INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 400000Y SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 225,977.38 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 239,707.07 106.0756% 3 35-1065659 BROOKS CONSTRUCTION $ 270,513.24 119.7081% 4 35-1489621 HRP CONSTRUCTION, INC. $ 313,732.05 138.8333% 5 35-1139301 E & B PAVING, INC. $ 327,719.19 145.0230% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACT, PAVEMENT AND STORM SEWER | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1325.00000 7950.00| 500.00000 3000.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 11500.00000 11500.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 71.000 STA | 1.00000 71.00| 2.00000 142.00| 50.00000 3550.00 CLEARING AND GRUBBING | | | 0005 202-02240 294.000 m2 | 6.00000 1764.00| 2.00000 588.00| 13.00000 3822.00 PAVEMENT REMOVAL | | | 0006 202-02276 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 160.00000 160.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02279 11.000 m | 22.00000 242.00| 10.00000 110.00| 25.00000 275.00 CURB AND GUTTER, REMOVE | | | 0008 202-02928 1.000 EACH| 481.00000 481.00| 200.00000 200.00| 120.00000 120.00 CATCH BASIN, REMOVE | | | 0009 202-86946 1.000 EACH| 280.00000 280.00| 280.00000 280.00| 280.00000 280.00 HANDHOLE, REMOVE | | | 0010 202-90277 2.000 EACH| 240.00000 480.00| 200.00000 400.00| 240.00000 480.00 DETECTOR HOUSING, REMOVE | | | 0011 202-94810 1.000 EACH| 300.00000 300.00| 250.00000 250.00| 160.00000 160.00 CURB TURNOUT, REMOVE | | | 0012 202-96133 66.000 m | 40.40000 2666.40| 10.00000 660.00| 20.00000 1320.00 PIPE, REMOVE | | | 0013 202-98488 5.000 EACH| 205.00000 1025.00| 100.00000 500.00| 50.00000 250.00 PIPE END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-98488 2.000 EACH| 884.00000 1768.00| 200.00000 400.00| 275.00000 550.00 PIPE END SECTION, REMOVE AND RESET | | | 0015 203-02000 35.000 m3 | 30.00000 1050.00| 100.00000 3500.00| 61.00000 2135.00 EXCAVATION, COMMON | | | 0016 203-02070 205.000 m3 | 10.00000 2050.00| 5.00000 1025.00| 25.00000 5125.00 BORROW | | | 0017 211-02050 26.000 m3 | 31.00000 806.00| 30.00000 780.00| 46.00000 1196.00 B BORROW | | | 0018 213-52830 308.000 m3 | 72.00000 22176.00| 65.00000 20020.00| 80.00000 24640.00 FLOWABLE MORTAR | | | 0019 301-07448 81.000 Mg | 18.00000 1458.00| 50.00000 4050.00| 45.00000 3645.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 304-07491 130.000 Mg | 45.00000 5850.00| 50.00000 6500.00| 60.00000 7800.00 HMA PATCHING, TYPE C | | | 0021 306-08039 2715.000 m2 | 4.00000 10860.00| 6.00000 16290.00| 5.75000 15611.25 MILLING, ASPHALT REMOVAL | | | 0022 401-06264 LUMP| 2000.00000 2000.00| 500.00000 500.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0023 401-07329 283.000 Mg | 60.00000 16980.00| 75.00000 21225.00| 70.00000 19810.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0024 401-07399 444.000 Mg | 52.00000 23088.00| 75.00000 33300.00| 60.00000 26640.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0025 401-07414 135.000 Mg | 52.00000 7020.00| 75.00000 10125.00| 45.00000 6075.00 QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0026 406-05521 6090.000 m2 | 0.20000 1218.00| 0.01000 60.90| 0.20000 1218.00 ASPHALT FOR TACK COAT | | | 0027 506-06333 5.000 m2 | 60.00000 300.00| 200.00000 1000.00| 310.00000 1550.00 PCCP PATCHING, FULL DEPTH | | | 0028 605-06150 65.000 m | 60.00000 3900.00| 25.00000 1625.00| 65.00000 4225.00 CURB AND GUTTER, C, CONCRETE | | | 0029 605-06155 10.000 m | 60.00000 600.00| 25.00000 250.00| 93.00000 930.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-96305 24.000 m | 60.00000 1440.00| 25.00000 600.00| 76.00000 1824.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0031 611-05330 148.000 m2 | 36.00000 5328.00| 30.00000 4440.00| 50.00000 7400.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-95023 1.000 EACH| 250.00000 250.00| 100.00000 100.00| 40.00000 40.00 MAILBOX ASSEMBLY, RESET | | | 0033 615-06500 1.000 EACH| 400.00000 400.00| 250.00000 250.00| 385.00000 385.00 MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 4.500 Mg | 179.00000 805.50| 110.00000 495.00| 200.00000 900.00 RIPRAP, REVETMENT | | | 0035 621-06575 1060.000 m2 | 4.75000 5035.00| 4.75000 5035.00| 3.95000 4187.00 SODDING, NURSERY | | | 0036 715-05149 10.400 m | 163.75000 1703.00| 250.00000 2600.00| 175.00000 1820.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 16.000 m | 92.20000 1475.20| 120.00000 1920.00| 60.00000 960.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-05152 45.400 m | 95.20000 4322.08| 85.00000 3859.00| 90.00000 4086.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05154 145.000 m | 103.95000 15072.75| 110.00000 15950.00| 105.00000 15225.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0040 715-05155 42.200 m | 123.50000 5211.70| 140.00000 5908.00| 120.00000 5064.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0041 715-05169 30.000 m | 92.50000 2775.00| 85.00000 2550.00| 66.00000 1980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46025 1.000 EACH| 900.00000 900.00| 500.00000 500.00| 550.00000 550.00 PIPE END SECTION, 675 mm | | | 0043 720-45030 1.000 EACH| 1521.00000 1521.00| 1200.00000 1200.00| 1100.00000 1100.00 INLET, E7 | | | 0044 720-45410 7.000 EACH| 1585.00000 11095.00| 1300.00000 9100.00| 1850.00000 12950.00 MANHOLE, C4 | | | 0045 720-91973 1.000 EACH| 2350.00000 2350.00| 2900.00000 2900.00| 2100.00000 2100.00 MANHOLE, H4 | | | 0046 720-98174 8.000 EACH| 1495.00000 11960.00| 1900.00000 15200.00| 1950.00000 15600.00 INLET, B15 | | | 0047 801-06203 918.000 m | 0.66000 605.88| 0.65000 596.70| 0.76000 697.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0048 801-06207 1468.000 m | 2.40000 3523.20| 2.65000 3890.20| 2.59000 3802.12 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06211 2.000 EACH| 200.00000 400.00| 35.00000 70.00| 38.00000 76.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0050 801-06212 2.000 EACH| 200.00000 400.00| 39.00000 78.00| 58.00000 116.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0051 801-06216 7.750 m | 4.00000 31.00| 3.90000 30.23| 6.65000 51.54 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0052 801-06218 15.000 m | 36.00000 540.00| 15.90000 238.50| 15.54000 233.10 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06710 60.000 DAY | 10.00000 600.00| 11.00000 660.00| 10.00000 600.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 8000.00000 8000.00| 7520.00000 7520.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0055 802-07060 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 70.00000 70.00 SIGN, SHEET, RELOCATE | | | 0056 802-91122 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 0.01000 0.01 SIGN, GROUND MOUNTED, RESET | | | 0057 805-01842 3.000 EACH| 780.00000 2340.00| 780.00000 2340.00| 780.00000 2340.00 HANDHOLE, SIGNAL | | | 0058 805-06592 9.000 m | 50.00000 450.00| 50.00000 450.00| 50.00000 450.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0059 805-78746 12.000 m | 70.00000 840.00| 70.00000 840.00| 70.00000 840.00 PREFORMED LOOP DETECTORS | | | 0060 805-96014 130.000 m | 6.00000 780.00| 3.50000 455.00| 8.00000 1040.00 SAW CUT, FULL DEPTH | | | 0061 807-98690 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 HANDHOLE ADJUSTED TO GRADE | | | 0062 808-06701 410.250 m | 1.28000 525.12| 0.95000 389.74| 0.95000 389.74 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0063 808-06703 510.750 m | 1.28000 653.76| 0.95000 485.21| 0.95000 485.21 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-75245 425.750 m | 1.28000 544.96| 0.95000 404.46| 0.95000 404.46 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75278 48.250 m | 3.96000 191.07| 7.00000 337.75| 7.00000 337.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0066 808-75297 36.250 m | 7.69000 278.76| 13.50000 489.38| 13.50000 489.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0067 808-75320 4.000 EACH| 39.00000 156.00| 60.00000 240.00| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0068 808-75325 2.000 EACH| 89.00000 178.00| 80.00000 160.00| 80.00000 160.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0069 808-75996 64.000 EACH| 6.00000 384.00| 10.00000 640.00| 7.00000 448.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75998 64.000 EACH| 52.00000 3328.00| 36.00000 2304.00| 36.00000 2304.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 225,977.38| $ 239,707.07| $ 270,513.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,977.38| $ 239,707.07| $ 270,513.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1139301 | |HRP CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACT, PAVEMENT AND STORM SEWER | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 16350.00000 16350.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 71.000 STA | 1.00000 71.00| 120.00000 8520.00| CLEARING AND GRUBBING | | | 0005 202-02240 294.000 m2 | 40.00000 11760.00| 30.00000 8820.00| PAVEMENT REMOVAL | | | 0006 202-02276 1.000 EACH| 200.00000 200.00| 590.00000 590.00| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02279 11.000 m | 60.00000 660.00| 80.00000 880.00| CURB AND GUTTER, REMOVE | | | 0008 202-02928 1.000 EACH| 200.00000 200.00| 590.00000 590.00| CATCH BASIN, REMOVE | | | 0009 202-86946 1.000 EACH| 280.00000 280.00| 325.00000 325.00| HANDHOLE, REMOVE | | | 0010 202-90277 2.000 EACH| 240.00000 480.00| 200.00000 400.00| DETECTOR HOUSING, REMOVE | | | 0011 202-94810 1.000 EACH| 200.00000 200.00| 295.00000 295.00| CURB TURNOUT, REMOVE | | | 0012 202-96133 66.000 m | 40.00000 2640.00| 32.00000 2112.00| PIPE, REMOVE | | | 0013 202-98488 5.000 EACH| 100.00000 500.00| 120.00000 600.00| PIPE END SECTION, REMOVE | | | 0014 202-98488 2.000 EACH| 200.00000 400.00| 180.00000 360.00| PIPE END SECTION, REMOVE AND RESET | | | 0015 203-02000 35.000 m3 | 35.00000 1225.00| 26.00000 910.00| EXCAVATION, COMMON | | | 0016 203-02070 205.000 m3 | 35.00000 7175.00| 25.00000 5125.00| BORROW | | | 0017 211-02050 26.000 m3 | 40.00000 1040.00| 25.00000 650.00| B BORROW | | | 0018 213-52830 308.000 m3 | 50.00000 15400.00| 130.00000 40040.00| FLOWABLE MORTAR | | | 0019 301-07448 81.000 Mg | 30.00000 2430.00| 32.00000 2592.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1139301 | |HRP CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 304-07491 130.000 Mg | 60.00000 7800.00| 120.00000 15600.00| HMA PATCHING, TYPE C | | | 0021 306-08039 2715.000 m2 | 5.75000 15611.25| 5.00000 13575.00| MILLING, ASPHALT REMOVAL | | | 0022 401-06264 LUMP| 500.00000 500.00| 500.00000 500.00| PROFILOGRAPH, HMA | | | 0023 401-07329 283.000 Mg | 70.00000 19810.00| 79.00000 22357.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0024 401-07399 444.000 Mg | 60.00000 26640.00| 61.00000 27084.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0025 401-07414 135.000 Mg | 45.00000 6075.00| 85.00000 11475.00| QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0026 406-05521 6090.000 m2 | 0.20000 1218.00| 0.10000 609.00| ASPHALT FOR TACK COAT | | | 0027 506-06333 5.000 m2 | 190.00000 950.00| 320.00000 1600.00| PCCP PATCHING, FULL DEPTH | | | 0028 605-06150 65.000 m | 63.00000 4095.00| 90.00000 5850.00| CURB AND GUTTER, C, CONCRETE | | | 0029 605-06155 10.000 m | 80.00000 800.00| 150.00000 1500.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-96305 24.000 m | 71.00000 1704.00| 115.00000 2760.00| CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0031 611-05330 148.000 m2 | 40.00000 5920.00| 60.00000 8880.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 611-95023 1.000 EACH| 80.00000 80.00| 345.00000 345.00| MAILBOX ASSEMBLY, RESET | | | 0033 615-06500 1.000 EACH| 350.00000 350.00| 625.00000 625.00| MONUMENT, A | | | 0034 616-06405 4.500 Mg | 80.00000 360.00| 140.00000 630.00| RIPRAP, REVETMENT | | | 0035 621-06575 1060.000 m2 | 4.75000 5035.00| 4.75000 5035.00| SODDING, NURSERY | | | 0036 715-05149 10.400 m | 80.00000 832.00| 120.00000 1248.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 16.000 m | 85.00000 1360.00| 127.00000 2032.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-05152 45.400 m | 95.00000 4313.00| 130.00000 5902.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05154 145.000 m | 105.00000 15225.00| 158.00000 22910.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1139301 | |HRP CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05155 42.200 m | 125.00000 5275.00| 165.00000 6963.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0041 715-05169 30.000 m | 83.00000 2490.00| 130.00000 3900.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46025 1.000 EACH| 600.00000 600.00| 530.00000 530.00| PIPE END SECTION, 675 mm | | | 0043 720-45030 1.000 EACH| 3850.00000 3850.00| 1065.00000 1065.00| INLET, E7 | | | 0044 720-45410 7.000 EACH| 4650.00000 32550.00| 1570.00000 10990.00| MANHOLE, C4 | | | 0045 720-91973 1.000 EACH| 6450.00000 6450.00| 4100.00000 4100.00| MANHOLE, H4 | | | 0046 720-98174 8.000 EACH| 5150.00000 41200.00| 2000.00000 16000.00| INLET, B15 | | | 0047 801-06203 918.000 m | 0.75000 688.50| 0.65000 596.70| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0048 801-06207 1468.000 m | 2.59000 3802.12| 2.65000 3890.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06211 2.000 EACH| 38.00000 76.00| 35.00000 70.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0050 801-06212 2.000 EACH| 58.00000 116.00| 39.00000 78.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0051 801-06216 7.750 m | 6.65000 51.54| 3.90000 30.23| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0052 801-06218 15.000 m | 15.54000 233.10| 15.90000 238.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0053 801-06710 60.000 DAY | 10.00000 600.00| 11.00000 660.00| FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 8000.00000 8000.00| 9000.00000 9000.00| MAINTAINING TRAFFIC | | | 0055 802-07060 1.000 EACH| 100.00000 100.00| 130.00000 130.00| SIGN, SHEET, RELOCATE | | | 0056 802-91122 1.000 EACH| 100.00000 100.00| 130.00000 130.00| SIGN, GROUND MOUNTED, RESET | | | 0057 805-01842 3.000 EACH| 780.00000 2340.00| 600.00000 1800.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 415 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,540.38 ROUTE : US 31 CALL ORDER : 415 CONTRACT ID : M -26688-A COUNTIES : ST. JOSEPH LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1139301 | |HRP CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-06592 9.000 m | 60.00000 540.00| 82.00000 738.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0059 805-78746 12.000 m | 70.00000 840.00| 104.96000 1259.52| PREFORMED LOOP DETECTORS | | | 0060 805-96014 130.000 m | 10.00000 1300.00| 24.95000 3243.50| SAW CUT, FULL DEPTH | | | 0061 807-98690 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| HANDHOLE ADJUSTED TO GRADE | | | 0062 808-06701 410.250 m | 0.95000 389.74| 0.95000 389.74| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0063 808-06703 510.750 m | 0.95000 485.21| 0.95000 485.21| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-75245 425.750 m | 0.95000 404.46| 0.95000 404.46| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75278 48.250 m | 7.00000 337.75| 7.00000 337.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0066 808-75297 36.250 m | 13.50000 489.38| 13.50000 489.38| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0067 808-75320 4.000 EACH| 60.00000 240.00| 60.00000 240.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0068 808-75325 2.000 EACH| 80.00000 160.00| 80.00000 160.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0069 808-75996 64.000 EACH| 20.00000 1280.00| 5.00000 320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 64.000 EACH| 36.00000 2304.00| 36.00000 2304.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 313,732.05| $ 327,719.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 313,732.05| $ 327,719.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 421 CONTRACT ID : M -27286-A COUNTIES : SULLIVAN LETTING DATE : 12/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 139,510.68 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 141,876.00 101.6954% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 153,396.00 109.9528% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 04/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 62,520.30 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 63,995.45 102.3594% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 64,510.00 103.1824% 4 35-1325036 DEICHMAN EXCAVATING CO $ 67,020.70 107.1983% 5 35-2064912 B & P CONSTRUCTION $ 76,782.00 122.8113% 6 35-1817574 YARDBERRY LANDSCAPE $ 81,396.99 130.1928% 7 35-1212938 ATLAS EXCAVATING, INC. $ 98,824.00 158.0670% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-2070195 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |ALPHA EXCAVATING & LANDSCAPI|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT, PIPE REPLACEMENT | | | 0001 105-06845 LUMP| 1362.91000 1362.91| 3000.00000 3000.00| 3200.00000 3200.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 9225.78000 9225.78| 5000.00000 5000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02070 100.000 CYS | 13.76000 1376.00| 22.50000 2250.00| 11.00000 1100.00 BORROW | | | 0004 211-07454 550.000 CYS | 20.57000 11313.50| 22.50000 12375.00| 15.00000 8250.00 STRUCTURE BACKFILL | | | 0005 303-07449 20.000 TON | 36.89000 737.80| 22.50000 450.00| 30.00000 600.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 402-07433 8.000 TON | 225.00000 1800.00| 90.00000 720.00| 300.00000 2400.00 HMA SURFACE, TYPE B | | | 0007 402-07438 11.000 TON | 175.00000 1925.00| 90.00000 990.00| 225.00000 2475.00 HMA INTERMEDIATE, TYPE B | | | 0008 402-07441 31.000 TON | 125.00000 3875.00| 90.00000 2790.00| 175.00000 5425.00 HMA BASE, TYPE B | | | 0009 406-05520 1.000 TON | 200.00000 200.00| 200.00000 200.00| 375.00000 375.00 ASPHALT FOR TACK COAT | | | 0010 616-02320 75.000 SYS | 4.56000 342.00| 3.00000 225.00| 6.00000 450.00 GEOTEXTILES | | | 0011 616-06451 100.000 TON | 21.84000 2184.00| 23.50000 2350.00| 23.00000 2300.00 RIPRAP, UNIFORM | | | 0012 621-01004 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-2070195 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |ALPHA EXCAVATING & LANDSCAPI|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 621-06559 200.000 SYS | 4.36000 872.00| 4.80000 960.00| 2.75000 550.00 MULCHED SEEDING, R | | | 0014 715-05123 74.000 LFT | 58.50000 4329.00| 52.50000 3885.00| 55.00000 4070.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0015 715-05128 82.000 LFT | 106.04000 8695.28| 130.00000 10660.00| 70.00000 5740.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0016 715-05173 120.000 LFT | 34.17000 4100.40| 50.00000 6000.00| 35.00000 4200.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0017 715-06004 2.000 EACH| 1437.73000 2875.46| 2250.00000 4500.00| 1500.00000 3000.00 CONCRETE ANCHOR, 48 IN. | | | 0018 715-46020 2.000 EACH| 650.00000 1300.00| 475.00000 950.00| 400.00000 800.00 PIPE END SECTION, 24 IN. | | | 0019 801-04308 12.000 EACH| 109.00000 1308.00| 119.90000 1438.80| 200.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0020 801-06625 53.000 EACH| 37.00000 1961.00| 41.00000 2173.00| 85.00000 4505.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 28.000 EACH| 48.00000 1344.00| 53.00000 1484.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0022 801-07118 64.000 LFT | 6.84000 437.76| 7.55000 483.20| 21.00000 1344.00 BARRICADE, III-A | | | 0023 801-07119 24.000 LFT | 13.12000 314.88| 14.45000 346.80| 30.00000 720.00 BARRICADE, III-B | | | 0024 808-06712 22.000 LFT | 3.59000 78.98| 3.95000 86.90| 18.00000 396.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 45.000 LFT | 3.59000 161.55| 3.95000 177.75| 18.00000 810.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 62,520.30| $ 63,995.45| $ 64,510.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,520.30| $ 63,995.45| $ 64,510.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-2064912 |(6) 35-1817574 |DEICHMAN EXCAVATING CO |B & P CONSTRUCTION |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT, PIPE REPLACEMENT | | | 0001 105-06845 LUMP| 1815.00000 1815.00| 16500.00000 16500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2200.00000 2200.00| 12700.00000 12700.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02070 100.000 CYS | 18.00000 1800.00| 15.00000 1500.00| 25.00000 2500.00 BORROW | | | 0004 211-07454 550.000 CYS | 20.00000 11000.00| 29.00000 15950.00| 24.00000 13200.00 STRUCTURE BACKFILL | | | 0005 303-07449 20.000 TON | 30.00000 600.00| 35.00000 700.00| 40.00000 800.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 402-07433 8.000 TON | 255.00000 2040.00| 50.00000 400.00| 140.00000 1120.00 HMA SURFACE, TYPE B | | | 0007 402-07438 11.000 TON | 198.33000 2181.63| 60.00000 660.00| 110.00000 1210.00 HMA INTERMEDIATE, TYPE B | | | 0008 402-07441 31.000 TON | 141.67000 4391.77| 60.00000 1860.00| 80.00000 2480.00 HMA BASE, TYPE B | | | 0009 406-05520 1.000 TON | 226.67000 226.67| 100.00000 100.00| 550.00000 550.00 ASPHALT FOR TACK COAT | | | 0010 616-02320 75.000 SYS | 6.51000 488.25| 7.00000 525.00| 5.75000 431.25 GEOTEXTILES | | | 0011 616-06451 100.000 TON | 30.00000 3000.00| 32.00000 3200.00| 38.00000 3800.00 RIPRAP, UNIFORM | | | 0012 621-01004 2.000 EACH| 226.67000 453.34| 400.00000 800.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 200.000 SYS | 4.94000 988.00| 3.00000 600.00| 6.00000 1200.00 MULCHED SEEDING, R | | | 0014 715-05123 74.000 LFT | 98.60000 7296.40| 35.00000 2590.00| 110.79000 8198.46 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0015 715-05128 82.000 LFT | 128.59000 10544.38| 62.00000 5084.00| 127.99000 10495.18 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0016 715-05173 120.000 LFT | 61.89000 7426.80| 35.00000 4200.00| 103.30000 12396.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0017 715-06004 2.000 EACH| 1616.66000 3233.32| 1275.00000 2550.00| 1250.00000 2500.00 CONCRETE ANCHOR, 48 IN. | | | 0018 715-46020 2.000 EACH| 490.86000 981.72| 320.00000 640.00| 450.00000 900.00 PIPE END SECTION, 24 IN. | | | 0019 801-04308 12.000 EACH| 123.53000 1482.36| 120.00000 1440.00| 192.50000 2310.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-2064912 |(6) 35-1817574 |DEICHMAN EXCAVATING CO |B & P CONSTRUCTION |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06625 53.000 EACH| 41.93000 2222.29| 40.00000 2120.00| 74.80000 3964.40 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 28.000 EACH| 54.40000 1523.20| 52.00000 1456.00| 97.90000 2741.20 CONSTRUCTION SIGN, A | | | 0022 801-07118 64.000 LFT | 7.75000 496.00| 8.00000 512.00| 17.00000 1088.00 BARRICADE, III-A | | | 0023 801-07119 24.000 LFT | 14.87000 356.88| 15.00000 360.00| 23.10000 554.40 BARRICADE, III-B | | | 0024 808-06712 22.000 LFT | 4.07000 89.54| 5.00000 110.00| 14.30000 314.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 45.000 LFT | 4.07000 183.15| 5.00000 225.00| 14.30000 643.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 67,020.70| $ 76,782.00| $ 81,396.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,020.70| $ 76,782.00| $ 81,396.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT, PIPE REPLACEMENT | | | 0001 105-06845 LUMP| 7252.00000 7252.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02070 100.000 CYS | 40.00000 4000.00| | BORROW | | | 0004 211-07454 550.000 CYS | 40.00000 22000.00| | STRUCTURE BACKFILL | | | 0005 303-07449 20.000 TON | 50.00000 1000.00| | COMPACTED AGGREGATE, NO. 73 | | | 0006 402-07433 8.000 TON | 140.00000 1120.00| | HMA SURFACE, TYPE B | | | 0007 402-07438 11.000 TON | 140.00000 1540.00| | HMA INTERMEDIATE, TYPE B | | | 0008 402-07441 31.000 TON | 120.00000 3720.00| | HMA BASE, TYPE B | | | 0009 406-05520 1.000 TON | 50.00000 50.00| | ASPHALT FOR TACK COAT | | | 0010 616-02320 75.000 SYS | 2.00000 150.00| | GEOTEXTILES | | | 0011 616-06451 100.000 TON | 60.00000 6000.00| | RIPRAP, UNIFORM | | | 0012 621-01004 2.000 EACH| 200.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 200.000 SYS | 5.00000 1000.00| | MULCHED SEEDING, R | | | 0014 715-05123 74.000 LFT | 100.00000 7400.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0015 715-05128 82.000 LFT | 150.00000 12300.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0016 715-05173 120.000 LFT | 100.00000 12000.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0017 715-06004 2.000 EACH| 1000.00000 2000.00| | CONCRETE ANCHOR, 48 IN. | | | 0018 715-46020 2.000 EACH| 500.00000 1000.00| | PIPE END SECTION, 24 IN. | | | 0019 801-04308 12.000 EACH| 110.00000 1320.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 427 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,235.29 ROUTE : SR 16 CALL ORDER : 427 CONTRACT ID : M -27310-A COUNTIES : CASS WHITE LETTING DATE : 12/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06625 53.000 EACH| 40.00000 2120.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 28.000 EACH| 50.00000 1400.00| | CONSTRUCTION SIGN, A | | | 0022 801-07118 64.000 LFT | 7.00000 448.00| | BARRICADE, III-A | | | 0023 801-07119 24.000 LFT | 14.00000 336.00| | BARRICADE, III-B | | | 0024 808-06712 22.000 LFT | 4.00000 88.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 45.000 LFT | 4.00000 180.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 98,824.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 98,824.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 433 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 561,818.15 ROUTE : SR 124 CALL ORDER : 433 CONTRACT ID : M -27343-A COUNTIES : HUNTINGTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/02/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AG SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 371,535.07 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 438,085.75 117.9123% 3 35-0997978 PHEND & BROWN, INC. $ 496,991.32 133.7670% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 566,955.84 152.5982% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACT, RESURFACE(NON-3R/4R STANDARDS) | | | 0001 105-07039 6.000 MOS | 500.00000 3000.00| 1500.00000 9000.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 21500.00000 21500.00| 22100.00000 22100.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 614.000 LFT | 1.75000 1074.50| 1.75000 1074.50| 1.75000 1074.50 GUARDRAIL, REMOVE | | | 0004 202-93741 10.000 EACH| 175.00000 1750.00| 175.00000 1750.00| 175.00000 1750.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 301-07448 1375.000 TON | 30.00000 41250.00| 14.24000 19580.00| 14.60000 20075.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 490.000 TON | 30.00000 14700.00| 10.00000 4900.00| 22.00000 10780.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07492 1030.000 TON | 26.00000 26780.00| 31.91000 32867.30| 58.75000 60512.50 WIDENING WITH HMA, TYPE A | | | 0008 306-08033 25182.700 SYS | 0.50000 12591.35| 0.66000 16620.58| 0.85000 21405.30 MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 328.700 SYS | 1.00000 328.70| 1.69000 555.50| 1.50000 493.05 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08042 11050.700 SYS | 0.50000 5525.35| 0.81000 8951.07| 0.85000 9393.10 MILLING, SCARIFICATION/PROFILE | | | 0011 306-08043 1599.800 SYS | 0.01000 16.00| 5.28000 8446.94| 3.25000 5199.35 MILLING, TRANSITION | | | 0012 401-06264 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 3700.00000 3700.00 PROFILOGRAPH, HMA | | | 0013 401-07320 465.000 TON | 32.00000 14880.00| 38.17000 17749.05| 41.70000 19390.50 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0014 401-07321 3370.000 TON | 29.00000 97730.00| 33.68000 113501.60| 40.00000 134800.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 433 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 561,818.15 ROUTE : SR 124 CALL ORDER : 433 CONTRACT ID : M -27343-A COUNTIES : HUNTINGTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07371 3265.000 TON | 26.00000 84890.00| 30.00000 97950.00| 35.60000 116234.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0016 406-05520 22.000 TON | 50.00000 1100.00| 202.00000 4444.00| 188.00000 4136.00 ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 1775.00000 3550.00| 1775.00000 3550.00| 1775.00000 3550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 8.000 EACH| 1975.00000 15800.00| 1975.00000 15800.00| 1975.00000 15800.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 589.000 LFT | 9.75000 5742.75| 9.75000 5742.75| 9.75000 5742.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 610-07486 115.000 TON | 60.00000 6900.00| 61.46000 7067.90| 100.00000 11500.00 HMA FOR APPROACHES, TYPE A | | | 0021 615-06520 5.000 EACH| 100.00000 500.00| 307.95000 1539.75| 175.00000 875.00 MONUMENT, RE-ESTABLISH | | | 0022 801-06203 910.000 LFT | 1.25000 1137.50| 2.16000 1965.60| 1.00000 910.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 2650.000 LFT | 0.63000 1669.50| 0.10000 265.00| 1.25000 3312.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 18.000 EACH| 100.00000 1800.00| 250.00000 4500.00| 95.00000 1710.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 1700.00000 1700.00| 30633.81000 30633.81| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0026 808-06713 26476.000 LFT | 0.10000 2647.60| 0.10000 2647.60| 0.10000 2647.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-75240 3297.000 LFT | 0.40000 1318.80| 0.40000 1318.80| 0.47000 1549.59 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 1454.000 LFT | 0.40000 581.60| 0.40000 581.60| 0.47000 683.38 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75297 87.000 LFT | 5.50000 478.50| 5.50000 478.50| 8.00000 696.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 183.000 EACH| 3.24000 592.92| 3.30000 603.90| 6.40000 1171.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 371,535.07| $ 438,085.75| $ 496,991.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,535.07| $ 438,085.75| $ 496,991.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 433 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 561,818.15 ROUTE : SR 124 CALL ORDER : 433 CONTRACT ID : M -27343-A COUNTIES : HUNTINGTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MAINTENANCE CONTRACT, RESURFACE(NON-3R/4R STANDARDS) | | | 0001 105-07039 6.000 MOS | 1400.00000 8400.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 28500.00000 28500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 614.000 LFT | 2.00000 1228.00| | GUARDRAIL, REMOVE | | | 0004 202-93741 10.000 EACH| 170.00000 1700.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0005 301-07448 1375.000 TON | 19.00000 26125.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 490.000 TON | 16.00000 7840.00| | COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07492 1030.000 TON | 68.50000 70555.00| | WIDENING WITH HMA, TYPE A | | | 0008 306-08033 25182.700 SYS | 0.75000 18887.03| | MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 328.700 SYS | 0.75000 246.53| | MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08042 11050.700 SYS | 0.75000 8288.03| | MILLING, SCARIFICATION/PROFILE | | | 0011 306-08043 1599.800 SYS | 6.00000 9598.80| | MILLING, TRANSITION | | | 0012 401-06264 LUMP| 2900.00000 2900.00| | PROFILOGRAPH, HMA | | | 0013 401-07320 465.000 TON | 53.00000 24645.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0014 401-07321 3370.000 TON | 36.00000 121320.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0015 401-07371 3265.000 TON | 35.00000 114275.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0016 406-05520 22.000 TON | 200.00000 4400.00| | ASPHALT FOR TACK COAT | | | 0017 601-01846 2.000 EACH| 2000.00000 4000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 8.000 EACH| 3400.00000 27200.00| | GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 589.000 LFT | 12.00000 7068.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/03 PAGE : 433 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 561,818.15 ROUTE : SR 124 CALL ORDER : 433 CONTRACT ID : M -27343-A COUNTIES : HUNTINGTON LETTING DATE : 12/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-07486 115.000 TON | 150.00000 17250.00| | HMA FOR APPROACHES, TYPE A | | | 0021 615-06520 5.000 EACH| 300.00000 1500.00| | MONUMENT, RE-ESTABLISH | | | 0022 801-06203 910.000 LFT | 0.21000 191.10| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 2650.000 LFT | 1.50000 3975.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 18.000 EACH| 140.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 45650.00000 45650.00| | MAINTAINING TRAFFIC | | | 0026 808-06713 26476.000 LFT | 0.10000 2647.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-75240 3297.000 LFT | 0.75000 2472.75| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 1454.000 LFT | 0.75000 1090.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75297 87.000 LFT | 7.50000 652.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 183.000 EACH| 10.00000 1830.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 566,955.84| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 566,955.84| | ====================================================================================================================================