INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,490.30 ROUTE : SR 2 CALL ORDER : 250 CONTRACT ID : RS-24645-A COUNTIES : LAPORTE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 279,506.85 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 297,321.90 106.3737% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |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 105-01925 3.000 MOS | 1500.00000 4500.00| 1350.00000 4050.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13950.00000 13950.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 1.000 EACH| 150.00000 150.00| 900.00000 900.00| HEADWALL, REMOVE | | | 0005 202-02279 15.000 m | 40.00000 600.00| 135.00000 2025.00| CURB AND GUTTER, REMOVE | | | 0006 202-02676 2000.000 Mg | 4.00000 8000.00| 6.35000 12700.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0007 202-52710 10.000 m2 | 30.00000 300.00| 175.00000 1750.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 22385.000 m2 | 1.10000 24623.50| 0.83000 18579.55| SURFACE MILLING, ASPHALT | | | 0009 203-02070 25.000 m3 | 50.00000 1250.00| 20.00000 500.00| BORROW | | | 0010 203-02080 0.900 km | 2200.00000 1980.00| 1995.00000 1795.50| LINEAR GRADING | | | 0011 211-02060 5.000 m3 | 85.00000 425.00| 20.00000 100.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 50.000 Mg | 30.00000 1500.00| 38.00000 1900.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-05206 190.000 Mg | 50.00000 9500.00| 70.00000 13300.00| WIDENING WITH HMA | | | 0014 401-05456 2045.000 Mg | 49.00000 100205.00| 49.00000 100205.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,490.30 ROUTE : SR 2 CALL ORDER : 250 CONTRACT ID : RS-24645-A COUNTIES : LAPORTE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05495 290.000 Mg | 36.00000 10440.00| 45.30000 13137.00| HMA WEDGE AND LEVEL | | | 0016 406-05520 6.800 Mg | 300.00000 2040.00| 345.00000 2346.00| ASPHALT FOR TACK COAT | | | 0017 604-06070 10.000 m2 | 85.00000 850.00| 60.00000 600.00| SIDEWALK, CONCRETE | | | 0018 605-06120 15.000 m | 150.00000 2250.00| 60.00000 900.00| CURB, CONCRETE | | | 0019 610-05527 321.000 Mg | 50.00000 16050.00| 110.00000 35310.00| HMA FOR APPROACHES | | | 0020 621-06574 270.000 m2 | 12.58000 3396.60| 12.58000 3396.60| SODDING | | | 0021 715-05119 18.300 m | 200.00000 3660.00| 135.00000 2470.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0022 715-46005 1.000 EACH| 255.00000 255.00| 570.00000 570.00| PIPE END SECTION, 375 mm | | | 0023 720-44000 2.000 EACH| 250.00000 500.00| 775.00000 1550.00| CASTING, ADJUST TO GRADE | | | 0024 720-44015 1.000 EACH| 550.00000 550.00| 1565.00000 1565.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0025 720-44045 4.000 EACH| 675.00000 2700.00| 1530.00000 6120.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0026 720-45005 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| INLET, A2 | | | 0027 801-06207 280.000 m | 3.00000 840.00| 3.45000 966.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 17.000 EACH| 65.00000 1105.00| 59.00000 1003.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 20000.00000 20000.00| 9000.00000 9000.00| MAINTAINING TRAFFIC | | | 0030 805-02503 1750.000 m | 0.66000 1155.00| 0.66000 1155.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78510 800.000 m | 1.97000 1576.00| 1.97000 1576.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0032 805-78795 845.000 m | 26.24000 22172.80| 26.24000 22172.80| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 805-92951 3.000 EACH| 150.00000 450.00| 150.00000 450.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0034 808-06701 403.000 m | 0.80000 322.40| 0.80000 322.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,490.30 ROUTE : SR 2 CALL ORDER : 250 CONTRACT ID : RS-24645-A COUNTIES : LAPORTE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06703 1797.000 m | 0.80000 1437.60| 0.80000 1437.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-06705 37.000 m | 4.50000 166.50| 4.50000 166.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0037 808-75245 2484.000 m | 0.80000 1987.20| 0.80000 1987.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0038 808-75297 141.000 m | 9.00000 1269.00| 9.00000 1269.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 51.000 m | 2.75000 140.25| 2.75000 140.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 4.000 EACH| 55.00000 220.00| 55.00000 220.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 4.000 EACH| 75.00000 300.00| 75.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-75996 5.000 EACH| 50.00000 250.00| 10.00000 50.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 105-04655 2.000 MOS | 300.00000 600.00| 185.00000 370.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0044 305-05204 100.000 Mg | 120.00000 12000.00| 90.00000 9000.00| HMA FOR PATCHING | | | 0045 801-06203 280.000 m | 3.00000 840.00| 3.45000 966.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | SECTION TOTALS | $ 279,506.85| $ 297,321.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,506.85| $ 297,321.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 256 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,931.06 ROUTE : 1 CALL ORDER : 256 CONTRACT ID : RS-25001-B COUNTIES : JAY LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3568012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 499,669.88 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 15680.00000 15680.00| | PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 21400.000 m2 | 1.50000 32100.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 215.800 m3 | 45.50000 9818.90| | EXCAVATION, COMMON | | | 0007 211-02060 39.300 m3 | 82.00000 3222.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-94433 135.600 m3 | 16.70000 2264.52| | AGGREGATE, 12 | | | 0009 305-05204 1036.600 Mg | 100.00000 103660.00| | HMA FOR PATCHING | | | 0010 402-05477 1800.000 Mg | 46.00000 82800.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05481 346.000 Mg | 58.00000 20068.00| | HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 115.200 Mg | 46.00000 5299.20| | HMA SURFACE 9.5 mm, SHOULDER | | | 0013 402-05495 232.600 Mg | 63.50000 14770.10| | HMA WEDGE AND LEVEL | | | 0014 405-05518 128.040 m2 | 1.50000 192.06| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 6.000 Mg | 250.00000 1500.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 256 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,931.06 ROUTE : 1 CALL ORDER : 256 CONTRACT ID : RS-25001-B COUNTIES : JAY LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 127.100 Mg | 80.00000 10168.00| | HMA FOR APPROACHES | | | 0017 615-06527 3.000 EACH| 350.00000 1050.00| | MONUMENT, SECTION CORNER | | | 0018 616-02320 192.100 m2 | 3.50000 672.35| | GEOTEXTILES | | | 0019 616-06405 216.000 Mg | 27.50000 5940.00| | RIPRAP, REVETMENT | | | 0020 621-06570 40.400 m3 | 96.00000 3878.40| | TOP SOIL | | | 0021 621-06574 1111.000 m2 | 5.50000 6110.50| | SODDING | | | 0022 714-03437 20.400 m2 | 186.00000 3794.40| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0023 715-05118 14.000 m | 165.00000 2310.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0024 715-05121 35.500 m | 123.50000 4384.25| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0025 720-44000 12.000 EACH| 400.00000 4800.00| | CASTING, ADJUST TO GRADE | | | 0026 720-45135 1.000 EACH| 1470.00000 1470.00| | INLET, F7, MODIFIED | | | 0027 720-45410 1.000 EACH| 3000.00000 3000.00| | MANHOLE, C4 | | | 0028 723-06971 17.200 m | 5500.00000 94600.00| | STRUCTURE, PRECAST THREE-SIDED, 4800 mm | | | X 2100 mm | | | 0029 801-04308 4.000 EACH| 105.00000 420.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0030 801-06203 275.000 m | 1.50000 412.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06207 275.000 m | 3.00000 825.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0032 801-06605 4.000 EACH| 70.00000 280.00| | BARRICADE, IIIA | | | 0033 801-06606 4.000 EACH| 80.00000 320.00| | BARRICADE, IIIB | | | 0034 801-06625 18.000 EACH| 95.00000 1710.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 36.000 EACH| 60.00000 2160.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 256 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,931.06 ROUTE : 1 CALL ORDER : 256 CONTRACT ID : RS-25001-B COUNTIES : JAY LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06775 LUMP| 14600.00000 14600.00| | MAINTAINING TRAFFIC | | | 0037 804-06770 8.000 EACH| 25.00000 200.00| | DELINEATOR POST | | | 0038 808-04298 4.000 EACH| 370.00000 1480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0039 808-06712 460.000 m | 0.22000 101.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0040 808-06713 2300.000 m | 0.20000 460.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 2412.000 m | 0.20000 482.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75297 35.000 m | 11.00000 385.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75300 170.000 m | 1.65000 280.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 499,669.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,669.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,800.60 ROUTE : 50 CALL ORDER : 260 CONTRACT ID : RS-25379-A COUNTIES : DAVIESS KNOX LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0424052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-1215990 HUFF SEALING CORPORATION IRREGULAR BID $ 651,698.00 100.0000% 2 35-2072438 TD & O LLC AWARD $ 679,684.86 104.2944% 3 35-1139301 E & B PAVING, INC. $ 720,383.27 110.5394% 4 36-2668547 HARTMAN, KENNETH R., INC. $ 737,090.00 113.1030% 5 06-0613324 COSTELLO INDUSTRIES $ 917,615.50 140.8037% ==================================================================================================================================== |(1) 37-1215990 |(2) 35-2072438 |(3) 35-1139301 |HUFF SEALING CORPORATION |TD & O LLC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESEAL JOINTS AND PATCH CONCRETE PAVEMENT | | | 0001 105-06790 7.000 MOS | 500.00000 3500.00| 1150.00000 8050.00| 1693.84000 11856.88 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 6878.74000 6878.74 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 31748.86000 31748.86| 36019.16000 36019.16 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-01272 450.000 m | 12.00000 5400.00| 25.00000 11250.00| 9.68000 4356.00 ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0005 305-93341 74200.000 m | 4.42000 327964.00| 4.25000 315350.00| 4.00000 296800.00 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0006 305-93342 40200.000 m | 4.42000 177684.00| 5.00000 201000.00| 6.25000 251250.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0007 506-06333 330.000 m2 | 180.00000 59400.00| 136.00000 44880.00| 150.00000 49500.00 PCCP PATCHING, FULL DEPTH | | | 0008 801-01093 24.000 EACH| 250.00000 6000.00| 800.00000 19200.00| 500.00000 12000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06198 50.000 DAY | 100.00000 5000.00| 350.00000 17500.00| 300.00000 15000.00 PATROLLER | | | 0010 801-06640 41.000 EACH| 50.00000 2050.00| 66.00000 2706.00| 51.00000 2091.00 CONSTRUCTION SIGN, A | | | 0011 801-06710 50.000 DAY | 14.00000 700.00| 20.00000 1000.00| 14.28000 714.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 33917.49000 33917.49 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,800.60 ROUTE : 50 CALL ORDER : 260 CONTRACT ID : RS-25379-A COUNTIES : DAVIESS KNOX LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1215990 |(2) 35-2072438 |(3) 35-1139301 |HUFF SEALING CORPORATION |TD & O LLC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 651,698.00| $ 679,684.86| $ 720,383.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 651,698.00| $ 679,684.86| $ 720,383.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,800.60 ROUTE : 50 CALL ORDER : 260 CONTRACT ID : RS-25379-A COUNTIES : DAVIESS KNOX LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2668547 |(5) 06-0613324 | |HARTMAN, KENNETH R., INC. |COSTELLO INDUSTRIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESEAL JOINTS AND PATCH CONCRETE PAVEMENT | | | 0001 105-06790 7.000 MOS | 175.00000 1225.00| 1750.00000 12250.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 500.00000 500.00| 3250.00000 3250.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8500.00000 8500.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 305-01272 450.000 m | 7.50000 3375.00| 7.00000 3150.00| ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0005 305-93341 74200.000 m | 5.35000 396970.00| 6.07000 450394.00| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0006 305-93342 40200.000 m | 5.35000 215070.00| 6.07000 244014.00| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0007 506-06333 330.000 m2 | 200.00000 66000.00| 244.00000 80520.00| PCCP PATCHING, FULL DEPTH | | | 0008 801-01093 24.000 EACH| 50.00000 1200.00| 868.75000 20850.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0009 801-06198 50.000 DAY | 50.00000 2500.00| 250.00000 12500.00| PATROLLER | | | 0010 801-06640 41.000 EACH| 50.00000 2050.00| 62.50000 2562.50| CONSTRUCTION SIGN, A | | | 0011 801-06710 50.000 DAY | 14.00000 700.00| 62.50000 3125.00| FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 39000.00000 39000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 737,090.00| $ 917,615.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 737,090.00| $ 917,615.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,984.02 ROUTE : US 6 CALL ORDER : 350 CONTRACT ID : RS-25438-A COUNTIES : MARSHALL LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2126028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. REJECTED ALL BIDS $ 968,435.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 982,961.30 101.4999% 3 35-1065659 BROOKS CONSTRUCTION $ 1,051,663.49 108.5941% 4 35-0997978 PHEND & BROWN, INC. $ 1,132,959.30 116.9886% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,150,296.00 118.7788% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 352 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 25, 17 CALL ORDER : 352 CONTRACT ID : RS-25439-C COUNTIES : CASS LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 709,119.61 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,369,413.58 ROUTE : 40 CALL ORDER : 380 CONTRACT ID : RS-25530-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,336,618.20 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,479,322.00 110.6764% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1630.65000 8153.25| 2200.00000 11000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 66794.00000 66794.00| 58000.00000 58000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 15900.000 m2 | 1.76000 27984.00| 2.50000 39750.00| SURFACE MILLING, ASPHALT | | | 0004 303-52308 2550.000 Mg | 13.14000 33507.00| 15.00000 38250.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 300.000 Mg | 145.71000 43713.00| 105.00000 31500.00| HMA FOR PATCHING | | | 0006 401-05457 24000.000 Mg | 37.25000 894000.00| 43.50000 1044000.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 402-05495 1200.000 Mg | 34.94000 41928.00| 46.00000 55200.00| HMA WEDGE AND LEVEL | | | 0008 406-05520 75.000 Mg | 212.48000 15936.00| 180.00000 13500.00| ASPHALT FOR TACK COAT | | | 0009 608-04396 2.000 EACH| 245.43000 490.86| 440.00000 880.00| SHOULDER DRAIN | | | 0010 610-05527 1400.000 Mg | 95.36000 133504.00| 79.00000 110600.00| HMA FOR APPROACHES | | | 0011 801-06203 180.000 m | 2.10000 378.00| 4.00000 720.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 3600.000 m | 2.78000 10008.00| 4.00000 14400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 42.000 EACH| 52.50000 2205.00| 52.00000 2184.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 17680.74000 17680.74| 24669.50000 24669.50| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,369,413.58 ROUTE : 40 CALL ORDER : 380 CONTRACT ID : RS-25530-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78470 1700.000 m | 1.20000 2040.00| 0.70000 1190.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78785 2.000 EACH| 590.10000 1180.20| 390.00000 780.00| SIGNAL DETECTOR HOUSING | | | 0017 805-78795 600.000 m | 21.58000 12948.00| 27.50000 16500.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-06711 8650.000 m | 0.14000 1211.00| 0.14000 1211.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0019 808-06713 34450.000 m | 0.14000 4823.00| 0.14000 4823.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 33850.000 m | 0.14000 4739.00| 0.14000 4739.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75297 57.000 m | 11.55000 658.35| 11.50000 655.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75320 6.000 EACH| 52.50000 315.00| 51.00000 306.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 6.000 EACH| 73.50000 441.00| 72.00000 432.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75996 1440.000 EACH| 8.32000 11980.80| 2.80000 4032.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,336,618.20| $ 1,479,322.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,336,618.20| $ 1,479,322.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 365,488.19 ROUTE : 15 CALL ORDER : 390 CONTRACT ID : RS-25681-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 326,334.80 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1400.00000 5600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 2311.00000 2311.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 57620.000 m2 | 0.50000 28810.00| | SURFACE MILLING, ASPHALT | | | 0004 305-05204 350.000 Mg | 50.00000 17500.00| | HMA FOR PATCHING | | | 0005 401-05456 4500.000 Mg | 51.00000 229500.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 608-04396 20.000 EACH| 70.00000 1400.00| | SHOULDER DRAIN | | | 0007 610-05527 300.000 Mg | 40.00000 12000.00| | HMA FOR APPROACHES | | | 0008 715-03475 2.000 EACH| 220.00000 440.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0009 715-05169 18.000 m | 80.00000 1440.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0010 801-06203 600.000 m | 1.51000 906.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 600.000 m | 1.91000 1146.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06211 8.000 EACH| 18.00000 144.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0013 801-06212 7.000 EACH| 18.00000 126.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0014 801-06640 48.000 EACH| 50.00000 2400.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 365,488.19 ROUTE : 15 CALL ORDER : 390 CONTRACT ID : RS-25681-A COUNTIES : GRANT LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0016 805-78470 225.000 m | 0.50000 112.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0017 805-78795 95.000 m | 40.00000 3800.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-03439 26.000 m | 10.00000 260.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0019 808-06701 62.000 m | 0.80000 49.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0020 808-06713 9973.000 m | 0.20000 1994.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-75240 500.000 m | 0.80000 400.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0023 808-75245 5657.000 m | 0.80000 4525.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0024 808-75320 8.000 EACH| 55.00000 440.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 7.000 EACH| 75.00000 525.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 300.000 EACH| 2.59000 777.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 300.000 EACH| 19.20000 5760.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 808-75297 50.000 m | 10.00000 500.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 406-05520 14.400 Mg | 165.30000 2380.32| | ASPHALT FOR TACK COAT | | | 0030 211-02060 3.000 m3 | 29.06000 87.18| | B BORROW FOR STRUCTURE BACKFILL | | | SECTION TOTALS | $ 326,334.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,334.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 396 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,179.48 ROUTE : 62 CALL ORDER : 396 CONTRACT ID : RS-25765-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3869002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 548,351.66 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 588,800.77 107.3764% 3 35-0844079 ROHE, PAUL H. COMPANY $ 598,555.11 109.1553% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 700.00000 4200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 20000.00000 20000.00| 27100.79000 27100.79 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 25285.900 m2 | 0.50000 12642.95| 0.85000 21493.02| 0.82000 20734.44 SURFACE MILLING, ASPHALT | | | 0004 305-05204 150.000 Mg | 100.00000 15000.00| 80.00000 12000.00| 60.00000 9000.00 HMA FOR PATCHING | | | 0005 401-05456 12160.480 Mg | 29.50000 358734.16| 30.50000 370894.64| 32.50000 395215.60 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05495 1800.000 Mg | 35.00000 63000.00| 33.50000 60300.00| 31.25000 56250.00 HMA WEDGE AND LEVEL | | | 0007 406-05520 3.612 Mg | 800.00000 2889.60| 185.00000 668.22| 300.00000 1083.60 ASPHALT FOR TACK COAT | | | 0008 610-05527 975.415 Mg | 50.00000 48770.75| 55.00000 53647.83| 45.00000 43893.68 HMA FOR APPROACHES | | | 0009 720-44000 33.000 EACH| 100.00000 3300.00| 180.00000 5940.00| 250.00000 8250.00 CASTING, ADJUST TO GRADE | | | 0010 801-06207 1975.000 m | 3.00000 5925.00| 2.50000 4937.50| 2.49000 4917.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 66.000 EACH| 60.00000 3960.00| 55.00000 3630.00| 55.00000 3630.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 11930.00000 11930.00| 14924.11000 14924.11| 11934.75000 11934.75 MAINTAINING TRAFFIC | | | 0013 808-06712 8733.000 m | 0.16000 1397.28| 0.15000 1309.95| 0.14000 1222.62 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0014 808-06713 39836.000 m | 0.16000 6373.76| 0.15000 5975.40| 0.14000 5577.04 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 396 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 804,179.48 ROUTE : 62 CALL ORDER : 396 CONTRACT ID : RS-25765-A COUNTIES : DEARBORN RIPLEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 33526.000 m | 0.16000 5364.16| 0.15000 5028.90| 0.14000 4693.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0016 808-74815 86.400 m | 10.00000 864.00| 8.00000 691.20| 8.00000 691.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0017 808-75297 10.000 m | 20.00000 200.00| 16.00000 160.00| 16.00000 160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 548,351.66| $ 588,800.77| $ 598,555.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 548,351.66| $ 588,800.77| $ 598,555.11 ====================================================================================================================================