| 8.00000 3336.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 417.000 EACH| 18.25000 7610.25| 18.25000 7610.25| 19.50000 8131.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 610-07488 1097.000 TON | 44.00000 48268.00| 85.00000 93245.00| 90.00000 98730.00 HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,091,789.38 ROUTE : 32 CALL ORDER : 330 CONTRACT ID : RS-27042-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 31-4351261 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 863,892.16| $ 922,067.87| $ 943,697.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 863,892.16| $ 922,067.87| $ 943,697.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,091,789.38 ROUTE : 32 CALL ORDER : 330 CONTRACT ID : RS-27042-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 15500.00000 15500.00| 4300.00000 4300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 45000.00000 45000.00| 69000.00000 69000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1416.000 TON | 16.00000 22656.00| 20.00000 28320.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07491 641.000 TON | 150.00000 96150.00| 120.00000 76920.00| HMA PATCHING, TYPE C | | | 0009 306-08032 12576.000 SYS | 2.00000 25152.00| 2.58000 32446.08| MILLING, TRANSITION | | | 0010 306-08034 46418.000 SYS | 0.25000 11604.50| 0.66000 30635.88| MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08042 103947.000 SYS | 0.25000 25986.75| 0.40000 41578.80| MILLING, SCARIFICATION/PROFILE | | | 0012 401-06264 LUMP| 10000.00000 10000.00| 4200.00000 4200.00| PROFILOGRAPH, HMA | | | 0013 401-07322 12405.000 TON | 33.30000 413086.50| 40.00000 496200.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0014 406-05520 38.000 TON | 170.00000 6460.00| 185.00000 7030.00| ASPHALT FOR TACK COAT | | | 0015 506-06333 132.000 SYS | 150.00000 19800.00| 250.00000 33000.00| PCCP PATCHING, FULL DEPTH | | | 0016 606-07484 26600.000 LFT | 0.33000 8778.00| 0.20000 5320.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0018 612-04315 23.000 TON | 790.00000 18170.00| 790.00000 18170.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-60410 380.000 EACH| 7.25000 2755.00| 7.25000 2755.00| DRILLED HOLE FOR UNDERSEAL | | | 0020 615-06525 6.000 EACH| 350.00000 2100.00| 400.00000 2400.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 801-06207 4541.000 LFT | 1.30000 5903.30| 1.15000 5222.15| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,091,789.38 ROUTE : 32 CALL ORDER : 330 CONTRACT ID : RS-27042-A COUNTIES : HAMILTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 801-06640 55.000 EACH| 77.00000 4235.00| 80.00000 4400.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 89000.00000 89000.00| 35094.14000 35094.14| MAINTAINING TRAFFIC | | | 0024 808-06712 19913.000 LFT | 0.08000 1593.04| 0.09000 1792.17| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 61337.000 LFT | 0.08000 4906.96| 0.09000 5520.33| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 25493.000 LFT | 0.08000 2039.44| 0.09000 2294.37| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-06721 561.000 LFT | 0.47000 263.67| 0.48000 269.28| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0028 808-75297 467.000 LFT | 2.90000 1354.30| 2.90000 1354.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75320 23.000 EACH| 54.00000 1242.00| 53.00000 1219.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 12.000 EACH| 78.00000 936.00| 76.00000 912.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 417.000 EACH| 4.25000 1772.25| 5.00000 2085.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 417.000 EACH| 18.50000 7714.50| 18.50000 7714.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 610-07488 1097.000 TON | 96.00000 105312.00| 85.00000 93245.00| HMA FOR APPROACHES, TYPE C | | | SECTION TOTALS | $ 958,473.21| $ 1,026,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 958,473.21| $ 1,026,600.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,329,106.94 ROUTE : SR 65 CALL ORDER : 340 CONTRACT ID : RS-27104-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 328200H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 2,078,372.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,098,000.00 100.9443% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,232,000.00 107.3917% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 45000.00000 45000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1275.00000 15300.00| 1750.00000 21000.00| 1120.00000 13440.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 103800.00000 103800.00| 142000.00000 142000.00| 111600.00000 111600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 144.000 LFT | 5.00000 720.00| 5.00000 720.00| 5.00000 720.00 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 4000.00000 4000.00| 1500.00000 1500.00| 400.00000 400.00 HEADWALL, REMOVE | | | 0008 202-93741 5.000 EACH| 300.00000 1500.00| 250.00000 1250.00| 250.00000 1250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02376 LUMP| 34500.00000 34500.00| 45000.00000 45000.00| 8050.00000 8050.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0010 205-06932 240.000 LFT | 2.00000 480.00| 1.80000 432.00| 1.80000 432.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 211-07454 180.000 CYS | 45.00000 8100.00| 15.00000 2700.00| 22.50000 4050.00 STRUCTURE BACKFILL | | | 0012 304-07490 550.000 TON | 135.00000 74250.00| 100.00000 55000.00| 104.00000 57200.00 HMA PATCHING, TYPE B | | | 0013 306-08033 137050.000 SYS | 0.40000 54820.00| 0.50000 68525.00| 0.16000 21928.00 MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 14073.000 SYS | 1.30000 18294.90| 0.50000 7036.50| 0.70000 9851.10 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,329,106.94 ROUTE : SR 65 CALL ORDER : 340 CONTRACT ID : RS-27104-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |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| 10500.00000 10500.00| 7500.00000 7500.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0016 401-07327 11450.000 TON | 38.00000 435100.00| 41.25000 472312.50| 41.00000 469450.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0017 401-07378 5250.000 TON | 34.00000 178500.00| 40.00000 210000.00| 39.00000 204750.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0018 402-07451 16000.000 TON | 34.00000 544000.00| 26.00000 416000.00| 42.00000 672000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0019 405-05517 40.000 TON | 250.00000 10000.00| 1.00000 40.00| 260.00000 10400.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 75.000 TON | 195.00000 14625.00| 200.00000 15000.00| 172.00000 12900.00 ASPHALT FOR TACK COAT | | | 0021 601-01846 5.000 EACH| 2500.00000 12500.00| 2000.00000 10000.00| 2000.00000 10000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-92948 900.000 LFT | 3.00000 2700.00| 3.00000 2700.00| 3.00000 2700.00 GUARDRAIL, ADJUST HEIGHT | | | 0023 601-94689 5.000 EACH| 4000.00000 20000.00| 2500.00000 12500.00| 3890.00000 19450.00 GUARDRAIL END TREATMENT, OS | | | 0024 610-07487 7025.000 TON | 38.00000 266950.00| 30.00000 210750.00| 52.00000 365300.00 HMA FOR APPROACHES, TYPE B | | | 0025 611-06497 65.000 EACH| 135.00000 8775.00| 135.00000 8775.00| 135.00000 8775.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06520 2.000 EACH| 405.00000 810.00| 405.00000 810.00| 405.00000 810.00 MONUMENT, RE-ESTABLISH | | | 0027 615-06527 1.000 EACH| 405.00000 405.00| 405.00000 405.00| 405.00000 405.00 MONUMENT, SECTION CORNER | | | 0028 616-02320 2250.000 SYS | 1.65000 3712.50| 1.75000 3937.50| 1.40000 3150.00 GEOTEXTILES | | | 0029 616-06451 3000.000 TON | 26.00000 78000.00| 25.00000 75000.00| 20.50000 61500.00 RIPRAP, UNIFORM | | | 0030 621-06559 1000.000 SYS | 1.35000 1350.00| 1.35000 1350.00| 1.35000 1350.00 MULCHED SEEDING, R | | | 0031 715-05121 264.000 LFT | 110.00000 29040.00| 90.00000 23760.00| 55.00000 14520.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0032 715-05123 82.000 LFT | 132.00000 10824.00| 106.00000 8692.00| 88.00000 7216.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0033 715-05125 86.000 LFT | 108.00000 9288.00| 110.00000 9460.00| 80.00000 6880.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0034 715-46010 4.000 EACH| 361.00000 1444.00| 250.00000 1000.00| 255.00000 1020.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,329,106.94 ROUTE : SR 65 CALL ORDER : 340 CONTRACT ID : RS-27104-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-46020 2.000 EACH| 403.00000 806.00| 300.00000 600.00| 300.00000 600.00 PIPE END SECTION, 24 IN. | | | 0036 801-06203 17130.000 LFT | 0.60000 10278.00| 0.45000 7708.50| 0.34000 5824.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 5800.000 LFT | 1.50000 8700.00| 1.00000 5800.00| 0.94000 5452.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 49.000 EACH| 130.00000 6370.00| 130.00000 6370.00| 130.00000 6370.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 30000.00000 30000.00| 149436.40000 149436.40| 40863.10000 40863.10 MAINTAINING TRAFFIC | | | 0040 808-06712 470.000 LFT | 0.08000 37.60| 0.08000 37.60| 0.08000 37.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0041 808-06713 114200.000 LFT | 0.08000 9136.00| 0.08000 9136.00| 0.08000 9136.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 110800.000 LFT | 0.08000 8864.00| 0.08000 8864.00| 0.08000 8864.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-75340 2.000 EACH| 375.00000 750.00| 375.00000 750.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0044 808-75996 1295.000 EACH| 3.90000 5050.50| 3.90000 5050.50| 3.10000 4014.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 1295.000 EACH| 18.10000 23439.50| 18.10000 23439.50| 18.10000 23439.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,078,372.00| $ 2,098,000.00| $ 2,232,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,078,372.00| $ 2,098,000.00| $ 2,232,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 38 CALL ORDER : 350 CONTRACT ID : RS-27534-A COUNTIES : WAYNE LETTING DATE : 09/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 82 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. $ 2,134,917.41 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,089,477.31 ROUTE : SR 64 CALL ORDER : 360 CONTRACT ID : RS-27594-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0183027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 892,815.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 934,300.00 104.6465% ==================================================================================================================================== |(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 HMA RESURFACE | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1400.00000 9800.00| 1200.00000 8400.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 44600.00000 44600.00| 46500.00000 46500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 563.000 LFT | 3.20000 1801.60| 2.85000 1604.55| GUARDRAIL, REMOVE | | | 0007 202-93741 3.000 EACH| 180.00000 540.00| 160.00000 480.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 303-01180 30.000 TON | 33.00000 990.00| 17.80000 534.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07490 1161.000 TON | 110.00000 127710.00| 91.00000 105651.00| HMA PATCHING, TYPE B | | | 0010 306-08033 64407.000 SYS | 0.34000 21898.38| 0.27000 17389.89| MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 8560.000 SYS | 0.23000 1968.80| 0.02000 171.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 3548.000 SYS | 2.00000 7096.00| 0.85000 3015.80| MILLING, TRANSITION | | | 0013 401-06264 LUMP| 5000.00000 5000.00| 2900.00000 2900.00| PROFILOGRAPH, HMA | | | 0014 401-07321 5317.000 TON | 33.25000 176790.25| 36.00000 191412.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0015 401-07327 703.000 TON | 43.00000 30229.00| 38.00000 26714.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,089,477.31 ROUTE : SR 64 CALL ORDER : 360 CONTRACT ID : RS-27594-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07390 10634.000 TON | 27.25000 289776.50| 35.00000 372190.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0017 405-05517 20.000 TON | 270.00000 5400.00| 275.00000 5500.00| ASPHALT FOR PRIME COAT | | | 0018 406-05520 35.000 TON | 195.00000 6825.00| 172.00000 6020.00| ASPHALT FOR TACK COAT | | | 0019 601-01625 1.000 EACH| 2000.00000 2000.00| 1480.00000 1480.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-94689 3.000 EACH| 4000.00000 12000.00| 3000.00000 9000.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 487.500 LFT | 17.00000 8287.50| 16.50000 8043.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 610-07487 782.000 TON | 67.00000 52394.00| 48.00000 37536.00| HMA FOR APPROACHES, TYPE B | | | 0023 612-04315 43.000 TON | 790.00000 33970.00| 790.00000 33970.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 656.000 EACH| 7.50000 4920.00| 7.25000 4756.00| DRILLED HOLE FOR UNDERSEAL | | | 0025 616-02320 22.000 SYS | 1.25000 27.50| 5.00000 110.00| GEOTEXTILES | | | 0026 616-06405 22.000 TON | 67.00000 1474.00| 27.00000 594.00| RIPRAP, REVETMENT | | | 0027 720-44000 12.000 EACH| 670.00000 8040.00| 207.00000 2484.00| CASTING, ADJUST TO GRADE | | | 0028 801-06203 4573.000 LFT | 0.55000 2515.15| 0.34000 1554.82| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 2287.000 LFT | 1.35000 3087.45| 1.10000 2515.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 30.000 EACH| 72.00000 2160.00| 70.00000 2100.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 7400.00000 7400.00| 22334.49000 22334.49| MAINTAINING TRAFFIC | | | 0032 808-06712 4750.000 LFT | 0.09000 427.50| 0.13000 617.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 45732.000 LFT | 0.09000 4115.88| 0.10000 4573.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 16861.000 LFT | 0.09000 1517.49| 0.10000 1686.10| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0035 808-75297 21.000 LFT | 31.00000 651.00| 20.00000 420.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,089,477.31 ROUTE : SR 64 CALL ORDER : 360 CONTRACT ID : RS-27594-A COUNTIES : DUBOIS LETTING DATE : 09/14/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75996 400.000 EACH| 5.00000 2000.00| 3.10000 1240.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 400.000 EACH| 21.00000 8400.00| 20.75000 8300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 892,815.00| $ 934,300.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 892,815.00| $ 934,300.00| ====================================================================================================================================