INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,003,003.47 ROUTE : SR 912 CALL ORDER : 300 CONTRACT ID : RS-24651-A COUNTIES : LAKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,219,529.43 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 2,467,337.00 111.1648% 3 35-1120685 WALSH & KELLY, INC. $ 2,476,392.47 111.5728% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY 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 | 2000.00000 18000.00| 1300.00000 11700.00| 1400.00000 12600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 34000.00000 34000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80959.00000 80959.00| 123365.64000 123365.64| 123500.00000 123500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 40.000 m | 30.30000 1212.00| 25.20000 1008.00| 25.00000 1000.00 DITCH CLEANING | | | 0005 202-02240 5667.000 m2 | 6.20000 35135.40| 8.00000 45336.00| 7.00000 39669.00 PAVEMENT, REMOVE | | | 0006 202-02278 182.000 m | 19.60000 3567.20| 16.20000 2948.40| 10.00000 1820.00 CURB, CONCRETE, REMOVE | | | 0007 202-60815 295.000 m | 35.50000 10472.50| 39.40000 11623.00| 20.00000 5900.00 CENTER CURB, REMOVE | | | 0008 202-60820 110592.000 m2 | 0.77000 85155.84| 1.15000 127180.80| 0.55000 60825.60 SURFACE MILLING, ASPHALT | | | 0009 202-60822 552.000 m2 | 7.50000 4140.00| 1.15000 634.80| 7.00000 3864.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-91385 1.000 EACH| 734.70000 734.70| 225.00000 225.00| 300.00000 300.00 INLET, REMOVE | | | 0011 202-94810 1.000 EACH| 268.80000 268.80| 115.00000 115.00| 300.00000 300.00 CURB TURNOUT, REMOVE | | | 0012 203-02000 2457.000 m3 | 9.70000 23832.90| 16.50000 40540.50| 18.00000 44226.00 EXCAVATION, COMMON | | | 0013 213-52830 1.000 m3 | 547.10000 547.10| 785.00000 785.00| 400.00000 400.00 FLOWABLE MORTAR | | | 0014 303-52308 3408.000 Mg | 11.00000 37488.00| 10.95000 37317.60| 11.00000 37488.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,003,003.47 ROUTE : SR 912 CALL ORDER : 300 CONTRACT ID : RS-24651-A COUNTIES : LAKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-06464 679.000 m3 | 38.80000 26345.20| 44.75000 30385.25| 50.00000 33950.00 SUBBASE FOR PCCP | | | 0016 305-03055 70.000 Mg | 159.40000 11158.00| 560.00000 39200.00| 275.00000 19250.00 SPECIAL JOINT PATCHING MATERIAL | | | 0017 305-05204 150.000 Mg | 100.00000 15000.00| 340.00000 51000.00| 220.00000 33000.00 HMA FOR PATCHING , SPALL | | | 0018 305-05206 1061.000 Mg | 30.60000 32466.60| 37.70000 39999.70| 45.00000 47745.00 WIDENING WITH HMA | | | 0019 401-05453 760.000 Mg | 45.60000 34656.00| 37.35000 28386.00| 36.00000 27360.00 QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0020 401-05455 8353.000 Mg | 34.90000 291519.70| 33.25000 277737.25| 36.00000 300708.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 8190.000 Mg | 41.70000 341523.00| 41.35000 338656.50| 40.00000 327600.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05464 1473.000 Mg | 42.50000 62602.50| 39.65000 58404.45| 40.00000 58920.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0023 401-05467 24340.000 m | 0.38000 9249.20| 0.41000 9979.40| 0.40000 9736.00 MILLED HMA CORRUGATIONS | | | 0024 401-06264 LUMP| 2980.10000 2980.10| 8000.00000 8000.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0025 402-05481 228.000 Mg | 45.00000 10260.00| 30.45000 6942.60| 35.00000 7980.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05487 50.000 Mg | 72.50000 3625.00| 40.80000 2040.00| 55.00000 2750.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0027 402-05495 572.000 Mg | 42.30000 24195.60| 37.95000 21707.40| 40.00000 22880.00 HMA WEDGE AND LEVEL | | | 0028 406-05520 57.000 Mg | 208.90000 11907.30| 420.00000 23940.00| 325.00000 18525.00 ASPHALT FOR TACK COAT | | | 0029 502-06328 675.000 m2 | 48.00000 32400.00| 64.00000 43200.00| 49.00000 33075.00 PCCP, 275 mm | | | 0030 502-06330 3770.000 m2 | 50.00000 188500.00| 65.50000 246935.00| 51.00000 192270.00 PCCP, 325 mm | | | 0031 503-05240 192.000 m | 29.50000 5664.00| 6.40000 1228.80| 26.00000 4992.00 D-1 CONTRACTION JOINT | | | 0032 506-06333 1222.000 m2 | 119.00000 145418.00| 74.00000 90428.00| 140.00000 171080.00 PCCP PATCHING, FULL DEPTH | | | 0033 602-06646 567.000 m | 51.40000 29143.80| 44.80000 25401.60| 88.00000 49896.00 TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 2028.000 EACH| 6.80000 13790.40| 3.47000 7037.16| 3.50000 7098.00 BARRIER DELINEATOR | | | 0035 603-92636 336.000 m | 57.80000 19420.80| 44.65000 15002.40| 52.85000 17757.60 FENCE, CHAIN LINK, 1830 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,003,003.47 ROUTE : SR 912 CALL ORDER : 300 CONTRACT ID : RS-24651-A COUNTIES : LAKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 605-06120 286.000 m | 45.10000 12898.60| 49.00000 14014.00| 55.00000 15730.00 CURB, CONCRETE | | | 0037 605-06255 325.000 m2 | 55.70000 18102.50| 68.70000 22327.50| 110.00000 35750.00 CENTER CURB, D, CONCRETE | | | 0038 605-94811 1.000 EACH| 638.60000 638.60| 500.00000 500.00| 450.00000 450.00 CURB TURNOUT | | | 0039 607-06340 43.000 m | 131.10000 5637.30| 112.00000 4816.00| 125.00000 5375.00 PAVED SIDE DITCH, B | | | 0040 610-05527 321.000 Mg | 60.00000 19260.00| 53.90000 17301.90| 52.00000 16692.00 HMA FOR APPROACHES | | | 0041 615-06527 9.000 EACH| 343.20000 3088.80| 275.00000 2475.00| 350.00000 3150.00 MONUMENT, SECTION CORNER | | | 0042 616-06406 550.000 m2 | 26.80000 14740.00| 13.50000 7425.00| 22.00000 12100.00 RIPRAP, REVETMENT | | | 0043 621-06574 425.000 m2 | 10.20000 4335.00| 10.20000 4335.00| 10.00000 4250.00 SODDING | | | 0044 702-90915 86.000 m3 | 450.00000 38700.00| 480.00000 41280.00| 1300.00000 111800.00 CONCRETE, A ,BARRIER WALL | | | 0045 703-06029 1290.000 kg | 6.80000 8772.00| 9.00000 11610.00| 3.50000 4515.00 REINFORCING BARS, EPOXY COATED | | | 0046 708-51813 332.000 m2 | 200.00000 66400.00| 344.45000 114357.40| 300.00000 99600.00 PNEUMATICALLY PLACED MORTAR | | | 0047 711-51864 2522.000 EACH| 8.20000 20680.40| 10.00000 25220.00| 8.50000 21437.00 DRILLED HOLE | | | 0048 715-01354 713.000 m | 14.30000 10195.90| 15.00000 10695.00| 53.61000 38223.93 CLEAN EXISTING PIPE | | | 0049 718-52610 70.000 m3 | 50.80000 3556.00| 24.00000 1680.00| 35.00000 2450.00 AGGREGATE FOR UNDERDRAINS ,No. 8 | | | 0050 720-01894 5.000 EACH| 637.20000 3186.00| 780.00000 3900.00| 500.00000 2500.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-44000 8.000 EACH| 337.10000 2696.80| 375.00000 3000.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0052 720-45615 1.000 m | 784.50000 784.50| 1325.00000 1325.00| 1000.00000 1000.00 INLET, RECONSTRUCT STRUCTURE | | | 0053 720-96995 136.000 EACH| 200.00000 27200.00| 150.00000 20400.00| 225.00000 30600.00 CLEAN INLET | | | 0054 801-04308 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 95.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06203 13043.000 m | 0.44000 5738.92| 0.40000 5217.20| 1.50000 19564.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 13043.000 m | 2.55000 33259.65| 2.55000 33259.65| 3.30000 43041.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,003,003.47 ROUTE : SR 912 CALL ORDER : 300 CONTRACT ID : RS-24651-A COUNTIES : LAKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06605 9.000 EACH| 50.00000 450.00| 50.00000 450.00| 35.00000 315.00 BARRICADE, IIIA | | | 0058 801-06606 4.000 EACH| 55.00000 220.00| 55.00000 220.00| 50.00000 200.00 BARRICADE, IIIB | | | 0059 801-06625 20.000 EACH| 55.00000 1100.00| 55.00000 1100.00| 60.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 54.000 EACH| 65.00000 3510.00| 65.00000 3510.00| 74.00000 3996.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 61304.74000 61304.74| 30000.00000 30000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0062 804-06771 400.000 EACH| 20.00000 8000.00| 20.00000 8000.00| 20.00000 8000.00 DELINEATOR POST, FLEXIBLE | | | 0063 805-02503 683.000 m | 2.00000 1366.00| 2.00000 1366.00| 2.00000 1366.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0064 805-78795 171.000 m | 32.80000 5608.80| 32.80000 5608.80| 32.80000 5608.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 808-03002 13795.000 m | 1.44000 19864.80| 2.76000 38074.20| 1.32000 18209.40 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0066 808-03631 37626.000 m | 1.44000 54181.44| 1.96000 73746.96| 1.32000 49666.32 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0067 808-03632 37626.000 m | 1.44000 54181.44| 1.96000 73746.96| 1.32000 49666.32 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0070 808-75996 2755.000 EACH| 4.00000 11020.00| 3.00000 8265.00| 2.50000 6887.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 2782.000 EACH| 23.00000 63986.00| 19.87000 55278.34| 23.00000 63986.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-75256 6303.000 m | 1.70000 10715.10| 2.28000 14370.84| 1.70000 10715.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0073 808-75272 517.000 m | 9.50000 4911.50| 10.00000 5170.00| 9.50000 4911.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 2,219,529.43| $ 2,467,337.00| $ 2,476,392.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,219,529.43| $ 2,467,337.00| $ 2,476,392.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,714,444.74 ROUTE : 252 CALL ORDER : 310 CONTRACT ID : RS-24766-A COUNTIES : FRANKLIN LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,360,744.99 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 1,506,121.28 110.6835% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,694,218.55 124.5066% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-0515195 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR 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 | 1200.00000 6000.00| 1100.00000 5500.00| 1250.00000 6250.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 65000.00000 65000.00| 10000.00000 10000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 111911.800 m2 | 0.58000 64908.84| 0.45000 50360.31| 0.50000 55955.90 SURFACE MILLING, ASPHALT | | | 0004 303-52308 633.000 Mg | 14.95000 9463.35| 28.86000 18268.38| 20.00000 12660.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 3400.000 Mg | 16.00000 54400.00| 15.18000 51612.00| 21.00000 71400.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 1064.000 Mg | 57.00000 60648.00| 118.36000 125935.04| 90.00000 95760.00 HMA FOR PATCHING | | | 0007 401-05454 17684.000 Mg | 29.75000 526099.00| 36.39000 643520.76| 41.00000 725044.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 8704.000 Mg | 36.50000 317696.00| 41.04000 357212.16| 48.50000 422144.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 577.000 Mg | 49.00000 28273.00| 54.31000 31336.87| 62.50000 36062.50 HMA WEDGE AND LEVEL | | | 0010 402-05498 975.000 Mg | 45.25000 44118.75| 42.93000 41856.75| 55.00000 53625.00 HMA FOR PARKING AREA | | | 0011 406-05520 100.000 Mg | 185.00000 18500.00| 409.24000 40924.00| 200.00000 20000.00 ASPHALT FOR TACK COAT | | | 0012 610-05527 1460.000 Mg | 66.00000 96360.00| 47.56000 69437.60| 75.00000 109500.00 HMA FOR APPROACHES | | | 0013 720-44000 14.000 EACH| 466.65000 6533.10| 126.94000 1777.16| 500.00000 7000.00 CASTING, ADJUST TO GRADE | | | 0014 801-06203 5220.000 m | 0.58000 3027.60| 0.36000 1879.20| 1.00000 5220.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,714,444.74 ROUTE : 252 CALL ORDER : 310 CONTRACT ID : RS-24766-A COUNTIES : FRANKLIN LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-0515195 |(3) 35-1357381 |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 1782.000 m | 2.05000 3653.10| 3.19000 5684.58| 3.00000 5346.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 43.000 EACH| 55.00000 2365.00| 160.45000 6899.35| 60.00000 2580.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 43500.00000 43500.00| 35207.54000 35207.54| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0018 808-06712 1527.000 m | 0.15000 229.05| 0.13000 198.51| 0.15000 229.05 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 33840.000 m | 0.15000 5076.00| 0.13000 4399.20| 0.15000 5076.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 26974.000 m | 0.15000 4046.10| 0.13000 3506.62| 0.15000 4046.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75007 35.000 m | 4.80000 168.00| 0.75000 26.25| 10.00000 350.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0022 808-75297 30.000 m | 19.15000 574.50| 16.00000 480.00| 25.00000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75300 22.000 m | 4.80000 105.60| 4.50000 99.00| 10.00000 220.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 1,360,744.99| $ 1,506,121.28| $ 1,694,218.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,360,744.99| $ 1,506,121.28| $ 1,694,218.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 135 CALL ORDER : 320 CONTRACT ID : RS-24768-A COUNTIES : JACKSON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,610,219.26 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,689,977.50 104.9532% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 813,892.81 ROUTE : SR 135 CALL ORDER : 330 CONTRACT ID : RS-24769-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR 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 35-0248940 CORYDON STONE & ASPHALT $ 734,473.05 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 796,000.00 108.3770% ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1100.00000 4400.00| 1100.00000 4400.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 6704.000 m2 | 0.80000 5363.20| 0.80000 5363.20| SURFACE MILLING, ASPHALT | | | 0004 303-52309 2541.000 Mg | 11.00000 27951.00| 11.50000 29221.50| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 75.00000 7500.00| 60.00000 6000.00| HMA FOR PATCHING | | | 0006 401-05454 9907.000 Mg | 28.00000 277396.00| 32.00000 317024.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 6777.000 Mg | 37.00000 250749.00| 41.00000 277857.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 71.000 Mg | 165.00000 11715.00| 100.00000 7100.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 1770.000 Mg | 45.00000 79650.00| 40.00000 70800.00| HMA FOR APPROACHES | | | 0010 720-44000 7.000 EACH| 150.00000 1050.00| 155.00000 1085.00| CASTING, ADJUST TO GRADE | | | 0011 801-06203 1085.000 m | 1.00000 1085.00| 1.00000 1085.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 1085.000 m | 3.00000 3255.00| 2.00000 2170.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 46.000 EACH| 50.00000 2300.00| 65.00000 2990.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 15000.00000 15000.00| 13694.13000 13694.13| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 813,892.81 ROUTE : SR 135 CALL ORDER : 330 CONTRACT ID : RS-24769-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-78470 72.000 m | 10.00000 720.00| 3.00000 216.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78510 7.200 m | 10.00000 72.00| 8.00000 57.60| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0017 805-78795 18.000 m | 30.00000 540.00| 78.40000 1411.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-01226 679.000 EACH| 6.00000 4074.00| 6.33000 4298.07| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0019 808-06705 92.000 m | 4.00000 368.00| 3.70000 340.40| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0020 808-06712 3917.000 m | 0.15000 587.55| 0.18000 705.06| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0021 808-06713 21684.000 m | 0.15000 3252.60| 0.18000 3903.12| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 5918.000 m | 0.15000 887.70| 0.18000 1065.24| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0023 808-75215 54.000 m | 6.00000 324.00| 7.20000 388.80| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0024 808-75297 6.100 m | 20.00000 122.00| 11.75000 71.68| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75994 679.000 EACH| 6.00000 4074.00| 4.50000 3055.50| PRISMATIC REFLECTOR | | | 0026 808-75996 679.000 EACH| 3.00000 2037.00| 2.50000 1697.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 734,473.05| $ 796,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 734,473.05| $ 796,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,293,805.11 ROUTE : SR 129 CALL ORDER : 340 CONTRACT ID : RS-24770-A COUNTIES : RIPLEY SWITZERLAND LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 2,378,076.82 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,446,820.67 102.8907% 3 31-0515195 VALLEY ASPHALT CORPORATION $ 2,761,127.76 116.1075% ==================================================================================================================================== |(1) 61-0476452 |(2) 35-1357381 |(3) 31-0515195 |HANSON AGGREGATES MIDWEST, I|O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION 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 | 985.00000 4925.00| 1000.00000 5000.00| 1000.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 22970.00000 22970.00| 40000.00000 40000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 161033.200 m2 | 0.07000 11272.32| 0.20000 32206.64| 0.39000 62802.95 SURFACE MILLING, ASPHALT | | | 0004 303-52308 1846.500 Mg | 11.65000 21511.73| 13.75000 25389.38| 27.10000 50040.15 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 4573.000 Mg | 14.15000 64707.95| 18.00000 82314.00| 16.62000 76003.26 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 1000.000 Mg | 60.80000 60800.00| 100.00000 100000.00| 90.75000 90750.00 HMA FOR PATCHING | | | 0007 305-05731 4990.000 Mg | 39.00000 194610.00| 40.00000 199600.00| 43.00000 214570.00 WIDENING WITH QC/QA HMA | | | 0008 401-05454 30537.000 Mg | 34.90000 1065741.30| 32.50000 992452.50| 37.68000 1150634.16 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 14204.500 Mg | 40.50000 575282.25| 41.50000 589486.75| 41.85000 594458.33 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 4490.00000 4490.00| 5000.00000 5000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0011 402-05495 500.000 Mg | 45.95000 22975.00| 45.00000 22500.00| 44.80000 22400.00 HMA WEDGE AND LEVEL | | | 0012 402-05498 2846.500 Mg | 38.70000 110159.55| 36.50000 103897.25| 47.29000 134610.99 HMA FOR PARKING AREA | | | 0013 406-05520 161.000 Mg | 125.00000 20125.00| 180.00000 28980.00| 275.00000 44275.00 ASPHALT FOR TACK COAT | | | 0014 610-05527 2500.250 Mg | 50.95000 127387.74| 60.00000 150015.00| 51.51000 128787.88 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,293,805.11 ROUTE : SR 129 CALL ORDER : 340 CONTRACT ID : RS-24770-A COUNTIES : RIPLEY SWITZERLAND LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-0476452 |(2) 35-1357381 |(3) 31-0515195 |HANSON AGGREGATES MIDWEST, I|O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-02187 2.000 EACH| 215.00000 430.00| 300.00000 600.00| 81.53000 163.06 WATER VALVE BOX, ADJUST , WATER | | | 0016 720-44000 1.000 EACH| 425.00000 425.00| 500.00000 500.00| 243.48000 243.48 CASTING, ADJUST TO GRADE | | | 0017 801-06203 7030.000 m | 0.75000 5272.50| 1.00000 7030.00| 2.28000 16028.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 2343.000 m | 2.50000 5857.50| 3.00000 7029.00| 3.32000 7778.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 52.000 EACH| 60.20000 3130.40| 65.00000 3380.00| 125.00000 6500.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 46080.00000 46080.00| 40000.00000 40000.00| 90621.75000 90621.75 MAINTAINING TRAFFIC | | | 0021 808-06712 3559.000 m | 0.13000 462.67| 0.15000 533.85| 0.14000 498.26 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0022 808-06713 46856.000 m | 0.13000 6091.28| 0.15000 7028.40| 0.14000 6559.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 23586.000 m | 0.13000 3066.18| 0.15000 3537.90| 0.14000 3302.04 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-75297 8.500 m | 35.70000 303.45| 40.00000 340.00| 11.70000 99.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 2,378,076.82| $ 2,446,820.67| $ 2,761,127.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,378,076.82| $ 2,446,820.67| $ 2,761,127.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,070.34 ROUTE : 150 CALL ORDER : 350 CONTRACT ID : RS-24771-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0248940 CORYDON STONE & ASPHALT $ 1,049,339.43 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,116,000.00 106.3526% 3 35-1056038 CALCAR QUARRIES, INC. $ 1,154,059.93 109.9796% ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 |(3) 35-1056038 |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I|CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1100.00000 4400.00| 1100.00000 4400.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 45000.00000 45000.00| 55700.00000 55700.00| 19300.00000 19300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 105665.500 m2 | 0.10000 10566.55| 0.10000 10566.55| 0.23000 24303.07 SURFACE MILLING, ASPHALT | | | 0004 303-52309 2796.000 Mg | 12.00000 33552.00| 11.70000 32713.20| 12.90000 36068.40 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 200.000 Mg | 75.00000 15000.00| 55.00000 11000.00| 75.00000 15000.00 HMA FOR PATCHING | | | 0006 401-05454 16983.000 Mg | 29.00000 492507.00| 33.00000 560439.00| 34.30000 582516.90 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 7960.000 Mg | 39.00000 310440.00| 40.00000 318400.00| 41.85000 333126.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-06264 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 4400.00000 4400.00 PROFILOGRAPH, HMA | | | 0009 402-05495 100.000 Mg | 39.00000 3900.00| 33.00000 3300.00| 48.00000 4800.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 88.000 Mg | 160.00000 14080.00| 100.00000 8800.00| 165.00000 14520.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 1318.500 Mg | 45.00000 59332.50| 40.00000 52740.00| 42.85000 56497.73 HMA FOR APPROACHES | | | 0012 720-44000 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0013 801-06203 4312.500 m | 1.00000 4312.50| 1.00000 4312.50| 1.00000 4312.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 1437.500 m | 3.00000 4312.50| 2.00000 2875.00| 2.60000 3737.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,070.34 ROUTE : 150 CALL ORDER : 350 CONTRACT ID : RS-24771-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 |(3) 35-1056038 |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I|CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 40.000 EACH| 75.00000 3000.00| 75.00000 3000.00| 67.50000 2700.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 20000.00000 20000.00| 23374.37000 23374.37| 25200.00000 25200.00 MAINTAINING TRAFFIC | | | 0017 808-01226 1114.000 EACH| 6.50000 7241.00| 6.50000 7241.00| 6.24000 6951.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0018 808-06712 1207.000 m | 0.14000 168.98| 0.14000 168.98| 0.13500 162.95 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 28746.000 m | 0.14000 4024.44| 0.14000 4024.44| 0.13500 3880.71 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 22428.250 m | 0.14000 3139.96| 0.14000 3139.96| 0.13500 3027.81 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75994 1114.000 EACH| 5.00000 5570.00| 4.50000 5013.00| 4.50000 5013.00 PRISMATIC REFLECTOR | | | 0022 808-75996 1114.000 EACH| 3.00000 3342.00| 3.00000 3342.00| 3.00000 3342.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,049,339.43| $ 1,116,000.00| $ 1,154,059.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,049,339.43| $ 1,116,000.00| $ 1,154,059.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,844,956.20 ROUTE : 67 CALL ORDER : 360 CONTRACT ID : RS-24786-A COUNTIES : DELAWARE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,902,531.10 100.0000% ==================================================================================================================================== |(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 PAVEMENT REPAIR OR REHAB | | | 0001 105-01925 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 145000.00000 145000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02676 3000.000 Mg | 6.00000 18000.00| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0005 202-60820 6250.000 m2 | 6.00000 37500.00| | SURFACE MILLING, ASPHALT , 25 mm | | | TERMINI AND APPROACHES | | | 0006 202-60820 101700.000 m2 | 1.50000 152550.00| | SURFACE MILLING, ASPHALT ,25mm, | | | MAINLINE AND SHOULDERS | | | 0007 202-60822 575.000 m2 | 6.00000 3450.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE , TERMINI-VARIABLE DEPTH O mm | | | TO 25 mm | | | 0008 305-06082 2498.500 Mg | 125.00000 312312.50| | HMA PATCHING FOR ASPHALT PAVEMENT , | | | MAINLINE | | | 0009 305-06082 832.200 Mg | 125.00000 104025.00| | HMA PATCHING FOR ASPHALT PAVEMENT , | | | SHOULDERS | | | 0010 305-06083 1268.100 Mg | 125.00000 158512.50| | HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0011 305-92470 220.000 m2 | 150.00000 33000.00| | PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,844,956.20 ROUTE : 67 CALL ORDER : 360 CONTRACT ID : RS-24786-A COUNTIES : DELAWARE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 401-05455 18750.000 Mg | 42.50000 796875.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 8525.000 Mg | 48.00000 409200.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 401-05463 6000.000 Mg | 42.50000 255000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0015 401-05464 2730.000 Mg | 48.00000 131040.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0016 401-06264 LUMP| 7000.00000 7000.00| | PROFILOGRAPH, HMA | | | 0017 402-05495 100.000 Mg | 55.00000 5500.00| | HMA WEDGE AND LEVEL | | | 0018 405-05517 23.700 Mg | 200.00000 4740.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05520 43.800 Mg | 220.00000 9636.00| | ASPHALT FOR TACK COAT | | | 0020 601-91147 7.000 EACH| 460.00000 3220.00| | GUARDRAIL END TREATMENT, RESET , ADJUST | | | HEIGHT | | | 0021 601-92948 660.000 m | 9.60000 6336.00| | GUARDRAIL, ADJUST HEIGHT | | | 0022 610-05527 1600.000 Mg | 50.00000 80000.00| | HMA FOR APPROACHES | | | 0023 615-06520 3.000 EACH| 385.00000 1155.00| | MONUMENT, RE-ESTABLISH | | | 0024 720-44000 17.000 EACH| 385.00000 6545.00| | CASTING, ADJUST TO GRADE | | | 0025 801-06203 1365.000 m | 1.10000 1501.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 1365.000 m | 4.75000 6483.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 63.000 EACH| 100.00000 6300.00| | CONSTRUCTION SIGN, A | | | 0028 801-06710 180.000 DAY | 15.00000 2700.00| | FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 145000.00000 145000.00| | MAINTAINING TRAFFIC | | | 0030 808-06701 175.000 m | 1.65000 288.75| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,844,956.20 ROUTE : 67 CALL ORDER : 360 CONTRACT ID : RS-24786-A COUNTIES : DELAWARE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-06712 1065.000 m | 0.14000 149.10| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06713 26660.000 m | 0.14000 3732.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 19390.000 m | 0.14000 2714.60| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0034 808-75007 1120.000 m | 0.20000 224.00| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0035 808-75297 50.000 m | 10.00000 500.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 20.000 m | 2.50000 50.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0037 808-75996 493.000 EACH| 5.00000 2465.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 493.000 EACH| 25.00000 12325.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,902,531.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,902,531.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE 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. $ 3,558,707.54 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 3,672,341.04 103.1931% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,858,187.35 108.4154% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 1350.00000 16200.00| 1500.00000 18000.00| 2400.00000 28800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 5.000 MOS | 300.00000 1500.00| 500.00000 2500.00| 640.00000 3200.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 175000.00000 175000.00| 147000.00000 147000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 5370.000 m | 5.32000 28568.40| 4.00000 21480.00| 4.50000 24165.00 GUARDRAIL, REMOVE | | | 0006 202-02676 100.000 Mg | 3.00000 300.00| 1.70000 170.00| 5.90000 590.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0007 202-60820 3375.000 m2 | 4.00000 13500.00| 4.35000 14681.25| 7.70000 25987.50 SURFACE MILLING, ASPHALT | | | 0008 202-60822 275.000 m2 | 6.00000 1650.00| 6.55000 1801.25| 9.30000 2557.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-93741 36.000 EACH| 80.00000 2880.00| 100.00000 3600.00| 110.00000 3960.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-94749 1550.000 m | 3.15000 4882.50| 1.80000 2790.00| 4.50000 6975.00 CURB, ASPHALT, REMOVE | | | 0011 203-02000 245.000 m3 | 14.00000 3430.00| 20.00000 4900.00| 23.50000 5757.50 EXCAVATION, COMMON | | | 0012 203-02070 900.000 m3 | 20.00000 18000.00| 13.00000 11700.00| 17.90000 16110.00 BORROW | | | 0013 211-02060 80.000 m3 | 15.00000 1200.00| 19.50000 1560.00| 32.80000 2624.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-04095 11100.000 Mg | 10.00000 111000.00| 10.50000 116550.00| 5.50000 61050.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0015 305-05204 380.000 Mg | 44.00000 16720.00| 80.00000 30400.00| 77.00000 29260.00 HMA FOR PATCHING | | | 0017 305-60415 13.000 Mg | 2975.00000 38675.00| 500.00000 6500.00| 3900.00000 50700.00 CRACKS AND JOINTS IN CONCRETE PAVEMENT | | | OR BASE, FILL | | | 0018 401-05437 15200.000 Mg | 27.00000 410400.00| 31.25000 475000.00| 26.90000 408880.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05455 16590.000 Mg | 29.00000 481110.00| 31.50000 522585.00| 31.40000 520926.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0020 401-05456 9250.000 Mg | 31.00000 286750.00| 36.40000 336700.00| 37.40000 345950.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 9075.000 Mg | 25.00000 226875.00| 25.76000 233772.00| 27.90000 253192.50 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 401-05463 10365.000 Mg | 27.00000 279855.00| 27.80000 288147.00| 31.60000 327534.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0023 401-05464 5550.000 Mg | 31.00000 172050.00| 33.00000 183150.00| 37.60000 208680.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0024 401-05467 31775.000 m | 0.40000 12710.00| 0.47000 14934.25| 0.65000 20653.75 MILLED HMA CORRUGATIONS | | | 0025 401-06264 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0026 406-05520 60.000 Mg | 300.00000 18000.00| 225.00000 13500.00| 225.00000 13500.00 ASPHALT FOR TACK COAT | | | 0027 506-06333 1000.000 m2 | 115.00000 115000.00| 82.00000 82000.00| 115.00000 115000.00 PCCP PATCHING, FULL DEPTH | | | 0028 506-06334 170.000 m2 | 150.00000 25500.00| 125.00000 21250.00| 100.00000 17000.00 PCCP PATCHING, PARTIAL DEPTH | | | 0029 601-01522 36.000 EACH| 1210.00000 43560.00| 1155.00000 41580.00| 1265.00000 45540.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-05585 1.000 EACH| 1600.00000 1600.00| 1655.00000 1655.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0031 601-06037 12.000 EACH| 575.00000 6900.00| 555.00000 6660.00| 600.00000 7200.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06228 4.000 EACH| 53200.00000 212800.00| 55700.00000 222800.00| 59000.00000 236000.00 IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0034 601-61390 9.000 EACH| 45.00000 405.00| 35.00000 315.00| 38.00000 342.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94689 18.000 EACH| 3350.00000 60300.00| 3155.00000 56790.00| 3500.00000 63000.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 3.000 EACH| 2100.00000 6300.00| 2155.00000 6465.00| 2400.00000 7200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 5750.000 m | 33.15000 190612.50| 31.55000 181412.50| 35.00000 201250.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06032 1700.000 m | 86.00000 146200.00| 114.90000 195330.00| 100.00000 170000.00 BARRIER, MEDIAN, CONCRETE | | | 0039 602-06729 320.000 EACH| 7.55000 2416.00| 3.47000 1110.40| 7.00000 2240.00 BARRIER DELINEATOR | | | 0040 602-99181 18.000 m | 100.00000 1800.00| 38.33000 689.94| 95.00000 1710.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0041 605-05523 2950.000 m | 10.00000 29500.00| 7.50000 22125.00| 6.00000 17700.00 CURB, HMA 4" | | | 0042 605-94811 4.000 EACH| 600.00000 2400.00| 272.50000 1090.00| 750.00000 3000.00 CURB TURNOUT | | | 0043 610-05527 3720.000 Mg | 38.00000 141360.00| 33.50000 124620.00| 50.00000 186000.00 HMA FOR APPROACHES | | | 0044 615-06520 2.000 EACH| 350.00000 700.00| 400.00000 800.00| 550.00000 1100.00 MONUMENT, RE-ESTABLISH | | | 0045 616-02320 315.000 m2 | 3.50000 1102.50| 2.20000 693.00| 3.00000 945.00 GEOTEXTILES | | | 0046 616-06406 315.000 m2 | 22.00000 6930.00| 31.00000 9765.00| 45.00000 14175.00 RIPRAP, REVETMENT | | | 0047 715-01662 210.000 m | 15.00000 3150.00| 15.00000 3150.00| 30.00000 6300.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0048 715-05048 1700.000 m | 8.00000 13600.00| 7.25000 12325.00| 10.00000 17000.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0049 715-05119 21.000 m | 153.71000 3227.91| 82.50000 1732.50| 110.00000 2310.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0050 715-44240 6.500 m3 | 250.00000 1625.00| 342.00000 2223.00| 330.00000 2145.00 CONCRETE, A, STRUCTURES | | | 0052 718-52610 200.000 m3 | 35.00000 7000.00| 21.00000 4200.00| 33.00000 6600.00 AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 2900.000 m2 | 1.50000 4350.00| 1.00000 2900.00| 3.00000 8700.00 GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-44000 14.000 EACH| 300.00000 4200.00| 275.00000 3850.00| 275.00000 3850.00 CASTING, ADJUST TO GRADE | | | 0055 720-45041 6.000 EACH| 2250.00000 13500.00| 1550.00000 9300.00| 1500.00000 9000.00 INLET, H5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 720-96995 3.000 EACH| 200.00000 600.00| 300.00000 900.00| 330.00000 990.00 CLEAN INLET | | | 0057 801-03290 4.000 EACH| 170.00000 680.00| 150.00000 600.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | | 0058 801-06203 2500.000 m | 2.00000 5000.00| 0.75000 1875.00| 1.00000 2500.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0059 801-06207 2500.000 m | 3.00000 7500.00| 2.55000 6375.00| 1.70000 4250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0060 801-06640 53.000 EACH| 95.00000 5035.00| 110.00000 5830.00| 105.00000 5565.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 23.000 EACH| 32.50000 747.50| 65.00000 1495.00| 36.00000 828.00 CONSTRUCTION SIGN, B | | | 0062 801-06710 200.000 DAY | 13.00000 2600.00| 15.00000 3000.00| 15.00000 3000.00 FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0064 801-09133 2.000 EACH| 6500.00000 13000.00| 9000.00000 18000.00| 7000.00000 14000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0065 802-02849 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| 220.00000 2200.00 SIGN BRACKET, TOP OF WALL MOUNTED | | | 0067 804-04435 510.000 EACH| 3.00000 1530.00| 1.00000 510.00| 1.10000 561.00 DELINEATOR POST, REMOVE | | | 0068 804-06771 425.000 EACH| 20.00000 8500.00| 21.00000 8925.00| 23.00000 9775.00 DELINEATOR POST, FLEXIBLE | | | 0069 805-78470 775.000 m | 1.00000 775.00| 1.00000 775.00| 1.10000 852.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0070 805-78795 365.000 m | 32.50000 11862.50| 32.50000 11862.50| 36.00000 13140.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0071 805-92951 13.000 EACH| 250.00000 3250.00| 250.00000 3250.00| 275.00000 3575.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0072 808-06701 3220.000 m | 0.80000 2576.00| 0.80000 2576.00| 0.90000 2898.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0073 808-06703 12900.000 m | 0.80000 10320.00| 0.80000 10320.00| 0.90000 11610.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0075 808-75245 12900.000 m | 0.80000 10320.00| 0.80000 10320.00| 0.90000 11610.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0076 808-75320 43.000 EACH| 44.65000 1919.95| 44.65000 1919.95| 60.00000 2580.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75325 20.000 EACH| 64.50000 1290.00| 64.50000 1290.00| 82.00000 1640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0078 808-75996 810.000 EACH| 3.50000 2835.00| 4.00000 3240.00| 3.50000 2835.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 1136.000 EACH| 23.25000 26412.00| 23.25000 26412.00| 23.00000 26128.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 605-06150 40.000 m | 64.00000 2560.00| 45.00000 1800.00| 75.00000 3000.00 CURB AND GUTTER, C, CONCRETE | | | 0081 202-01447 4.000 EACH| 1.00000 4.00| 100.00000 400.00| 110.00000 440.00 GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0082 202-01448 1828.000 m | 0.01000 18.28| 2.00000 3656.00| 2.20000 4021.60 GUARD RAIL, MEDIAN, DOUBLE FACED, REMOVE| | | 0083 805-78510 200.000 m | 2.13000 426.00| 2.13000 426.00| 2.30000 460.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0084 805-78785 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 385.00000 1540.00 SIGNAL DETECTOR HOUSING | | | 0085 805-01842 2.000 EACH| 575.00000 1150.00| 575.00000 1150.00| 650.00000 1300.00 HANDHOLE, SIGNAL | | | 0086 805-01844 50.000 m | 32.80000 1640.00| 32.80000 1640.00| 36.00000 1800.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0087 808-75297 185.000 m | 9.90000 1831.50| 9.90000 1831.50| 9.50000 1757.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0088 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 710.00000 710.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0089 621-06559 3600.000 m2 | 0.85000 3060.00| 0.85000 3060.00| 0.95000 3420.00 MULCHED SEEDING, R | | | 0090 801-01504 24.000 EACH| 35.00000 840.00| 40.00000 960.00| 44.00000 1056.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0091 801-01505 24.000 EACH| 45.00000 1080.00| 60.00000 1440.00| 65.00000 1560.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0092 602-02098 4.000 EACH| 2750.00000 11000.00| 1300.00000 5200.00| 4500.00000 18000.00 MEDIAN BARRIER RAIL TRANSITION | | | 0093 808-75260 150.000 m | 5.00000 750.00| 5.00000 750.00| 5.00000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,321,409.28 ROUTE : 49 CALL ORDER : 370 CONTRACT ID : RS-24794-A COUNTIES : PORTER LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 202-93995 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 275.00000 275.00 SIGNAL POLE FOUNDATION, REMOVE | | | SECTION TOTALS | $ 3,558,707.54| $ 3,672,341.04| $ 3,858,187.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,558,707.54| $ 3,672,341.04| $ 3,858,187.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,410,452.62 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,483,192.70 103.0176% 3 35-0997978 PHEND & BROWN, INC. $ 2,804,728.73 116.3569% 4 35-1139301 E & B PAVING, INC. $ 2,837,405.91 117.7125% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-0997978 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 12.000 MOS | 1300.00000 15600.00| 1500.00000 18000.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 5.000 MOS | 300.00000 1500.00| 3000.00000 15000.00| 600.00000 3000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 8000.00000 8000.00| 50000.00000 50000.00| 8750.00000 8750.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 111000.00000 111000.00| 120000.00000 120000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 240.000 m | 10.00000 2400.00| 10.00000 2400.00| 10.00000 2400.00 GUARDRAIL, REMOVE | | | 0006 202-02274 80.000 m | 10.00000 800.00| 50.00000 4000.00| 8.50000 680.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-02278 70.000 m | 10.00000 700.00| 50.00000 3500.00| 17.00000 1190.00 CURB, CONCRETE, REMOVE | | | 0008 202-02279 1205.000 m | 10.00000 12050.00| 30.00000 36150.00| 15.00000 18075.00 CURB AND GUTTER, REMOVE | | | 0009 202-02772 8.000 EACH| 20.00000 160.00| 100.00000 800.00| 90.00000 720.00 CASTING, REMOVE | | | 0010 202-60820 189900.000 m2 | 0.20000 37980.00| 0.20000 37980.00| 0.55000 104445.00 SURFACE MILLING, ASPHALT | | | 0011 202-93741 8.000 EACH| 325.00000 2600.00| 325.00000 2600.00| 325.00000 2600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02080 1.500 km | 2500.00000 3750.00| 10000.00000 15000.00| 5000.00000 7500.00 LINEAR GRADING | | | 0013 211-02060 30.000 m3 | 10.75000 322.50| 12.50000 375.00| 30.00000 900.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04095 6000.000 Mg | 11.00000 66000.00| 2.00000 12000.00| 17.50000 105000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-0997978 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05204 600.000 Mg | 65.00000 39000.00| 40.00000 24000.00| 65.00000 39000.00 HMA FOR PATCHING | | | 0016 305-05206 476.000 Mg | 45.00000 21420.00| 40.00000 19040.00| 45.00000 21420.00 WIDENING WITH HMA | | | 0020 401-05467 23064.000 m | 0.28000 6457.92| 0.50000 11532.00| 0.28000 6457.92 MILLED HMA CORRUGATIONS | | | 0021 401-06264 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0022 402-05495 500.000 Mg | 33.00000 16500.00| 45.00000 22500.00| 37.00000 18500.00 HMA WEDGE AND LEVEL | | | 0023 406-05520 120.000 Mg | 280.00000 33600.00| 1.00000 120.00| 230.00000 27600.00 ASPHALT FOR TACK COAT | | | 0024 506-06333 1845.000 m2 | 78.00000 143910.00| 75.00000 138375.00| 134.00000 247230.00 PCCP PATCHING, FULL DEPTH | | | 0025 601-01846 1.000 EACH| 1520.00000 1520.00| 1520.00000 1520.00| 1520.00000 1520.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-91542 355.000 EACH| 26.00000 9230.00| 26.00000 9230.00| 26.00000 9230.00 GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0027 601-94689 7.000 EACH| 2995.00000 20965.00| 2995.00000 20965.00| 2995.00000 20965.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 1925.00000 1925.00| 1925.00000 1925.00| 1825.00000 1825.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 265.000 m | 34.00000 9010.00| 34.00000 9010.00| 34.00000 9010.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-05523 700.000 m | 9.00000 6300.00| 10.00000 7000.00| 8.50000 5950.00 CURB, HMA | | | 0031 605-06120 70.000 m | 30.00000 2100.00| 73.00000 5110.00| 80.00000 5600.00 CURB, CONCRETE | | | 0032 605-06140 1205.000 m | 36.00000 43380.00| 40.00000 48200.00| 70.00000 84350.00 CURB AND GUTTER, CONCRETE | | | 0033 605-06200 182.000 m | 50.00000 9100.00| 65.00000 11830.00| 63.00000 11466.00 CENTER CURB, A, CONCRETE | | | 0034 605-94811 8.000 EACH| 500.00000 4000.00| 350.00000 2800.00| 500.00000 4000.00 CURB TURNOUT (MOD) | | | 0035 610-05527 1585.000 Mg | 45.00000 71325.00| 30.00000 47550.00| 55.00000 87175.00 HMA FOR APPROACHES | | | 0036 615-06527 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 350.00000 350.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 748.000 m2 | 1.00000 748.00| 2.00000 1496.00| 2.62000 1959.76 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-0997978 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06406 748.000 m2 | 12.00000 8976.00| 20.00000 14960.00| 18.00000 13464.00 RIPRAP, REVETMENT | | | 0039 621-06574 1400.000 m2 | 5.75000 8050.00| 5.75000 8050.00| 5.75000 8050.00 SODDING | | | 0041 715-05119 6.100 m | 135.00000 823.50| 150.00000 915.00| 63.00000 384.30 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0043 720-44000 38.000 EACH| 200.00000 7600.00| 200.00000 7600.00| 300.00000 11400.00 CASTING, ADJUST TO GRADE | | | 0044 720-45615 10.000 m | 450.00000 4500.00| 700.00000 7000.00| 835.00000 8350.00 INLET, RECONSTRUCT STRUCTURE | | | 0045 801-06203 5000.000 m | 0.50000 2500.00| 0.23000 1150.00| 0.50000 2500.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0046 801-06207 2500.000 m | 2.50000 6250.00| 2.79000 6975.00| 3.00000 7500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 66.000 EACH| 79.00000 5214.00| 50.00000 3300.00| 50.00000 3300.00 CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 40000.00000 40000.00| 90000.00000 90000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0049 801-09133 2.000 EACH| 5500.00000 11000.00| 3750.00000 7500.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-96915 LUMP| 1465.00000 1465.00| 1465.00000 1465.00| 675.00000 675.00 SIGN, RELOCATE | | | 0051 804-06740 20.000 EACH| 9.00000 180.00| 17.00000 340.00| 12.50000 250.00 DELINEATOR WITH POST, D2 | | | 0052 805-02503 680.000 m | 1.00000 680.00| 1.00000 680.00| 1.00000 680.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0053 805-78510 94.000 m | 3.10000 291.40| 3.10000 291.40| 3.10000 291.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0054 805-78795 146.000 m | 33.00000 4818.00| 33.00000 4818.00| 33.00000 4818.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0055 805-92951 8.000 EACH| 185.00000 1480.00| 185.00000 1480.00| 185.00000 1480.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0056 808-06701 5542.000 m | 0.80000 4433.60| 0.80000 4433.60| 0.90000 4987.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0057 808-06703 2038.000 m | 0.80000 1630.40| 0.80000 1630.40| 0.90000 1834.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06705 230.000 m | 3.00000 690.00| 3.00000 690.00| 2.65000 609.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-0997978 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06713 20750.000 m | 0.14000 2905.00| 0.14000 2905.00| 0.25000 5187.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-75245 22177.000 m | 0.80000 17741.60| 0.80000 17741.60| 0.90000 19959.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75260 80.000 m | 4.60000 368.00| 4.60000 368.00| 5.00000 400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0062 808-75278 40.000 m | 9.10000 364.00| 9.10000 364.00| 7.00000 280.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0063 808-75290 20.000 m | 4.60000 92.00| 4.60000 92.00| 9.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0064 808-75297 77.000 m | 9.10000 700.70| 9.10000 700.70| 10.50000 808.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0065 808-75320 18.000 EACH| 45.00000 810.00| 45.00000 810.00| 55.00000 990.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0066 808-75325 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 75.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0067 808-75996 1655.000 EACH| 3.00000 4965.00| 3.00000 4965.00| 3.57000 5908.35 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 1655.000 EACH| 20.25000 33513.75| 20.00000 33100.00| 29.40000 48657.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 808-92027 150.000 m | 3.00000 450.00| 3.00000 450.00| 2.78000 417.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0070 401-05456 3955.000 Mg | 41.75000 165121.25| 40.00000 158200.00| 40.00000 158200.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE (FOR | | | PG BINDER 76-22) | | | 0071 401-05464 7200.000 Mg | 32.75000 235800.00| 38.00000 273600.00| 38.00000 273600.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER (FOR | | | PG BINDER 70-22) | | | 0072 202-60822 2888.000 m2 | 1.00000 2888.00| 3.50000 10108.00| 0.22000 635.36 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0073 720-45215 2.000 EACH| 1700.00000 3400.00| 1200.00000 2400.00| 1694.42000 3388.84 CATCH BASIN, A8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-0997978 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 303-52308 36.000 Mg | 22.00000 792.00| 50.00000 1800.00| 26.00000 936.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0075 202-02273 182.000 m2 | 12.00000 2184.00| 20.00000 3640.00| 14.00000 2548.00 CENTER CURB, CONCRETE, REMOVE | | | 0076 720-44045 8.000 EACH| 350.00000 2800.00| 600.00000 4800.00| 465.00000 3720.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0077 720-45610 6.000 m | 450.00000 2700.00| 700.00000 4200.00| 835.00000 5010.00 CATCH BASIN, RECONSTRUCT STRUCTURE | | | 0078 716-99066 150.000 m | 30.00000 4500.00| 5.00000 750.00| 50.00000 7500.00 PIPE CLEANING | | | 0079 715-05152 5.000 m | 50.00000 250.00| 250.00000 1250.00| 130.00000 650.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0080 401-05454 15762.000 Mg | 32.75000 516205.50| 30.00000 472860.00| 33.00000 520146.00 QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE (FOR PG BINDER 70-22) | | | 0081 401-05456 9385.000 Mg | 36.75000 344898.75| 38.00000 356630.00| 38.00000 356630.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE (FOR | | | PG BINDER 70-22) | | | 0082 202-96151 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1.00000 1.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0083 401-05454 6617.000 Mg | 35.75000 236557.75| 36.00000 238212.00| 35.00000 231595.00 QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE (FOR PG BINDER 76-22) | | | 0084 715-05028 20.000 m | 50.00000 1000.00| 80.00000 1600.00| 70.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0085 715-05151 20.000 m | 50.00000 1000.00| 85.00000 1700.00| 73.00000 1460.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0086 720-44015 8.000 EACH| 450.00000 3600.00| 600.00000 4800.00| 416.00000 3328.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0087 608-04395 50.000 Mg | 18.00000 900.00| 45.00000 2250.00| 88.00000 4400.00 AGGREGATE FOR SHOULDER DRAINS | | | 0088 719-44269 300.000 m | 3.00000 900.00| 10.00000 3000.00| 13.00000 3900.00 DRAIN, PAVEMENT EDGE, GEOCOMPOSITE | | | SECTION TOTALS | $ 2,410,452.62| $ 2,483,192.70| $ 2,804,728.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,410,452.62| $ 2,483,192.70| $ 2,804,728.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 12.000 MOS | 1800.00000 21600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 5.000 MOS | 485.00000 2425.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 84540.00000 84540.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 240.000 m | 10.00000 2400.00| | GUARDRAIL, REMOVE | | | 0006 202-02274 80.000 m | 20.39000 1631.20| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-02278 70.000 m | 20.57000 1439.90| | CURB, CONCRETE, REMOVE | | | 0008 202-02279 1205.000 m | 19.47000 23461.35| | CURB AND GUTTER, REMOVE | | | 0009 202-02772 8.000 EACH| 100.00000 800.00| | CASTING, REMOVE | | | 0010 202-60820 189900.000 m2 | 0.50000 94950.00| | SURFACE MILLING, ASPHALT | | | 0011 202-93741 8.000 EACH| 325.00000 2600.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02080 1.500 km | 3500.00000 5250.00| | LINEAR GRADING | | | 0013 211-02060 30.000 m3 | 16.00000 480.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04095 6000.000 Mg | 16.94000 101640.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0015 305-05204 600.000 Mg | 61.19000 36714.00| | HMA FOR PATCHING | | | 0016 305-05206 476.000 Mg | 51.50000 24514.00| | WIDENING WITH HMA | | | 0020 401-05467 23064.000 m | 0.77000 17759.28| | MILLED HMA CORRUGATIONS | | | 0021 401-06264 LUMP| 7750.00000 7750.00| | PROFILOGRAPH, HMA | | | 0022 402-05495 500.000 Mg | 38.00000 19000.00| | HMA WEDGE AND LEVEL | | | 0023 406-05520 120.000 Mg | 160.00000 19200.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 506-06333 1845.000 m2 | 126.00000 232470.00| | PCCP PATCHING, FULL DEPTH | | | 0025 601-01846 1.000 EACH| 1520.00000 1520.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-91542 355.000 EACH| 26.00000 9230.00| | GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0027 601-94689 7.000 EACH| 2995.00000 20965.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 1925.00000 1925.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 265.000 m | 34.00000 9010.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 605-05523 700.000 m | 15.00000 10500.00| | CURB, HMA | | | 0031 605-06120 70.000 m | 88.56000 6199.20| | CURB, CONCRETE | | | 0032 605-06140 1205.000 m | 53.53000 64503.65| | CURB AND GUTTER, CONCRETE | | | 0033 605-06200 182.000 m | 91.69000 16687.58| | CENTER CURB, A, CONCRETE | | | 0034 605-94811 8.000 EACH| 800.55000 6404.40| | CURB TURNOUT (MOD) | | | 0035 610-05527 1585.000 Mg | 64.60000 102391.00| | HMA FOR APPROACHES | | | 0036 615-06527 1.000 EACH| 396.00000 396.00| | MONUMENT, SECTION CORNER | | | 0037 616-02320 748.000 m2 | 2.00000 1496.00| | GEOTEXTILES | | | 0038 616-06406 748.000 m2 | 25.36000 18969.28| | RIPRAP, REVETMENT | | | 0039 621-06574 1400.000 m2 | 5.75000 8050.00| | SODDING | | | 0041 715-05119 6.100 m | 136.14000 830.45| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0043 720-44000 38.000 EACH| 350.00000 13300.00| | CASTING, ADJUST TO GRADE | | | 0044 720-45615 10.000 m | 300.00000 3000.00| | INLET, RECONSTRUCT STRUCTURE | | | 0045 801-06203 5000.000 m | 0.48000 2400.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 801-06207 2500.000 m | 2.50000 6250.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06640 66.000 EACH| 50.00000 3300.00| | CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 22500.00000 22500.00| | MAINTAINING TRAFFIC | | | 0049 801-09133 2.000 EACH| 3750.00000 7500.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-96915 LUMP| 675.00000 675.00| | SIGN, RELOCATE | | | 0051 804-06740 20.000 EACH| 12.50000 250.00| | DELINEATOR WITH POST, D2 | | | 0052 805-02503 680.000 m | 0.60000 408.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0053 805-78510 94.000 m | 6.00000 564.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0054 805-78795 146.000 m | 35.00000 5110.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0055 805-92951 8.000 EACH| 200.00000 1600.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0056 808-06701 5542.000 m | 0.80000 4433.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0057 808-06703 2038.000 m | 0.80000 1630.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06705 230.000 m | 3.00000 690.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0059 808-06713 20750.000 m | 0.13600 2822.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-75245 22177.000 m | 0.80000 17741.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75260 80.000 m | 4.60000 368.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0062 808-75278 40.000 m | 9.10000 364.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0063 808-75290 20.000 m | 4.60000 92.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 808-75297 77.000 m | 9.10000 700.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0065 808-75320 18.000 EACH| 45.00000 810.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0066 808-75325 6.000 EACH| 60.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0067 808-75996 1655.000 EACH| 2.19000 3624.45| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 1655.000 EACH| 20.25000 33513.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 808-92027 150.000 m | 3.00000 450.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0070 401-05456 3955.000 Mg | 46.00000 181930.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE (FOR | | | PG BINDER 76-22) | | | 0071 401-05464 7200.000 Mg | 40.00000 288000.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER (FOR | | | PG BINDER 70-22) | | | 0072 202-60822 2888.000 m2 | 1.38000 3985.44| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0073 720-45215 2.000 EACH| 2200.00000 4400.00| | CATCH BASIN, A8 | | | 0074 303-52308 36.000 Mg | 30.00000 1080.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0075 202-02273 182.000 m2 | 21.49000 3911.18| | CENTER CURB, CONCRETE, REMOVE | | | 0076 720-44045 8.000 EACH| 500.00000 4000.00| | CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0077 720-45610 6.000 m | 300.00000 1800.00| | CATCH BASIN, RECONSTRUCT STRUCTURE | | | 0078 716-99066 150.000 m | 35.00000 5250.00| | PIPE CLEANING | | | 0079 715-05152 5.000 m | 2000.00000 10000.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0080 401-05454 15762.000 Mg | 34.00000 535908.00| | QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE (FOR PG BINDER 70-22) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 380 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,913,622.86 ROUTE : US 31 AND US 6 CALL ORDER : 380 CONTRACT ID : RS-24795-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 401-05456 9385.000 Mg | 46.00000 431710.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE (FOR | | | PG BINDER 70-22) | | | 0082 202-96151 LUMP| 1.00000 1.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0083 401-05454 6617.000 Mg | 34.00000 224978.00| | QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE (FOR PG BINDER 76-22) | | | 0084 715-05028 20.000 m | 150.00000 3000.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0085 715-05151 20.000 m | 200.00000 4000.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0086 720-44015 8.000 EACH| 500.00000 4000.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0087 608-04395 50.000 Mg | 55.85000 2792.50| | AGGREGATE FOR SHOULDER DRAINS | | | 0088 719-44269 300.000 m | 25.00000 7500.00| | DRAIN, PAVEMENT EDGE, GEOCOMPOSITE | | | SECTION TOTALS | $ 2,837,405.91| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,837,405.91| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,467,997.74 ROUTE : US 421 CALL ORDER : 400 CONTRACT ID : RS-24800-A COUNTIES : LAPORTE STARKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,354,332.93 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,362,721.27 100.6193% 3 35-1035700 BUCKO CONSTRUCTION $ 1,482,384.50 109.4549% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BUCKO 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 5.000 MOS | 1150.00000 5750.00| 1911.00000 9555.00| 1500.00000 7500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7175.00000 7175.00| 3250.00000 3250.00| 16840.00000 16840.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 46500.00000 46500.00| 73000.00000 73000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 450.00000 450.00| 200.00000 200.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 38.000 m | 14.70000 558.60| 14.00000 532.00| 15.40000 585.20 GUARDRAIL, REMOVE | | | 0006 202-60820 6157.000 m2 | 1.50000 9235.50| 2.11000 12991.27| 2.10000 12929.70 SURFACE MILLING, ASPHALT | | | 0007 202-93741 1.000 EACH| 241.50000 241.50| 230.00000 230.00| 250.00000 250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-98370 1.000 EACH| 1000.00000 1000.00| 450.00000 450.00| 200.00000 200.00 POLE, REMOVE | | | 0009 203-02070 500.000 m3 | 15.00000 7500.00| 18.25000 9125.00| 16.35000 8175.00 BORROW | | | 0010 203-90014 1.000 STA | 2500.00000 2500.00| 400.00000 400.00| 9750.00000 9750.00 LINEAR GRADING | | | 0011 211-02060 550.000 m3 | 15.00000 8250.00| 9.20000 5060.00| 13.00000 7150.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 6600.000 Mg | 13.20000 87120.00| 12.25000 80850.00| 12.45000 82170.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-05204 300.000 Mg | 63.00000 18900.00| 50.00000 15000.00| 65.00000 19500.00 HMA FOR PATCHING | | | 0014 305-05206 630.000 Mg | 48.00000 30240.00| 48.41000 30498.30| 43.80000 27594.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,467,997.74 ROUTE : US 421 CALL ORDER : 400 CONTRACT ID : RS-24800-A COUNTIES : LAPORTE STARKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 15500.000 Mg | 34.00000 527000.00| 32.00000 496000.00| 35.75000 554125.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 9500.000 Mg | 37.50000 356250.00| 38.00000 361000.00| 40.60000 385700.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 12750.00000 12750.00| 6100.00000 6100.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0018 402-05495 400.000 Mg | 44.00000 17600.00| 39.50000 15800.00| 45.15000 18060.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 70.000 Mg | 240.00000 16800.00| 170.00000 11900.00| 400.00000 28000.00 ASPHALT FOR TACK COAT | | | 0020 601-01846 3.000 EACH| 1674.75000 5024.25| 1595.00000 4785.00| 1700.00000 5100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-94689 5.000 EACH| 3207.75000 16038.75| 3055.00000 15275.00| 3200.00000 16000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 2021.25000 2021.25| 1925.00000 1925.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 657.000 m | 38.43000 25248.51| 36.60000 24046.20| 32.50000 21352.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 1200.000 Mg | 59.00000 70800.00| 45.00000 54000.00| 46.00000 55200.00 HMA FOR APPROACHES | | | 0025 615-06520 5.000 EACH| 500.00000 2500.00| 460.00000 2300.00| 300.00000 1500.00 MONUMENT, RE-ESTABLISH | | | 0026 621-01004 1.000 EACH| 682.50000 682.50| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 1500.000 m2 | 1.21000 1815.00| 1.15000 1725.00| 1.15000 1725.00 MULCHED SEEDING, R | | | 0028 715-05019 30.400 m | 245.00000 7448.00| 605.00000 18392.00| 280.00000 8512.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0029 715-05121 78.000 m | 165.00000 12870.00| 169.00000 13182.00| 148.00000 11544.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0030 715-05125 13.000 m | 300.00000 3900.00| 528.00000 6864.00| 330.00000 4290.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0031 715-05127 41.000 m | 250.00000 10250.00| 321.00000 13161.00| 340.00000 13940.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0032 715-05128 16.000 m | 465.00000 7440.00| 985.00000 15760.00| 475.00000 7600.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0033 801-04308 6.000 EACH| 99.75000 598.50| 102.60000 615.60| 95.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,467,997.74 ROUTE : US 421 CALL ORDER : 400 CONTRACT ID : RS-24800-A COUNTIES : LAPORTE STARKE LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06203 1280.000 m | 1.05000 1344.00| 2.50000 3200.00| 0.82000 1049.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 1560.000 m | 3.15000 4914.00| 2.50000 3900.00| 3.28000 5116.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06605 12.000 EACH| 52.50000 630.00| 68.40000 820.80| 50.00000 600.00 BARRICADE, IIIA | | | 0037 801-06606 6.000 EACH| 73.50000 441.00| 78.00000 468.00| 70.00000 420.00 BARRICADE, IIIB | | | 0038 801-06625 44.000 EACH| 56.70000 2494.80| 34.00000 1496.00| 54.00000 2376.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 53.000 EACH| 68.25000 3617.25| 45.00000 2385.00| 65.00000 3445.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 14000.00000 14000.00| 37847.50000 37847.50| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0041 802-96915 LUMP| 825.00000 825.00| 400.00000 400.00| 150.00000 150.00 SIGN, RELOCATE | | | 0042 804-06771 4.000 EACH| 34.13000 136.52| 25.00000 100.00| 140.00000 560.00 DELINEATOR POST, FLEXIBLE | | | 0043 808-06703 850.000 m | 0.82000 697.00| 0.80000 680.00| 0.78000 663.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0044 808-06713 31100.000 m | 0.14000 4354.00| 0.13600 4229.60| 0.13000 4043.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-75240 3300.000 m | 0.82000 2706.00| 0.80000 2640.00| 0.78000 2574.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0046 808-75245 4700.000 m | 0.82000 3854.00| 0.80000 3760.00| 0.78000 3666.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75297 17.000 m | 21.00000 357.00| 14.00000 238.00| 20.00000 340.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75996 762.000 EACH| 3.10000 2362.20| 4.00000 3048.00| 2.95000 2247.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 832.000 EACH| 24.15000 20092.80| 23.00000 19136.00| 21.90000 18220.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,354,332.93| $ 1,362,721.27| $ 1,482,384.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,354,332.93| $ 1,362,721.27| $ 1,482,384.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,148,250.46 ROUTE : SR 18 CALL ORDER : 410 CONTRACT ID : RS-24815-A COUNTIES : MIAMI LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 2,593,016.23 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,683,907.47 103.5052% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 3,193,654.58 123.1636% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 34-4272670 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 10.000 MOS | 1100.00000 11000.00| 1500.00000 15000.00| 800.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 75000.00000 75000.00| 68000.00000 68000.00| 369000.00000 369000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 1.000 EACH| 265.00000 265.00| 500.00000 500.00| 350.00000 350.00 HEADWALL, REMOVE | | | 0004 202-60820 3317.700 m2 | 3.45000 11446.07| 2.00000 6635.40| 3.75000 12441.38 SURFACE MILLING, ASPHALT | | | 0005 202-74035 5.000 EACH| 20.00000 100.00| 100.00000 500.00| 100.00000 500.00 SIGN, REMOVE | | | 0006 203-02080 7.100 km | 11800.00000 83780.00| 23500.00000 166850.00| 2000.00000 14200.00 LINEAR GRADING | | | 0007 211-02060 67.300 m3 | 20.00000 1346.00| 50.00000 3365.00| 20.00000 1346.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 8575.000 Mg | 11.50000 98612.50| 8.00000 68600.00| 10.00000 85750.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 303-60905 5330.000 Mg | 9.85000 52500.50| 13.00000 69290.00| 10.00000 53300.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | LIMESTONE | | | 0010 305-05204 500.000 Mg | 50.00000 25000.00| 60.00000 30000.00| 80.00000 40000.00 HMA FOR PATCHING | | | 0012 401-05454 16145.000 Mg | 28.40000 458518.00| 32.00000 516640.00| 30.00000 484350.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0013 401-05456 11530.000 Mg | 35.80000 412774.00| 38.00000 438140.00| 44.50000 513085.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 401-05462 342.300 Mg | 34.40000 11775.12| 38.00000 13007.40| 48.00000 16430.40 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0015 401-05464 244.500 Mg | 44.70000 10929.15| 40.00000 9780.00| 52.00000 12714.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,148,250.46 ROUTE : SR 18 CALL ORDER : 410 CONTRACT ID : RS-24815-A COUNTIES : MIAMI LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 34-4272670 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 4620.00000 4620.00| 5000.00000 5000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0017 402-05495 8005.000 Mg | 29.50000 236147.50| 33.00000 264165.00| 38.00000 304190.00 HMA WEDGE AND LEVEL | | | 0018 406-05520 105.100 Mg | 250.00000 26275.00| 170.00000 17867.00| 85.00000 8933.50 ASPHALT FOR TACK COAT | | | 0019 610-05527 1326.000 Mg | 54.55000 72333.30| 55.00000 72930.00| 50.00000 66300.00 HMA FOR APPROACHES | | | 0020 611-06497 10.000 EACH| 131.25000 1312.50| 125.00000 1250.00| 150.00000 1500.00 MAILBOX ASSEMBLY, SINGLE | | | 0021 611-95023 10.000 EACH| 50.00000 500.00| 250.00000 2500.00| 150.00000 1500.00 MAILBOX ASSEMBLY, RESET | | | 0022 615-06520 22.000 EACH| 175.00000 3850.00| 250.00000 5500.00| 250.00000 5500.00 MONUMENT, RE-ESTABLISH | | | 0023 616-06405 50.000 Mg | 25.00000 1250.00| 42.00000 2100.00| 40.00000 2000.00 RIPRAP, REVETMENT | | | 0024 715-04611 1.000 EACH| 250.00000 250.00| 630.00000 630.00| 500.00000 500.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0025 715-05149 518.000 m | 76.30000 39523.40| 38.00000 19684.00| 65.00000 33670.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0026 715-05169 38.400 m | 116.05000 4456.32| 32.00000 1228.80| 160.00000 6144.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0027 715-05595 2.000 m | 471.90000 943.80| 200.00000 400.00| 600.00000 1200.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0028 715-05597 1.750 m | 554.50000 970.38| 250.00000 437.50| 1200.00000 2100.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0029 715-05818 1.000 m | 484.75000 484.75| 240.00000 240.00| 1000.00000 1000.00 PIPE EXTENSION, CIRCULAR, 525 mm | | | 0030 720-45030 1.000 EACH| 900.00000 900.00| 1200.00000 1200.00| 1800.00000 1800.00 INLET, E7 | | | 0031 720-45035 4.000 EACH| 900.00000 3600.00| 1300.00000 5200.00| 1800.00000 7200.00 INLET, F7 | | | 0032 720-45260 1.000 EACH| 1400.00000 1400.00| 480.00000 480.00| 1500.00000 1500.00 PIPE CATCH BASIN, 300 mm | | | 0033 730-03475 10.000 EACH| 250.00000 2500.00| 720.00000 7200.00| 500.00000 5000.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0034 801-06203 16251.000 m | 0.38000 6175.38| 0.35000 5687.85| 0.35000 5687.85 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 1769.500 m | 2.00000 3539.00| 2.00000 3539.00| 2.75000 4866.13 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,148,250.46 ROUTE : SR 18 CALL ORDER : 410 CONTRACT ID : RS-24815-A COUNTIES : MIAMI LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 34-4272670 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06640 43.000 EACH| 82.95000 3566.85| 79.00000 3397.00| 79.00000 3397.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 57500.00000 57500.00| 60000.00000 60000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0038 802-91122 3.000 EACH| 50.00000 150.00| 160.00000 480.00| 160.00000 480.00 SIGN, GROUND MOUNTED, RESET | | | 0039 804-06771 50.000 EACH| 34.65000 1732.50| 22.40000 1120.00| 23.00000 1150.00 DELINEATOR POST, FLEXIBLE | | | 0040 804-76420 7.000 EACH| 236.25000 1653.75| 91.00000 637.00| 95.00000 665.00 MARKER TYPE 3, (W59 L) WITH POST | | | 0041 805-92951 1.000 EACH| 200.00000 200.00| 750.00000 750.00| 350.00000 350.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-06702 51.000 m | 2.63000 134.13| 2.50000 127.50| 3.60000 183.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0043 808-06712 3550.000 m | 0.14000 497.00| 0.13000 461.50| 0.14000 497.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0044 808-06713 35206.000 m | 0.14000 4928.84| 0.13000 4576.78| 0.14000 4928.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-06714 10932.000 m | 0.14000 1530.48| 0.13000 1421.16| 0.14000 1530.48 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-75297 32.900 m | 11.29000 371.44| 10.75000 353.68| 13.50000 444.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0047 808-75996 919.000 EACH| 3.00000 2757.00| 4.50000 4135.50| 3.50000 3216.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 919.000 EACH| 23.63000 21715.97| 22.50000 20677.50| 23.00000 21137.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 305-05206 24725.000 Mg | 28.00000 692300.00| 30.50000 754112.50| 35.00000 865375.00 WIDENING WITH HMA | | | 0050 621-01004 1.000 EACH| 262.50000 262.50| 5000.00000 5000.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06553 809.400 kg | 9.53000 7713.58| 1.00000 809.40| 9.08000 7349.35 SEED MIXTURE, R | | | 0052 621-06565 191.700 Mg | 546.00000 104668.20| 10.00000 1917.00| 520.00000 99684.00 MULCHING MATERIAL | | | 0053 621-06545 38.400 Mg | 709.80000 27256.32| 10.00000 384.00| 676.00000 25958.40 FERTILIZER | | | SECTION TOTALS | $ 2,593,016.23| $ 2,683,907.47| $ 3,193,654.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,593,016.23| $ 2,683,907.47| $ 3,193,654.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,152,441.88 ROUTE : 218 AND 1 CALL ORDER : 420 CONTRACT ID : RS-24818-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,858,694.18 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 1,877,585.38 101.0163% 3 35-1139301 E & B PAVING, INC. $ 1,881,008.41 101.2005% 4 35-1145884 L I C A CONSTRUCTION $ 2,016,208.61 108.4744% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1139301 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |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 | 1260.00000 7560.00| 1650.00000 9900.00| 1700.00000 10200.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 92000.00000 92000.00| 92000.00000 92000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1100.000 m2 | 3.10000 3410.00| 6.50000 7150.00| 4.25000 4675.00 SURFACE MILLING, ASPHALT | | | 0004 202-91385 1.000 EACH| 275.00000 275.00| 500.00000 500.00| 380.00000 380.00 INLET, REMOVE | | | 0005 202-96133 12.000 m | 25.75000 309.00| 35.00000 420.00| 34.00000 408.00 PIPE, REMOVE | | | 0006 202-98488 1.000 EACH| 85.00000 85.00| 125.00000 125.00| 55.00000 55.00 PIPE END SECTION, REMOVE | | | 0007 203-02070 240.000 m3 | 78.48000 18835.20| 17.00000 4080.00| 21.00000 5040.00 BORROW | | | 0008 303-04095 7300.000 Mg | 13.12000 95776.00| 9.00000 65700.00| 13.50000 98550.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0009 305-05204 400.000 Mg | 63.93000 25572.00| 75.00000 30000.00| 75.00000 30000.00 HMA FOR PATCHING | | | 0010 305-05206 340.000 Mg | 34.48000 11723.20| 58.00000 19720.00| 75.00000 25500.00 WIDENING WITH HMA | | | 0011 305-05731 16500.000 Mg | 30.38000 501270.00| 30.00000 495000.00| 29.75000 490875.00 WIDENING WITH QC/QA HMA | | | 0012 401-05455 15300.000 Mg | 28.46000 435438.00| 22.00000 336600.00| 26.50000 405450.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 11500.000 Mg | 32.51000 373865.00| 38.00000 437000.00| 33.00000 379500.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,152,441.88 ROUTE : 218 AND 1 CALL ORDER : 420 CONTRACT ID : RS-24818-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1139301 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05495 4200.000 Mg | 31.21000 131082.00| 33.00000 138600.00| 37.00000 155400.00 HMA WEDGE AND LEVEL | | | 0015 406-05520 86.000 Mg | 203.93000 17537.98| 185.00000 15910.00| 165.00000 14190.00 ASPHALT FOR TACK COAT | | | 0016 605-06140 100.000 m | 67.19000 6719.00| 71.00000 7100.00| 65.00000 6500.00 CURB AND GUTTER, CONCRETE | | | 0017 608-04396 35.000 EACH| 55.00000 1925.00| 70.00000 2450.00| 50.00000 1750.00 SHOULDER DRAIN | | | 0018 610-05527 1538.000 Mg | 50.16000 77146.08| 40.00000 61520.00| 60.00000 92280.00 HMA FOR APPROACHES | | | 0019 615-06520 13.000 EACH| 250.00000 3250.00| 270.00000 3510.00| 150.00000 1950.00 MONUMENT, RE-ESTABLISH | | | 0020 621-06574 500.000 m2 | 9.45000 4725.00| 9.45000 4725.00| 7.50000 3750.00 SODDING | | | 0021 715-05595 37.000 m | 87.20000 3226.40| 140.00000 5180.00| 85.00000 3145.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0022 720-44000 1.000 EACH| 335.00000 335.00| 350.00000 350.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0023 720-45005 1.000 EACH| 1625.00000 1625.00| 2000.00000 2000.00| 1500.00000 1500.00 INLET, A2 | | | 0025 801-06203 4354.000 m | 1.31000 5703.74| 0.30000 1306.20| 0.50000 2177.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 2100.000 m | 1.72000 3612.00| 1.55000 3255.00| 2.00000 4200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 53.000 EACH| 75.00000 3975.00| 79.00000 4187.00| 85.00000 4505.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 900.00000 900.00| 95000.00000 95000.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0030 808-06713 37626.000 m | 0.13000 4891.38| 0.14000 5267.64| 0.13000 4891.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0031 808-75240 4780.000 m | 0.80000 3824.00| 0.76000 3632.80| 0.79500 3800.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75297 12.000 m | 15.00000 180.00| 16.00000 192.00| 15.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75340 2.000 EACH| 275.00000 550.00| 370.85000 741.70| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0035 808-75245 2254.000 m | 0.80000 1803.20| 0.76000 1713.04| 0.79500 1791.93 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,152,441.88 ROUTE : 218 AND 1 CALL ORDER : 420 CONTRACT ID : RS-24818-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1139301 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75998 910.000 EACH| 21.50000 19565.00| 25.00000 22750.00| 21.50000 19565.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | SECTION TOTALS | $ 1,858,694.18| $ 1,877,585.38| $ 1,881,008.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,858,694.18| $ 1,877,585.38| $ 1,881,008.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,152,441.88 ROUTE : 218 AND 1 CALL ORDER : 420 CONTRACT ID : RS-24818-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 105-01925 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 91500.00000 91500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1100.000 m2 | 4.20000 4620.00| | SURFACE MILLING, ASPHALT | | | 0004 202-91385 1.000 EACH| 145.00000 145.00| | INLET, REMOVE | | | 0005 202-96133 12.000 m | 18.40000 220.80| | PIPE, REMOVE | | | 0006 202-98488 1.000 EACH| 74.00000 74.00| | PIPE END SECTION, REMOVE | | | 0007 203-02070 240.000 m3 | 22.00000 5280.00| | BORROW | | | 0008 303-04095 7300.000 Mg | 10.90000 79570.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0009 305-05204 400.000 Mg | 68.70000 27480.00| | HMA FOR PATCHING | | | 0010 305-05206 340.000 Mg | 42.50000 14450.00| | WIDENING WITH HMA | | | 0011 305-05731 16500.000 Mg | 34.00000 561000.00| | WIDENING WITH QC/QA HMA | | | 0012 401-05455 15300.000 Mg | 32.00000 489600.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 11500.000 Mg | 35.00000 402500.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 4200.000 Mg | 33.50000 140700.00| | HMA WEDGE AND LEVEL | | | 0015 406-05520 86.000 Mg | 205.00000 17630.00| | ASPHALT FOR TACK COAT | | | 0016 605-06140 100.000 m | 50.00000 5000.00| | CURB AND GUTTER, CONCRETE | | | 0017 608-04396 35.000 EACH| 60.00000 2100.00| | SHOULDER DRAIN | | | 0018 610-05527 1538.000 Mg | 50.00000 76900.00| | HMA FOR APPROACHES | | | 0019 615-06520 13.000 EACH| 200.00000 2600.00| | MONUMENT, RE-ESTABLISH | | | 0020 621-06574 500.000 m2 | 9.45000 4725.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,152,441.88 ROUTE : 218 AND 1 CALL ORDER : 420 CONTRACT ID : RS-24818-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 715-05595 37.000 m | 148.50000 5494.50| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0022 720-44000 1.000 EACH| 200.00000 200.00| | CASTING, ADJUST TO GRADE | | | 0023 720-45005 1.000 EACH| 1350.00000 1350.00| | INLET, A2 | | | 0025 801-06203 4354.000 m | 0.85000 3700.90| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 2100.000 m | 1.85000 3885.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 53.000 EACH| 85.00000 4505.00| | CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 31200.00000 31200.00| | MAINTAINING TRAFFIC | | | 0030 808-06713 37626.000 m | 0.13000 4891.38| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0031 808-75240 4780.000 m | 0.79500 3800.10| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75297 12.000 m | 15.00000 180.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75340 2.000 EACH| 275.00000 550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0035 808-75245 2254.000 m | 0.79500 1791.93| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0036 808-75998 910.000 EACH| 21.50000 19565.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | SECTION TOTALS | $ 2,016,208.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,016,208.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,705,348.45 ROUTE : 37 CALL ORDER : 430 CONTRACT ID : RS-24821-A COUNTIES : ALLEN LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/03/00 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 $ 3,375,290.36 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 3,581,409.20 106.1066% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | 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 | 1090.00000 9810.00| 800.00000 7200.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 168000.00000 168000.00| 280000.00000 280000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 25300.000 m2 | 0.61000 15433.00| 0.65000 16445.00| SURFACE MILLING, ASPHALT | | | 0004 203-90014 22.487 STA | 1834.41000 41250.38| 1500.00000 33730.50| LINEAR GRADING WITH RECYCLED ASPHALT | | | PAVEMENT | | | 0005 305-05731 31550.000 Mg | 25.69000 810519.50| 31.00000 978050.00| WIDENING WITH QC/QA HMA , SHOULDER, PG | | | 64-22 | | | 0006 305-06083 2500.000 Mg | 74.80000 187000.00| 71.00000 177500.00| HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0007 401-05454 23800.000 Mg | 28.66000 682108.00| 27.00000 642600.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 14840.000 Mg | 41.60000 617344.00| 47.50000 704900.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05464 460.000 Mg | 41.60000 19136.00| 47.50000 21850.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0011 401-06264 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0012 406-05520 125.000 Mg | 209.43000 26178.75| 85.00000 10625.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 4000.000 Mg | 44.43000 177720.00| 40.00000 160000.00| HMA FOR APPROACHES | | | 0014 610-06460 10500.000 Mg | 5.51000 57855.00| 14.50000 152250.00| COMPACTED AGGREGATE, O, 53 | | | 0015 615-06520 10.000 EACH| 245.00000 2450.00| 310.00000 3100.00| MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,705,348.45 ROUTE : 37 CALL ORDER : 430 CONTRACT ID : RS-24821-A COUNTIES : ALLEN LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 616-02281 70.000 m3 | 145.33000 10173.10| 140.00000 9800.00| GROUT FOR RIPRAP | | | 0017 616-02320 630.000 m2 | 3.73000 2349.90| 3.25000 2047.50| GEOTEXTILES | | | 0018 616-06415 630.000 m2 | 27.39000 17255.70| 25.50000 16065.00| RIPRAP, HAND LAID, 300 mm | | | 0019 715-05908 3.660 m | 608.62000 2227.55| 1500.00000 5490.00| PIPE EXTENSION, CIRCULAR, 1500 mm 1.63 | | | mm THICKNESS | | | 0020 720-44000 2.000 EACH| 360.00000 720.00| 450.00000 900.00| CASTING, ADJUST TO GRADE | | | 0021 801-06203 27300.000 m | 0.36000 9828.00| 0.33000 9009.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06207 2212.000 m | 2.79000 6171.48| 2.60000 5751.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 47.000 EACH| 85.00000 3995.00| 103.00000 4841.00| CONSTRUCTION SIGN, A | | | 0024 801-06645 2.000 EACH| 45.00000 90.00| 1.00000 2.00| CONSTRUCTION SIGN, B | | | 0025 801-06775 LUMP| 369465.00000 369465.00| 195000.00000 195000.00| MAINTAINING TRAFFIC | | | 0026 804-06771 200.000 EACH| 17.90000 3580.00| 17.90000 3580.00| DELINEATOR POST, FLEXIBLE | | | 0030 808-75297 7.000 m | 15.00000 105.00| 16.00000 112.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0031 808-75340 2.000 EACH| 450.00000 900.00| 463.00000 926.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR FOR RAILROAD | | | CROSSINGS | | | 0032 808-75996 1500.000 EACH| 2.00000 3000.00| 3.65000 5475.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 1500.000 EACH| 18.55000 27825.00| 22.90000 34350.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 808-04896 5000.000 m | 1.15000 5750.00| 1.19000 5950.00| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0035 808-03631 47000.000 m | 1.15000 54050.00| 1.18000 55460.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0036 808-03632 20000.000 m | 1.15000 23000.00| 1.17000 23400.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,705,348.45 ROUTE : 37 CALL ORDER : 430 CONTRACT ID : RS-24821-A COUNTIES : ALLEN LETTING DATE : 03/21/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,375,290.36| $ 3,581,409.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,375,290.36| $ 3,581,409.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 134,855.00 ROUTE : US 40 CALL ORDER : 440 CONTRACT ID : RS-24838-A COUNTIES : WAYNE LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 111,492.95 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 2100.00000 8400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3350.00000 3350.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5500.00000 5500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 10500.000 m2 | 1.95000 20475.00| | SURFACE MILLING, ASPHALT | | | 0005 401-05457 950.000 Mg | 49.95000 47452.50| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0006 406-05520 3.000 Mg | 275.00000 825.00| | ASPHALT FOR TACK COAT | | | 0007 610-05527 85.000 Mg | 98.00000 8330.00| | HMA FOR APPROACHES | | | 0008 720-44000 9.000 EACH| 399.85000 3598.65| | CASTING, ADJUST TO GRADE | | | 0009 801-06203 100.000 m | 2.00000 200.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0010 801-06207 100.000 m | 6.50000 650.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 18.000 EACH| 65.10000 1171.80| | CONSTRUCTION SIGN, A | | | 0012 801-06710 50.000 DAY | 22.00000 1100.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 5500.00000 5500.00| | MAINTAINING TRAFFIC | | | 0014 808-75245 1100.000 m | 1.80000 1980.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 134,855.00 ROUTE : US 40 CALL ORDER : 440 CONTRACT ID : RS-24838-A COUNTIES : WAYNE LETTING DATE : 03/21/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 200.000 m | 10.00000 2000.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0016 808-75300 400.000 m | 2.40000 960.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 111,492.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 111,492.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,112,762.71 ROUTE : 3 CALL ORDER : 450 CONTRACT ID : RS-24884-A COUNTIES : HENRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,998,743.62 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,114,220.00 105.7774% 3 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,132,396.60 106.6868% 4 35-1139301 E & B PAVING, INC. $ 2,149,866.91 107.5609% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,188,867.69 159.5436% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1136349 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 10.000 MOS | 1000.00000 10000.00| 2100.00000 21000.00| 1140.69000 11406.90 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3937.50000 3937.50| 3500.00000 3500.00| 30476.66000 30476.66 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85000.00000 85000.00| 71140.48000 71140.48| 106000.00000 106000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 211-02060 5.000 m3 | 52.47000 262.35| 70.00000 350.00| 57.19000 285.95 B BORROW FOR STRUCTURE BACKFILL | | | 0005 305-06082 10.000 Mg | 141.31000 1413.10| 200.00000 2000.00| 122.12000 1221.20 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 305-93341 8706.000 m | 2.48000 21590.88| 3.00000 26118.00| 3.77000 32821.62 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | (CONCRETE TO ASPHALT) | | | 0007 305-93341 4660.000 m | 4.31000 20084.60| 3.75000 17475.00| 4.07000 18966.20 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0008 305-93342 5400.000 m | 5.17000 27918.00| 3.75000 20250.00| 4.13000 22302.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0010 501-05240 1480.000 m | 18.00000 26640.00| 25.00000 37000.00| 28.43000 42076.40 CONTRACTION JOINT, D1 | | | 0011 506-06333 19836.300 m2 | 84.00000 1666249.20| 90.00000 1785267.00| 86.50000 1715839.95 PCCP PATCHING, FULL DEPTH | | | 0012 605-03656 606.000 m | 64.00000 38784.00| 58.00000 35148.00| 50.14000 30384.84 CURB, CONCRETE, REPAIR (BARRIER CURB, | | | INTEGRAL) | | | 0013 612-04315 5.400 Mg | 695.00000 3753.00| 1400.00000 7560.00| 1611.87000 8704.10 ASPHALT MATERIAL FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,112,762.71 ROUTE : 3 CALL ORDER : 450 CONTRACT ID : RS-24884-A COUNTIES : HENRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1136349 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 612-60410 96.000 EACH| 7.50000 720.00| 35.00000 3360.00| 38.86000 3730.56 DRILLED HOLE FOR UNDERSEAL | | | 0015 715-05217 6.000 m | 98.88000 593.28| 225.00000 1350.00| 139.83000 838.98 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0016 720-03129 1.000 EACH| 237.16000 237.16| 670.00000 670.00| 393.55000 393.55 INLET AND CASTING, RESET | | | 0017 720-44000 10.000 EACH| 237.16000 2371.60| 450.00000 4500.00| 361.26000 3612.60 CASTING, ADJUST TO GRADE (Curb Inlets) | | | 0018 720-44000 1.000 EACH| 237.16000 237.16| 450.00000 450.00| 456.62000 456.62 CASTING, ADJUST TO GRADE (MANHOLE) | | | 0019 720-44025 1.000 EACH| 519.09000 519.09| 620.00000 620.00| 634.26000 634.26 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | (Undistr. Quan.) | | | 0020 720-44045 10.000 EACH| 643.72000 6437.20| 650.00000 6500.00| 734.69000 7346.90 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0021 720-45005 1.000 EACH| 1251.14000 1251.14| 1400.00000 1400.00| 1460.37000 1460.37 INLET, A2 | | | 0022 801-06207 1742.000 m | 2.02000 3518.84| 3.60000 6271.20| 2.04000 3553.68 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 43.000 EACH| 105.00000 4515.00| 105.00000 4515.00| 111.02000 4773.86 CONSTRUCTION SIGN, A | | | 0024 801-06710 180.000 DAY | 18.10000 3258.00| 18.00000 3240.00| 14.58000 2624.40 FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 58500.00000 58500.00| 44000.00000 44000.00| 71449.20000 71449.20 MAINTAINING TRAFFIC | | | 0026 805-78470 240.000 m | 2.63000 631.20| 1.60000 384.00| 1.67000 400.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 1.000 EACH| 840.00000 840.00| 920.00000 920.00| 943.68000 943.68 SIGNAL DETECTOR HOUSING | | | 0028 805-78795 60.000 m | 47.25000 2835.00| 43.00000 2580.00| 44.41000 2664.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-03002 2177.000 m | 1.25000 2721.25| 1.25000 2721.25| 1.32000 2873.64 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0030 808-06711 1088.000 m | 0.17000 184.96| 0.17000 184.96| 0.18000 195.84 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0031 808-06712 2177.000 m | 0.17000 370.09| 0.17000 370.09| 0.18000 391.86 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06714 8706.000 m | 0.17000 1480.02| 0.17000 1480.02| 0.18000 1567.08 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-74805 50.000 m | 8.40000 420.00| 8.50000 425.00| 8.88000 444.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,112,762.71 ROUTE : 3 CALL ORDER : 450 CONTRACT ID : RS-24884-A COUNTIES : HENRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1136349 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75320 20.000 EACH| 47.25000 945.00| 47.00000 940.00| 49.96000 999.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 10.000 EACH| 52.50000 525.00| 53.00000 530.00| 55.51000 555.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,998,743.62| $ 2,114,220.00| $ 2,132,396.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,998,743.62| $ 2,114,220.00| $ 2,132,396.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,112,762.71 ROUTE : 3 CALL ORDER : 450 CONTRACT ID : RS-24884-A COUNTIES : HENRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-2040801 | |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 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 10.000 MOS | 2150.00000 21500.00| 1200.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3400.00000 3400.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 104000.00000 104000.00| 159000.00000 159000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 211-02060 5.000 m3 | 121.00000 605.00| 100.00000 500.00| B BORROW FOR STRUCTURE BACKFILL | | | 0005 305-06082 10.000 Mg | 200.00000 2000.00| 250.00000 2500.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 305-93341 8706.000 m | 2.47000 21503.82| 3.45000 30035.70| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | (CONCRETE TO ASPHALT) | | | 0007 305-93341 4660.000 m | 4.50000 20970.00| 3.45000 16077.00| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0008 305-93342 5400.000 m | 4.70000 25380.00| 2.75000 14850.00| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0010 501-05240 1480.000 m | 21.27000 31479.60| 43.00000 63640.00| CONTRACTION JOINT, D1 | | | 0011 506-06333 19836.300 m2 | 91.00000 1805103.30| 140.00000 2777082.00| PCCP PATCHING, FULL DEPTH | | | 0012 605-03656 606.000 m | 76.50000 46359.00| 32.00000 19392.00| CURB, CONCRETE, REPAIR (BARRIER CURB, | | | INTEGRAL) | | | 0013 612-04315 5.400 Mg | 695.00000 3753.00| 695.00000 3753.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0014 612-60410 96.000 EACH| 7.50000 720.00| 7.50000 720.00| DRILLED HOLE FOR UNDERSEAL | | | 0015 715-05217 6.000 m | 100.00000 600.00| 170.00000 1020.00| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0016 720-03129 1.000 EACH| 1020.00000 1020.00| 2400.00000 2400.00| INLET AND CASTING, RESET | | | 0017 720-44000 10.000 EACH| 110.00000 1100.00| 450.00000 4500.00| CASTING, ADJUST TO GRADE (Curb Inlets) | | | 0018 720-44000 1.000 EACH| 110.00000 110.00| 675.00000 675.00| CASTING, ADJUST TO GRADE (MANHOLE) | | | 0019 720-44025 1.000 EACH| 305.00000 305.00| 885.00000 885.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | (Undistr. Quan.) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/29/00 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,112,762.71 ROUTE : 3 CALL ORDER : 450 CONTRACT ID : RS-24884-A COUNTIES : HENRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-2040801 | |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 720-44045 10.000 EACH| 430.00000 4300.00| 1000.00000 10000.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0021 720-45005 1.000 EACH| 1725.00000 1725.00| 2150.00000 2150.00| INLET, A2 | | | 0022 801-06207 1742.000 m | 4.60000 8013.20| 4.00000 6968.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 43.000 EACH| 100.00000 4300.00| 100.00000 4300.00| CONSTRUCTION SIGN, A | | | 0024 801-06710 180.000 DAY | 15.00000 2700.00| 25.00000 4500.00| FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 30000.00000 30000.00| 39000.00000 39000.00| MAINTAINING TRAFFIC | | | 0026 805-78470 240.000 m | 3.80000 912.00| 3.80000 912.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 1.000 EACH| 532.00000 532.00| 532.00000 532.00| SIGNAL DETECTOR HOUSING | | | 0028 805-78795 60.000 m | 19.50000 1170.00| 19.50000 1170.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-03002 2177.000 m | 1.19000 2590.63| 1.19000 2590.63| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0030 808-06711 1088.000 m | 0.16000 174.08| 0.16000 174.08| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0031 808-06712 2177.000 m | 0.16000 348.32| 0.16000 348.32| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06714 8706.000 m | 0.16000 1392.96| 0.16000 1392.96| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-74805 50.000 m | 8.00000 400.00| 8.00000 400.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0034 808-75320 20.000 EACH| 45.00000 900.00| 45.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 10.000 EACH| 50.00000 500.00| 50.00000 500.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,149,866.91| $ 3,188,867.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,149,866.91| $ 3,188,867.69| ====================================================================================================================================