INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 229 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 942,601.00 ROUTE : US 6 CALL ORDER : 229 CONTRACT ID : RS-25438-B COUNTIES : MARSHALL LETTING DATE : 06/19/01 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. IRREGULAR BID $ 965,227.71 100.0000% 2 35-1139301 E & B PAVING, INC. AWARDED $ 977,158.80 101.2360% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1139301 | |WALSH & KELLY |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 5.000 MOS | 1500.00000 7500.00| 1600.00000 8000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48000.00000 48000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 73000.000 m2 | 0.20000 14600.00| 0.15000 10950.00| SURFACE MILLING, ASPHALT | | | 0005 203-02080 0.300 km | 25000.00000 7500.00| 6266.00000 1879.80| LINEAR GRADING | | | 0006 203-04815 4.000 EACH| 7645.00000 30580.00| 12130.00000 48520.00| DRYWELL , A7, 1.83m PERF. HEIGHT | | | 0007 203-04815 1.000 EACH| 13470.00000 13470.00| 14250.00000 14250.00| DRYWELL , A7, 3.66m PERF. HEIGHT | | | 0008 211-02060 40.000 m3 | 13.00000 520.00| 30.00000 1200.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 1400.000 Mg | 18.00000 25200.00| 17.67000 24738.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 200.000 Mg | 60.00000 12000.00| 150.00000 30000.00| HMA FOR PATCHING | | | 0011 401-05455 11250.000 Mg | 28.50000 320625.00| 23.00000 258750.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0012 401-05456 5150.000 Mg | 37.00000 190550.00| 40.51000 208626.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-06264 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0014 402-05495 2000.000 Mg | 28.00000 56000.00| 33.41000 66820.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 42.000 Mg | 290.00000 12180.00| 150.00000 6300.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 229 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 942,601.00 ROUTE : US 6 CALL ORDER : 229 CONTRACT ID : RS-25438-B COUNTIES : MARSHALL LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1139301 | |WALSH & KELLY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 506-06333 250.000 m2 | 100.00000 25000.00| 130.98000 32745.00| PCCP PATCHING, FULL DEPTH | | | 0017 601-01700 3.000 EACH| 1750.00000 5250.00| 1600.00000 4800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-94689 3.000 EACH| 2185.00000 6555.00| 2200.00000 6600.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 1000.00000 1000.00| 800.00000 800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 797.000 m | 30.00000 23910.00| 31.00000 24707.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 1000.000 Mg | 52.00000 52000.00| 40.00000 40000.00| HMA FOR APPROACHES | | | 0022 715-01662 63.400 m | 70.00000 4438.00| 39.00000 2472.60| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0023 715-02979 41.400 m | 260.79000 10796.71| 256.23000 10607.92| PIPE, POLYETHYLENE LINER, 300 mm | | | 0024 715-05118 13.500 m | 160.00000 2160.00| 177.75000 2399.63| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0025 715-05119 6.300 m | 860.00000 5418.00| 209.50000 1319.85| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05121 2.400 m | 1120.00000 2688.00| 200.00000 480.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0027 715-46000 2.000 EACH| 300.00000 600.00| 186.00000 372.00| PIPE END SECTION, 300 mm | | | 0028 715-46005 12.000 EACH| 320.00000 3840.00| 198.00000 2376.00| PIPE END SECTION, 375 mm | | | 0029 715-46010 5.000 EACH| 360.00000 1800.00| 243.00000 1215.00| PIPE END SECTION, 450 mm | | | 0030 801-06203 750.000 m | 0.20000 150.00| 2.54000 1905.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06207 750.000 m | 6.00000 4500.00| 3.83000 2872.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0032 801-06606 12.000 EACH| 57.00000 684.00| 57.00000 684.00| BARRICADE, IIIB | | | 0033 801-06640 32.000 EACH| 71.00000 2272.00| 71.00000 2272.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 40000.00000 40000.00| 66950.00000 66950.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 229 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 942,601.00 ROUTE : US 6 CALL ORDER : 229 CONTRACT ID : RS-25438-B COUNTIES : MARSHALL LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1139301 | |WALSH & KELLY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-06703 16850.000 m | 0.76000 12806.00| 0.76000 12806.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0038 808-75240 2100.000 m | 0.76000 1596.00| 0.76000 1596.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0039 808-75245 2650.000 m | 0.76000 2014.00| 0.76000 2014.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 808-75996 450.000 EACH| 6.00000 2700.00| 3.65000 1642.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 450.000 EACH| 18.50000 8325.00| 18.50000 8325.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 808-06713 65.000 m | 0.00000 0.00| 2.50000 162.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 965,227.71| $ 977,158.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 965,227.71| $ 977,158.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 682,451.20 ROUTE : 25, 17 CALL ORDER : 231 CONTRACT ID : RS-25439-D COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1465004 4309003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 709,119.61 100.0000% ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL 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 9.000 MOS | 2200.00000 19800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 125.000 m | 32.30000 4037.50| | CURB, CONCRETE, REMOVE | | | 0005 202-02928 1.000 EACH| 715.00000 715.00| | CATCH BASIN, REMOVE | | | 0006 202-60820 37836.000 m2 | 1.65000 62429.40| | SURFACE MILLING, ASPHALT | | | 0007 202-91385 21.000 EACH| 440.00000 9240.00| | INLET, REMOVE | | | 0008 303-04075 697.000 Mg | 17.00000 11849.00| | COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 11.000 Mg | 38.50000 423.50| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 150.000 Mg | 185.00000 27750.00| | HMA FOR PATCHING | | | 0011 401-05454 3769.000 Mg | 51.50000 194103.50| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 2571.000 Mg | 59.00000 151689.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 100.000 Mg | 60.00000 6000.00| | HMA WEDGE AND LEVEL | | | 0014 406-05520 21.600 Mg | 150.00000 3240.00| | ASPHALT FOR TACK COAT | | | 0015 605-06120 125.000 m | 86.50000 10812.50| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 682,451.20 ROUTE : 25, 17 CALL ORDER : 231 CONTRACT ID : RS-25439-D COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 615.000 Mg | 90.00000 55350.00| | HMA FOR APPROACHES | | | 0017 616-02320 85.000 m2 | 3.30000 280.50| | GEOTEXTILES | | | 0018 621-06574 125.000 m2 | 13.00000 1625.00| | SODDING | | | 0019 715-05048 10.500 m | 82.50000 866.25| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0020 715-05756 15.000 m | 324.50000 4867.50| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0021 718-52610 26.000 m3 | 41.80000 1086.80| | AGGREGATE FOR UNDERDRAINS | | | 0022 720-01894 6.000 EACH| 522.50000 3135.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0023 720-45005 2.000 EACH| 1485.00000 2970.00| | INLET, A2 | | | 0024 720-45615 5.000 m | 440.00000 2200.00| | INLET, RECONSTRUCT STRUCTURE | | | 0025 720-90768 1.000 EACH| 1925.00000 1925.00| | CATCH BASIN, S14 | | | 0026 720-98555 19.000 EACH| 1980.00000 37620.00| | INLET, C15 | | | 0027 801-06203 754.000 m | 2.75000 2073.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0028 801-06207 506.000 m | 4.25000 2150.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0029 801-06640 60.000 EACH| 55.00000 3300.00| | CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 34700.00000 34700.00| | MAINTAINING TRAFFIC | | | 0031 805-02503 495.000 m | 1.00000 495.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78795 124.000 m | 36.00000 4464.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 808-04298 4.000 EACH| 300.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0034 808-06703 466.000 m | 0.85000 396.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0035 808-06713 2867.000 m | 0.23000 659.41| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 682,451.20 ROUTE : 25, 17 CALL ORDER : 231 CONTRACT ID : RS-25439-D COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75240 280.500 m | 0.86000 241.23| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0037 808-75245 5829.000 m | 0.85000 4954.65| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0038 808-75297 187.300 m | 9.90000 1854.27| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 162.000 m | 2.75000 445.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 2.000 EACH| 85.00000 170.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 709,119.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 709,119.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,632,355.54 ROUTE : SR 1 AND SR 121 CALL ORDER : 241 CONTRACT ID : RS-25642-A COUNTIES : JAY WAYNE LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 880,984.42 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 889,991.51 101.0223% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT AND PAVEMENT REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1250.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 43000.00000 43000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 18235.000 m2 | 1.00000 18235.00| 0.75000 13676.25| SURFACE MILLING, ASPHALT 25MM | | | 0005 202-60822 108.000 m2 | 1.00000 108.00| 1.00000 108.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE 20MM | | | 0006 202-96133 16.000 m | 41.00000 656.00| 200.00000 3200.00| PIPE, REMOVE | | | 0007 303-60012 132.100 Mg | 20.00000 2642.00| 36.50000 4821.65| AGGREGATE, 2 | | | 0008 303-94433 56.800 m3 | 40.00000 2272.00| 123.25000 7000.60| AGGREGATE, 12 | | | 0009 305-05204 14139.300 Mg | 45.00000 636268.50| 40.00000 565572.00| HMA FOR PATCHING | | | 0010 401-05456 1544.300 Mg | 40.75000 62930.23| 37.75000 58297.33| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 0.200 Mg | 2000.00000 400.00| 2150.00000 430.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 7.300 Mg | 210.00000 1533.00| 210.00000 1533.00| ASPHALT FOR TACK COAT | | | 0013 506-06333 659.000 m2 | 50.00000 32950.00| 140.00000 92260.00| PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,632,355.54 ROUTE : SR 1 AND SR 121 CALL ORDER : 241 CONTRACT ID : RS-25642-A COUNTIES : JAY WAYNE LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 610-05527 110.500 Mg | 80.00000 8840.00| 70.00000 7735.00| HMA FOR APPROACHES | | | 0015 616-02320 161.500 m2 | 4.00000 646.00| 8.00000 1292.00| GEOTEXTILES | | | 0016 616-06405 8.400 Mg | 70.00000 588.00| 75.00000 630.00| RIPRAP, REVETMENT | | | 0017 621-06570 34.600 m3 | 30.00000 1038.00| 37.90000 1311.34| TOP SOIL | | | 0018 621-06574 108.500 m2 | 11.96000 1297.66| 19.00000 2061.50| SODDING | | | 0019 702-90915 4.700 m3 | 350.00000 1645.00| 1050.00000 4935.00| CONCRETE, A | | | 0020 703-51032 143.500 kg | 1.40000 200.90| 4.10000 588.35| REINFORCING STEEL, EPOXY COATED #19 | | | 0021 715-05128 16.000 m | 325.00000 5200.00| 606.00000 9696.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0022 715-05260 19.700 m | 700.00000 13790.00| 960.00000 18912.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.55 | | | m2 | | | 0023 720-44000 19.000 EACH| 300.00000 5700.00| 300.00000 5700.00| CASTING, ADJUST TO GRADE | | | 0024 801-04308 5.000 EACH| 280.00000 1400.00| 294.00000 1470.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06203 164.600 m | 0.82000 134.97| 1.05000 172.83| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 164.600 m | 2.56000 421.38| 2.80000 460.88| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06605 16.000 EACH| 6.00000 96.00| 6.30000 100.80| BARRICADE, IIIA | | | 0028 801-06606 16.000 EACH| 9.00000 144.00| 9.45000 151.20| BARRICADE, IIIB | | | 0029 801-06625 52.000 EACH| 30.00000 1560.00| 31.50000 1638.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 60.000 EACH| 91.00000 5460.00| 96.00000 5760.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 20000.00000 20000.00| 25150.00000 25150.00| MAINTAINING TRAFFIC | | | 0032 808-06712 76.000 m | 0.11000 8.36| 0.11000 8.36| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0033 808-06713 3174.500 m | 0.11000 349.20| 0.11000 349.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,632,355.54 ROUTE : SR 1 AND SR 121 CALL ORDER : 241 CONTRACT ID : RS-25642-A COUNTIES : JAY WAYNE LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06714 2588.000 m | 0.11000 284.68| 0.11000 284.68| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0035 808-06721 62.000 m | 1.68000 104.16| 1.68000 104.16| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0036 808-06726 13.000 m | 6.26000 81.38| 6.26000 81.38| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 880,984.42| $ 889,991.51| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 880,984.42| $ 889,991.51| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 958,902.28 ROUTE : 469 CALL ORDER : 251 CONTRACT ID : RS-25684-A COUNTIES : ALLEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1702010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 618,347.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 684,597.83 110.7140% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| 1260.00000 5040.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 34000.00000 34000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-03323 10.000 EACH| 495.00000 4950.00| 495.00000 4950.00| HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0004 202-60820 78811.000 m2 | 0.40000 31524.40| 0.60000 47286.60| SURFACE MILLING, ASPHALT | | | 0005 303-04075 700.000 Mg | 13.24000 9268.00| 13.49000 9443.00| COMPACTED AGGREGATE, O, 73 | | | 0006 305-05204 905.000 Mg | 50.00000 45250.00| 66.14000 59856.70| HMA FOR PATCHING | | | 0007 305-60400 285.000 Mg | 7.00000 1995.00| 5.51000 1570.35| COMPACTED AGGREGATE FOR PATCHING | | | 0008 401-05455 3191.000 Mg | 23.00000 73393.00| 27.56000 87943.96| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 3370.000 Mg | 41.00000 138170.00| 36.38000 122600.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE , SMA| | | 0010 401-06264 LUMP| 2400.00000 2400.00| 7275.00000 7275.00| PROFILOGRAPH, HMA | | | 0011 402-05477 2102.000 Mg | 31.00000 65162.00| 36.38000 76470.76| HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05487 2143.000 Mg | 23.00000 49289.00| 25.55000 54753.65| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0013 402-05490 1837.000 Mg | 25.89000 47559.93| 27.01000 49617.37| HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05520 40.000 Mg | 130.00000 5200.00| 151.01000 6040.40| ASPHALT FOR TACK COAT | | | 0015 608-04396 10.000 EACH| 263.00000 2630.00| 57.00000 570.00| SHOULDER DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 958,902.28 ROUTE : 469 CALL ORDER : 251 CONTRACT ID : RS-25684-A COUNTIES : ALLEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-04612 567.000 m | 21.56000 12224.52| 53.38000 30266.46| PIPE , SLOTTED DRAIN GATE, ADJUST TO | | | GRADE | | | 0017 715-05048 132.000 m | 111.00000 14652.00| 71.59000 9449.88| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0018 718-52610 80.000 m3 | 18.23000 1458.40| 20.53000 1642.40| AGGREGATE FOR UNDERDRAINS NO. 11 | | | 0019 718-99153 560.000 m2 | 0.75000 420.00| 0.32000 179.20| GEOTEXTILES FOR UNDERDRAIN | | | 0020 720-44000 18.000 EACH| 450.00000 8100.00| 400.00000 7200.00| CASTING, ADJUST TO GRADE | | | 0021 801-06204 1600.000 m | 0.65000 1040.00| 0.16000 256.00| TEMPORARY PAVEMENT MARKING, 125 mm | | | 0022 801-06208 3200.000 m | 2.50000 8000.00| 0.16000 512.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0023 801-06640 15.000 EACH| 69.00000 1035.00| 69.00000 1035.00| CONSTRUCTION SIGN, A | | | 0024 801-06710 50.000 DAY | 20.00000 1000.00| 20.00000 1000.00| FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0026 804-06771 15.000 EACH| 24.65000 369.75| 34.00000 510.00| DELINEATOR POST, FLEXIBLE | | | 0027 808-06702 5966.000 m | 1.00000 5966.00| 1.00000 5966.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0028 808-06703 7307.000 m | 0.75000 5480.25| 0.75000 5480.25| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0029 808-06705 2800.000 m | 2.60000 7280.00| 2.50000 7000.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0030 808-75245 7307.000 m | 0.75000 5480.25| 0.75000 5480.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0031 808-75272 150.000 m | 15.00000 2250.00| 11.00000 1650.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0032 808-75996 480.000 EACH| 4.00000 1920.00| 1.50000 720.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 958,902.28 ROUTE : 469 CALL ORDER : 251 CONTRACT ID : RS-25684-A COUNTIES : ALLEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75998 480.000 EACH| 18.50000 8880.00| 18.40000 8832.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 618,347.50| $ 684,597.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,347.50| $ 684,597.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,781,725.30 ROUTE : 20 CALL ORDER : 261 CONTRACT ID : RS-25686-A COUNTIES : STEUBEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,441,944.21 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,515,175.50 105.0786% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1270.00000 7620.00| 1750.00000 10500.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 72000.00000 72000.00| 76500.00000 76500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 121500.000 m2 | 0.33000 40095.00| 0.38000 46170.00| SURFACE MILLING, ASPHALT | | | 0004 203-02080 0.500 km | 20532.80000 10266.40| 20000.00000 10000.00| LINEAR GRADING , SLOPES | | | 0005 303-04095 2000.000 Mg | 14.22000 28440.00| 8.00000 16000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 1035.000 Mg | 73.69000 76269.15| 60.00000 62100.00| HMA FOR PATCHING | | | 0007 305-98794 360.000 Mg | 5.51000 1983.60| 5.00000 1800.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0008 401-05454 17400.000 Mg | 28.58000 497292.00| 29.00000 504600.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 14500.000 Mg | 28.68000 415860.00| 33.50000 485750.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0011 402-05495 132.000 Mg | 38.02000 5018.64| 45.00000 5940.00| HMA WEDGE AND LEVEL | | | 0012 406-05520 77.000 Mg | 151.01000 11627.77| 155.00000 11935.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 1400.000 Mg | 47.40000 66360.00| 60.00000 84000.00| HMA FOR APPROACHES | | | 0014 612-04315 29.000 Mg | 590.00000 17110.00| 590.00000 17110.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0015 612-60410 528.000 EACH| 6.15000 3247.20| 6.15000 3247.20| DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,781,725.30 ROUTE : 20 CALL ORDER : 261 CONTRACT ID : RS-25686-A COUNTIES : STEUBEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06520 5.000 EACH| 295.00000 1475.00| 350.00000 1750.00| MONUMENT, RE-ESTABLISH | | | 0017 615-06527 10.000 EACH| 295.00000 2950.00| 360.00000 3600.00| MONUMENT, SECTION CORNER | | | 0018 715-05048 30.000 m | 59.94000 1798.20| 36.96000 1108.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | Perforated | | | 0019 718-52610 50.000 m3 | 6.54000 327.00| 98.30000 4915.00| AGGREGATE FOR UNDERDRAINS NO. 11 | | | 0020 720-44000 1.000 EACH| 400.00000 400.00| 150.00000 150.00| CASTING, ADJUST TO GRADE | | | 0021 801-06203 6000.000 m | 0.36000 2160.00| 0.63000 3780.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06207 3000.000 m | 0.49000 1470.00| 2.00000 6000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 24.000 EACH| 80.00000 1920.00| 106.00000 2544.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 115460.00000 115460.00| 49000.00000 49000.00| MAINTAINING TRAFFIC | | | 0025 804-06771 10.000 EACH| 34.00000 340.00| 36.75000 367.50| DELINEATOR POST, FLEXIBLE | | | 0026 808-06713 27000.000 m | 0.14000 3780.00| 0.16000 4320.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-75240 7000.000 m | 0.75000 5250.00| 0.75000 5250.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0028 808-75245 11000.000 m | 0.75000 8250.00| 0.75000 8250.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0029 808-75297 100.000 m | 9.50000 950.00| 10.00000 1000.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 808-75994 10.000 EACH| 4.50000 45.00| 4.95000 49.50| PRISMATIC REFLECTOR | | | 0031 808-75996 600.000 EACH| 2.50000 1500.00| 2.50000 1500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 600.000 EACH| 17.95000 10770.00| 19.35000 11610.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 621-06559 13350.000 m2 | 0.77000 10279.50| 0.77000 10279.50| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,781,725.30 ROUTE : 20 CALL ORDER : 261 CONTRACT ID : RS-25686-A COUNTIES : STEUBEN LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 203-02080 13.345 km | 721.60000 9629.75| 4200.00000 56049.00| LINEAR GRADING | | | SECTION TOTALS | $ 1,441,944.21| $ 1,515,175.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,441,944.21| $ 1,515,175.50| ====================================================================================================================================