INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 110 CONTRACT ID : R -25318-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,145,530.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/06/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N058065 N058065 N058065 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,442,430.74 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,545,850.02 107.1697% 3 35-1068009 DYER CONSTRUCTION CO $ 1,562,634.96 108.3334% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,950,384.37 135.2151% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 25000.00000 25000.00| 42500.00000 42500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1600.00000 19200.00| 2500.00000 30000.00| 1200.00000 14400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 74000.00000 74000.00| 77200.00000 77200.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 5000.00000 5000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 9503.000 m3 | 14.50000 137793.50| 13.55000 128765.65| 14.05000 133517.15 EXCAVATION, COMMON | | | 0006 205-02224 311.000 m | 6.24000 1940.64| 6.24000 1940.64| 6.55000 2037.05 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 160.000 m | 16.02000 2563.20| 16.02000 2563.20| 16.50000 2640.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 62.00000 186.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 15.000 EACH| 55.00000 825.00| 55.00000 825.00| 57.00000 855.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 48.000 EACH| 30.00000 1440.00| 30.00000 1440.00| 31.50000 1512.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 207-06499 17202.000 m2 | 3.73000 64163.46| 3.00000 51606.00| 3.36000 57798.72 SUBGRADE TREATMENT | | | 0012 211-02060 1648.000 m3 | 18.75000 30900.00| 24.30000 40046.40| 18.75000 30900.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 366.400 Mg | 20.00000 7328.00| 16.50000 6045.60| 13.75000 5038.00 COMPACTED AGGREGATE, O, 53 | | | 0015 401-05437 6431.600 Mg | 33.00000 212242.80| 33.10000 212885.96| 36.40000 234110.24 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 2804.100 Mg | 34.00000 95339.40| 33.90000 95058.99| 37.15000 104172.32 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 402-05475 1614.500 Mg | 29.00000 46820.50| 31.00000 50049.50| 33.00000 53278.50 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 1274.700 Mg | 38.00000 48438.60| 37.90000 48311.13| 43.30000 55194.51 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 1.000 Mg | 250.00000 250.00| 600.00000 600.00| 800.00000 800.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 18.800 Mg | 250.00000 4700.00| 425.00000 7990.00| 525.00000 9870.00 ASPHALT FOR TACK COAT | | | 0021 605-06120 42.000 m | 60.00000 2520.00| 54.70000 2297.40| 67.00000 2814.00 CURB, CONCRETE | | | 0022 605-06155 1948.300 m | 33.00000 64293.90| 34.75000 67703.43| 36.50000 71112.95 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0023 605-06275 318.800 m2 | 110.00000 35068.00| 81.00000 25822.80| 129.00000 41125.20 CENTER CURB, D, CONCRETE, MODIFIED | | | 0024 610-05527 139.300 Mg | 60.00000 8358.00| 60.00000 8358.00| 94.00000 13094.20 HMA FOR APPROACHES | | | 0025 611-05330 383.700 m2 | 58.00000 22254.60| 47.00000 18033.90| 67.00000 25707.90 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 611-06497 4.000 EACH| 100.00000 400.00| 140.00000 560.00| 147.00000 588.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 3.000 EACH| 110.00000 330.00| 180.00000 540.00| 186.00000 558.00 MAILBOX ASSEMBLY, DOUBLE | | | 0028 611-95728 204.200 m2 | 69.00000 14089.80| 50.00000 10210.00| 78.00000 15927.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0029 615-06505 4.000 EACH| 160.00000 640.00| 555.00000 2220.00| 582.00000 2328.00 MONUMENT, B | | | 0030 615-06515 1.000 EACH| 180.00000 180.00| 215.00000 215.00| 225.00000 225.00 MONUMENT, D | | | 0031 615-06527 2.000 EACH| 200.00000 400.00| 355.00000 710.00| 1500.00000 3000.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 2.000 EACH| 975.00000 1950.00| 975.00000 1950.00| 1024.00000 2048.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.430 Mg | 753.00000 1076.79| 753.00000 1076.79| 775.60000 1109.11 FERTILIZER | | | 0034 621-06554 264.400 kg | 9.10000 2406.04| 9.10000 2406.04| 9.40000 2485.36 SEED MIXTURE, U | | | 0035 621-06565 7.160 Mg | 574.00000 4109.84| 574.00000 4109.84| 592.00000 4238.72 MULCHING MATERIAL | | | 0036 621-06567 8.000 kL | 0.55000 4.40| 0.55000 4.40| 0.60000 4.80 WATER | | | 0037 621-06570 44.100 m3 | 45.79000 2019.34| 50.00000 2205.00| 50.00000 2205.00 TOP SOIL | | | 0038 621-06575 441.000 m2 | 8.60000 3792.60| 8.60000 3792.60| 9.05000 3991.05 SODDING, NURSERY | | | 0039 715-05048 1935.000 m | 11.00000 21285.00| 8.00000 15480.00| 13.50000 26122.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0040 715-05149 292.500 m | 105.40000 30829.50| 100.00000 29250.00| 105.40000 30829.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0042 715-05151 180.000 m | 94.35000 16983.00| 110.00000 19800.00| 94.35000 16983.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0043 715-05152 135.500 m | 125.30000 16978.15| 130.00000 17615.00| 125.30000 16978.15 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0044 715-05154 71.500 m | 114.70000 8201.05| 130.00000 9295.00| 114.70000 8201.05 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0045 715-05156 59.000 m | 148.25000 8746.75| 160.00000 9440.00| 148.25000 8746.75 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0046 715-05697 753.500 m | 85.40000 64348.90| 100.00000 75350.00| 85.40000 64348.90 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0048 715-07143 2.000 EACH| 4000.00000 8000.00| 500.00000 1000.00| 4000.00000 8000.00 SAFETY METAL END SECTION, 6:1, 300 mm | | | 0049 715-46000 5.000 EACH| 450.00000 2250.00| 225.00000 1125.00| 450.00000 2250.00 PIPE END SECTION, 300 mm | | | 0050 715-46010 2.000 EACH| 590.00000 1180.00| 265.00000 530.00| 590.00000 1180.00 PIPE END SECTION, 450 mm | | | 0051 718-04986 5.000 EACH| 500.00000 2500.00| 1500.00000 7500.00| 500.00000 2500.00 CLEANOUT , SANITARY | | | 0052 718-06532 1000.000 m | 4.00000 4000.00| 3.00000 3000.00| 3.15000 3150.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0053 718-52610 437.300 m3 | 32.00000 13993.60| 44.00000 19241.20| 32.50000 14212.25 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 718-99153 4680.800 m2 | 1.25000 5851.00| 1.20000 5616.96| 1.65000 7723.32 GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-03757 1.000 EACH| 1700.00000 1700.00| 2365.00000 2365.00| 1700.00000 1700.00 MANHOLE, C15 | | | 0056 720-44000 1.000 EACH| 1000.00000 1000.00| 400.00000 400.00| 1000.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0057 720-45030 10.000 EACH| 825.00000 8250.00| 1290.00000 12900.00| 825.00000 8250.00 INLET, E7 | | | 0058 720-45035 2.000 EACH| 825.00000 1650.00| 1200.00000 2400.00| 825.00000 1650.00 INLET, F7 | | | 0059 720-45045 15.000 EACH| 1030.00000 15450.00| 1425.00000 21375.00| 1030.00000 15450.00 INLET, J10 | | | 0060 720-45055 18.000 EACH| 1020.00000 18360.00| 1300.00000 23400.00| 1020.00000 18360.00 INLET, M10 | | | 0061 720-45410 6.000 EACH| 1000.00000 6000.00| 1725.00000 10350.00| 1000.00000 6000.00 MANHOLE, C4 | | | 0063 720-94208 3.000 EACH| 1165.00000 3495.00| 1925.00000 5775.00| 1165.00000 3495.00 MANHOLE, C10 | | | 0064 720-94432 5.000 EACH| 1000.00000 5000.00| 1285.00000 6425.00| 1000.00000 5000.00 MANHOLE, C7 | | | 0065 720-95422 1.000 EACH| 1500.00000 1500.00| 3580.00000 3580.00| 1500.00000 1500.00 MANHOLE, J4 | | | 0066 720-98174 2.000 EACH| 1545.00000 3090.00| 1950.00000 3900.00| 1545.00000 3090.00 INLET, B15 | | | 0067 720-98555 3.000 EACH| 1545.00000 4635.00| 1975.00000 5925.00| 1545.00000 4635.00 INLET, C15 | | | 0068 732-04751 13.000 EACH| 250.00000 3250.00| 260.00000 3380.00| 250.00000 3250.00 WATER SERVICE TAP, 25 mm | | | 0069 732-04836 3.000 EACH| 1300.00000 3900.00| 1245.00000 3735.00| 1300.00000 3900.00 GATE VALVE AND BOX, 300 mm | | | 0070 732-04947 1.000 EACH| 4500.00000 4500.00| 3500.00000 3500.00| 4500.00000 4500.00 TAPPING TEE AND VALVE ASSEMBLY, 300 mm | | | 0071 732-91742 4.000 EACH| 2500.00000 10000.00| 2400.00000 9600.00| 2500.00000 10000.00 FIRE HYDRANT | | | 0072 732-94780 13.000 EACH| 150.00000 1950.00| 280.00000 3640.00| 150.00000 1950.00 WATER SERVICE CONNECTION | | | 0073 732-96629 100.000 m | 72.25000 7225.00| 30.00000 3000.00| 72.25000 7225.00 WATER LINE, 25 mm | | | 0074 732-96670 366.000 m | 87.00000 31842.00| 125.00000 45750.00| 90.00000 32940.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0075 801-06203 410.000 m | 1.54000 631.40| 0.80000 328.00| 2.01000 824.10 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06216 20.000 m | 3.54000 70.80| 4.26000 85.20| 26.00000 520.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0077 801-06606 16.000 EACH| 112.00000 1792.00| 210.00000 3360.00| 199.00000 3184.00 BARRICADE, IIIB | | | 0078 801-06640 10.000 EACH| 87.00000 870.00| 185.00000 1850.00| 179.25000 1792.50 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP| 5000.00000 5000.00| 13700.00000 13700.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0080 802-05701 21.000 m | 43.00000 903.00| 29.52000 619.92| 44.30000 930.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 2.590 m2 | 140.00000 362.60| 94.72000 245.32| 144.50000 374.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 0.700 m2 | 145.00000 101.50| 100.10000 70.07| 149.50000 104.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 805-06592 530.000 m | 27.20000 14416.00| 26.24000 13907.20| 28.00000 14840.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-78205 2.000 EACH| 595.00000 1190.00| 650.00000 1300.00| 613.00000 1226.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0085 805-78215 3.000 EACH| 605.00000 1815.00| 700.00000 2100.00| 623.50000 1870.50 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0086 805-78485 70.000 m | 2.80000 196.00| 2.30000 161.00| 3.00000 210.00 SIGNAL CABLE, 5C 14GA. | | | 0087 805-86810 1.000 EACH| 2950.00000 2950.00| 2400.00000 2400.00| 3040.00000 3040.00 SERVICE POINT, II | | | 0088 805-86889 2640.000 m | 1.05000 2772.00| 0.66000 1742.40| 1.10000 2904.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 240.000 EACH| 16.00000 3840.00| 15.00000 3600.00| 16.50000 3960.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0090 805-86925 8.000 EACH| 25.00000 200.00| 20.00000 160.00| 25.75000 206.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0091 805-86930 400.000 EACH| 12.00000 4800.00| 10.00000 4000.00| 12.40000 4960.00 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-86935 48.000 EACH| 25.00000 1200.00| 20.00000 960.00| 26.50000 1272.00 INSULATING LINK, WATERPROOFED | | | 0093 807-02191 6.000 EACH| 620.00000 3720.00| 500.00000 3000.00| 638.60000 3831.60 HANDHOLE, LIGHTING | | | 0094 807-02193 44.000 EACH| 605.00000 26620.00| 500.00000 22000.00| 623.50000 27434.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0095 807-04651 5585.000 m | 3.30000 18430.50| 9.18000 51270.30| 3.40000 18989.00 WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0096 807-04651 630.000 m | 3.30000 2079.00| 9.18000 5783.40| 3.40000 2142.00 WIRE , NO. 4, IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0097 807-04652 2.000 EACH| 2950.00000 5900.00| 2400.00000 4800.00| 3040.00000 6080.00 SERVICE POINT , II, 120V/240/ | | | 0098 807-04671 44.000 EACH| 72.00000 3168.00| 75.00000 3300.00| 74.20000 3264.80 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0099 807-83658 35.000 EACH| 753.00000 26355.00| 1080.00000 37800.00| 775.60000 27146.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0100 807-83668 9.000 EACH| 870.00000 7830.00| 1125.00000 10125.00| 896.10000 8064.90 LIGHT POLE, 11.0 m E.M.H., 6.1 m MAST | | | ARM, ANCHOR, BASE | | | 0101 807-85648 3.000 EACH| 926.00000 2778.00| 1080.00000 3240.00| 953.80000 2861.40 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0102 807-86615 46.000 EACH| 205.00000 9430.00| 250.00000 11500.00| 211.15000 9712.90 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0103 807-86910 88.000 EACH| 24.00000 2112.00| 20.00000 1760.00| 24.75000 2178.00 CONNECTOR KIT, UNFUSED | | | 0104 807-86915 88.000 EACH| 24.00000 2112.00| 22.00000 1936.00| 24.75000 2178.00 CONNECTOR KIT, FUSED | | | 0105 807-86950 44.000 EACH| 12.70000 558.80| 25.00000 1100.00| 13.10000 576.40 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0106 807-86955 6.000 EACH| 45.00000 270.00| 100.00000 600.00| 46.40000 278.40 CABLE DUCT MARKER | | | 0107 808-06701 464.000 m | 1.10000 510.40| 1.10000 510.40| 0.98000 454.72 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-1068009 |WALSH & KELLY |BUCKO CONSTRUCTION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-06703 675.000 m | 1.10000 742.50| 1.10000 742.50| 0.98000 661.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 410.000 m | 4.00000 1640.00| 4.00000 1640.00| 2.25000 922.50 LINE, REMOVE | | | 0110 808-75245 1376.000 m | 1.10000 1513.60| 1.10000 1513.60| 0.98000 1348.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75290 73.700 m | 5.40000 397.98| 5.40000 397.98| 10.35000 762.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0112 808-75297 28.500 m | 10.80000 307.80| 10.80000 307.80| 10.60000 302.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 808-75320 16.000 EACH| 60.75000 972.00| 60.75000 972.00| 57.00000 912.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 16.000 EACH| 88.00000 1408.00| 88.00000 1408.00| 77.50000 1240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-75998 195.000 EACH| 19.50000 3802.50| 19.50000 3802.50| 22.73000 4432.35 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0119 720-45275 2.000 EACH| 1100.00000 2200.00| 880.00000 1760.00| 575.00000 1150.00 PIPE CATCH BASIN, 600 mm | | | 0120 720-04666 1.000 EACH| 1500.00000 1500.00| 625.00000 625.00| 1000.00000 1000.00 CATCH BASIN , RELOCATE | | | SECTION TOTALS | $ 1,442,430.74| $ 1,545,850.02| $ 1,562,634.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,442,430.74| $ 1,545,850.02| $ 1,562,634.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 3200.00000 38400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 97500.00000 97500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 39000.00000 39000.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 9503.000 m3 | 20.00000 190060.00| | EXCAVATION, COMMON | | | 0006 205-02224 311.000 m | 6.30000 1959.30| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 160.000 m | 16.00000 2560.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 3.000 EACH| 60.00000 180.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 15.000 EACH| 55.00000 825.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 48.000 EACH| 30.00000 1440.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 207-06499 17202.000 m2 | 5.00000 86010.00| | SUBGRADE TREATMENT | | | 0012 211-02060 1648.000 m3 | 18.00000 29664.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 366.400 Mg | 38.00000 13923.20| | COMPACTED AGGREGATE, O, 53 | | | 0015 401-05437 6431.600 Mg | 40.00000 257264.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 2804.100 Mg | 42.00000 117772.20| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 402-05475 1614.500 Mg | 33.70000 54408.65| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 1274.700 Mg | 55.00000 70108.50| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05517 1.000 Mg | 1000.00000 1000.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 18.800 Mg | 400.00000 7520.00| | ASPHALT FOR TACK COAT | | | 0021 605-06120 42.000 m | 110.00000 4620.00| | CURB, CONCRETE | | | 0022 605-06155 1948.300 m | 45.00000 87673.50| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0023 605-06275 318.800 m2 | 150.00000 47820.00| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0024 610-05527 139.300 Mg | 100.00000 13930.00| | HMA FOR APPROACHES | | | 0025 611-05330 383.700 m2 | 50.00000 19185.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 611-06497 4.000 EACH| 140.00000 560.00| | MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 3.000 EACH| 180.00000 540.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0028 611-95728 204.200 m2 | 60.00000 12252.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0029 615-06505 4.000 EACH| 555.00000 2220.00| | MONUMENT, B | | | 0030 615-06515 1.000 EACH| 215.00000 215.00| | MONUMENT, D | | | 0031 615-06527 2.000 EACH| 355.00000 710.00| | MONUMENT, SECTION CORNER | | | 0032 621-01004 2.000 EACH| 1000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.430 Mg | 900.00000 1287.00| | FERTILIZER | | | 0034 621-06554 264.400 kg | 10.50000 2776.20| | SEED MIXTURE, U | | | 0035 621-06565 7.160 Mg | 600.00000 4296.00| | MULCHING MATERIAL | | | 0036 621-06567 8.000 kL | 0.55000 4.40| | WATER | | | 0037 621-06570 44.100 m3 | 30.00000 1323.00| | TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 441.000 m2 | 8.60000 3792.60| | SODDING, NURSERY | | | 0039 715-05048 1935.000 m | 15.00000 29025.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0040 715-05149 292.500 m | 105.00000 30712.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0042 715-05151 180.000 m | 107.00000 19260.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0043 715-05152 135.500 m | 105.00000 14227.50| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0044 715-05154 71.500 m | 145.00000 10367.50| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0045 715-05156 59.000 m | 160.00000 9440.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0046 715-05697 753.500 m | 130.00000 97955.00| | PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0048 715-07143 2.000 EACH| 330.00000 660.00| | SAFETY METAL END SECTION, 6:1, 300 mm | | | 0049 715-46000 5.000 EACH| 210.00000 1050.00| | PIPE END SECTION, 300 mm | | | 0050 715-46010 2.000 EACH| 205.00000 410.00| | PIPE END SECTION, 450 mm | | | 0051 718-04986 5.000 EACH| 1100.00000 5500.00| | CLEANOUT , SANITARY | | | 0052 718-06532 1000.000 m | 3.45000 3450.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0053 718-52610 437.300 m3 | 40.00000 17492.00| | AGGREGATE FOR UNDERDRAINS | | | 0054 718-99153 4680.800 m2 | 1.50000 7021.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0055 720-03757 1.000 EACH| 2200.00000 2200.00| | MANHOLE, C15 | | | 0056 720-44000 1.000 EACH| 450.00000 450.00| | CASTING, ADJUST TO GRADE | | | 0057 720-45030 10.000 EACH| 1150.00000 11500.00| | INLET, E7 | | | 0058 720-45035 2.000 EACH| 1030.00000 2060.00| | INLET, F7 | | | 0059 720-45045 15.000 EACH| 1400.00000 21000.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45055 18.000 EACH| 1350.00000 24300.00| | INLET, M10 | | | 0061 720-45410 6.000 EACH| 1650.00000 9900.00| | MANHOLE, C4 | | | 0063 720-94208 3.000 EACH| 1900.00000 5700.00| | MANHOLE, C10 | | | 0064 720-94432 5.000 EACH| 1620.00000 8100.00| | MANHOLE, C7 | | | 0065 720-95422 1.000 EACH| 1700.00000 1700.00| | MANHOLE, J4 | | | 0066 720-98174 2.000 EACH| 1800.00000 3600.00| | INLET, B15 | | | 0067 720-98555 3.000 EACH| 1800.00000 5400.00| | INLET, C15 | | | 0068 732-04751 13.000 EACH| 500.00000 6500.00| | WATER SERVICE TAP, 25 mm | | | 0069 732-04836 3.000 EACH| 500.00000 1500.00| | GATE VALVE AND BOX, 300 mm | | | 0070 732-04947 1.000 EACH| 5000.00000 5000.00| | TAPPING TEE AND VALVE ASSEMBLY, 300 mm | | | 0071 732-91742 4.000 EACH| 4000.00000 16000.00| | FIRE HYDRANT | | | 0072 732-94780 13.000 EACH| 1000.00000 13000.00| | WATER SERVICE CONNECTION | | | 0073 732-96629 100.000 m | 70.00000 7000.00| | WATER LINE, 25 mm | | | 0074 732-96670 366.000 m | 120.00000 43920.00| | WATER MAIN, DUCTILE IRON, 300 mm | | | 0075 801-06203 410.000 m | 0.80000 328.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06216 20.000 m | 4.80000 96.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0077 801-06606 16.000 EACH| 110.00000 1760.00| | BARRICADE, IIIB | | | 0078 801-06640 10.000 EACH| 95.00000 950.00| | CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP| 60320.00000 60320.00| | MAINTAINING TRAFFIC | | | 0080 802-05701 21.000 m | 49.47000 1038.87| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 802-76025 2.590 m2 | 110.00000 284.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 0.700 m2 | 120.00000 84.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 805-06592 530.000 m | 28.00000 14840.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-78205 2.000 EACH| 590.00000 1180.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0085 805-78215 3.000 EACH| 690.00000 2070.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0086 805-78485 70.000 m | 3.25000 227.50| | SIGNAL CABLE, 5C 14GA. | | | 0087 805-86810 1.000 EACH| 3400.00000 3400.00| | SERVICE POINT, II | | | 0088 805-86889 2640.000 m | 1.20000 3168.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0089 805-86920 240.000 EACH| 18.50000 4440.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0090 805-86925 8.000 EACH| 30.00000 240.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0091 805-86930 400.000 EACH| 14.00000 5600.00| | INSULATING LINK, NOT WATERPROOFED | | | 0092 805-86935 48.000 EACH| 29.00000 1392.00| | INSULATING LINK, WATERPROOFED | | | 0093 807-02191 6.000 EACH| 720.00000 4320.00| | HANDHOLE, LIGHTING | | | 0094 807-02193 44.000 EACH| 700.00000 30800.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0095 807-04651 5585.000 m | 3.80000 21223.00| | WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0096 807-04651 630.000 m | 3.80000 2394.00| | WIRE , NO. 4, IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 807-04652 2.000 EACH| 3400.00000 6800.00| | SERVICE POINT , II, 120V/240/ | | | 0098 807-04671 44.000 EACH| 85.00000 3740.00| | OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0099 807-83658 35.000 EACH| 900.00000 31500.00| | LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0100 807-83668 9.000 EACH| 1000.00000 9000.00| | LIGHT POLE, 11.0 m E.M.H., 6.1 m MAST | | | ARM, ANCHOR, BASE | | | 0101 807-85648 3.000 EACH| 1200.00000 3600.00| | LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0102 807-86615 46.000 EACH| 250.00000 11500.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0103 807-86910 88.000 EACH| 30.00000 2640.00| | CONNECTOR KIT, UNFUSED | | | 0104 807-86915 88.000 EACH| 28.00000 2464.00| | CONNECTOR KIT, FUSED | | | 0105 807-86950 44.000 EACH| 15.00000 660.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0106 807-86955 6.000 EACH| 50.00000 300.00| | CABLE DUCT MARKER | | | 0107 808-06701 464.000 m | 1.20000 556.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0108 808-06703 675.000 m | 1.20000 810.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 410.000 m | 5.00000 2050.00| | LINE, REMOVE | | | 0110 808-75245 1376.000 m | 1.20000 1651.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75290 73.700 m | 8.00000 589.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0112 808-75297 28.500 m | 12.50000 356.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 116 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,646,637.30 ROUTE : CALL ORDER : 116 CONTRACT ID : R -25383-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-75320 16.000 EACH| 75.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 16.000 EACH| 110.00000 1760.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-75998 195.000 EACH| 30.00000 5850.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0119 720-45275 2.000 EACH| 1000.00000 2000.00| | PIPE CATCH BASIN, 600 mm | | | 0120 720-04666 1.000 EACH| 1000.00000 1000.00| | CATCH BASIN , RELOCATE | | | SECTION TOTALS | $ 1,950,384.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,950,384.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6330009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,192,866.22 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,235,770.37 101.9565% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,269,943.68 103.5149% 4 31-4351261 SHELLY & SANDS, INC. $ 2,284,320.75 104.1705% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,394,476.30 109.1939% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT- ASPHALT | | | 0001 105-06845 LUMP| 22500.00000 22500.00| 32600.00000 32600.00| 33000.00000 33000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1780.27000 21363.24| 1900.00000 22800.00| 2400.00000 28800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 111700.00000 111700.00| 95000.00000 95000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 31200.00000 31200.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 75.200 m | 19.84000 1491.97| 12.28000 923.46| 13.00000 977.60 CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 5934.22000 5934.22| 13050.00000 13050.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18A | | | 0007 202-60820 530.000 m2 | 6.08000 3222.40| 5.20000 2756.00| 7.00000 3710.00 SURFACE MILLING, ASPHALT | | | 0008 202-96035 8.500 m | 118.68000 1008.78| 427.87000 3636.90| 125.00000 1062.50 CONCRETE WALL, REMOVE | | | 0009 203-02000 9432.000 m3 | 15.63000 147422.16| 22.00000 207504.00| 23.00000 216936.00 EXCAVATION, COMMON | | | 0010 205-06931 202.200 Mg | 36.03000 7285.27| 24.70000 4994.34| 33.00000 6672.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 2.000 EACH| 63.31000 126.62| 60.00000 120.00| 65.00000 130.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06934 22.700 Mg | 366.12000 8310.92| 347.00000 7876.90| 370.00000 8399.00 TEMPORARY MULCHING | | | 0013 205-06936 105.000 Mg | 43.68000 4586.40| 37.30000 3916.50| 33.00000 3465.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 476.200 m3 | 17.58000 8371.60| 26.55000 12643.11| 19.00000 9047.80 B BORROW FOR STRUCTURE BACKFILL | | | 0015 215-07043 26070.000 m2 | 3.67000 95676.90| 4.87000 126960.90| 3.75000 97762.50 CHEMICAL MODIFICATION, SOILS | | | 0016 303-52308 4384.000 Mg | 16.93000 74221.12| 16.00000 70144.00| 18.50000 81104.00 COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 10880.000 Mg | 37.36000 406476.80| 32.00000 348160.00| 35.00000 380800.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05454 3415.000 Mg | 41.51000 141756.65| 37.00000 126355.00| 34.75000 118671.25 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0019 401-05456 1680.000 Mg | 53.43000 89762.40| 48.00000 80640.00| 52.00000 87360.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 3692.83000 3692.83| 4000.00000 4000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0021 402-05468 995.000 Mg | 42.59000 42377.05| 40.00000 39800.00| 34.40000 34228.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05470 4890.000 Mg | 35.77000 174915.30| 30.00000 146700.00| 33.00000 161370.00 HMA BASE C25.0 mm, MAINLINE | | | 0023 402-05477 175.000 Mg | 54.69000 9570.75| 40.00000 7000.00| 49.00000 8575.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 3240.000 Mg | 37.48000 121435.20| 30.00000 97200.00| 33.00000 106920.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05483 2280.000 Mg | 36.53000 83288.40| 30.00000 68400.00| 33.00000 75240.00 HMA BASE C25.0 mm, SHOULDER | | | 0026 402-05486 1215.000 Mg | 39.63000 48150.45| 31.00000 37665.00| 38.00000 46170.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0027 402-05490 560.000 Mg | 43.39000 24298.40| 45.00000 25200.00| 43.00000 24080.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 402-05495 390.000 Mg | 38.58000 15046.20| 44.00000 17160.00| 39.00000 15210.00 HMA WEDGE AND LEVEL | | | 0029 405-05517 6.000 Mg | 205.23000 1231.38| 200.00000 1200.00| 350.00000 2100.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 37.800 Mg | 208.35000 7875.63| 180.00000 6804.00| 175.00000 6615.00 ASPHALT FOR TACK COAT | | | 0031 604-06069 11.600 m2 | 135.90000 1576.44| 72.00000 835.20| 84.00000 974.40 CURB RAMP, CONCRETE | | | 0032 605-06120 68.000 m | 70.20000 4773.60| 64.00000 4352.00| 57.00000 3876.00 CURB, CONCRETE | | | 0033 605-06150 390.000 m | 53.81000 20985.90| 58.00000 22620.00| 56.00000 21840.00 CURB AND GUTTER, C, CONCRETE | | | 0034 605-06155 75.200 m | 69.03000 5191.06| 70.00000 5264.00| 56.00000 4211.20 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 605-06250 60.000 m2 | 114.02000 6841.20| 87.00000 5220.00| 95.00000 5700.00 CENTER CURB, C, CONCRETE | | | 0036 610-05527 880.000 Mg | 55.19000 48567.20| 65.00000 57200.00| 53.00000 46640.00 HMA FOR APPROACHES | | | 0037 611-06497 5.000 EACH| 116.06000 580.30| 110.00000 550.00| 115.00000 575.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 27.000 EACH| 104.45000 2820.15| 99.00000 2673.00| 105.00000 2835.00 RIGHT OF WAY MARKER | | | 0039 615-06505 13.000 EACH| 480.07000 6240.91| 455.00000 5915.00| 460.00000 5980.00 MONUMENT, B | | | 0040 615-06527 2.000 EACH| 590.86000 1181.72| 560.00000 1120.00| 600.00000 1200.00 MONUMENT, SECTION CORNER | | | 0041 616-02320 119.000 m2 | 4.28000 509.32| 4.59000 546.21| 4.50000 535.50 GEOTEXTILES | | | 0042 616-06405 62.000 Mg | 42.41000 2629.42| 27.60000 1711.20| 48.00000 2976.00 RIPRAP, REVETMENT | | | 0043 621-01004 7.000 EACH| 316.53000 2215.71| 300.00000 2100.00| 300.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 2.500 Mg | 599.29000 1498.23| 568.00000 1420.00| 600.00000 1500.00 FERTILIZER | | | 0045 621-06553 333.500 kg | 6.31000 2104.39| 5.98000 1994.33| 6.00000 2001.00 SEED MIXTURE, R | | | 0046 621-06557 393.000 kg | 5.23000 2055.39| 4.96000 1949.28| 5.35000 2102.55 SEED MIXTURE, T | | | 0047 621-06565 7.900 Mg | 456.86000 3609.19| 433.00000 3420.70| 450.00000 3555.00 MULCHING MATERIAL | | | 0048 621-06574 1159.000 m2 | 3.09000 3581.31| 2.93000 3395.87| 3.00000 3477.00 SODDING | | | 0049 621-06575 22847.000 m2 | 3.09000 70597.23| 2.93000 66941.71| 3.00000 68541.00 SODDING, NURSERY | | | 0050 715-02397 1.000 EACH| 2333.52000 2333.52| 2206.00000 2206.00| 2250.00000 2250.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0051 715-03475 6.000 EACH| 427.48000 2564.88| 504.00000 3024.00| 440.00000 2640.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0052 715-03476 4.000 EACH| 1295.06000 5180.24| 1280.00000 5120.00| 1475.00000 5900.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0053 715-04857 2.000 EACH| 4588.58000 9177.16| 4220.00000 8440.00| 4900.00000 9800.00 SAFETY METAL END SECTION, 4:1, 1830mm X | | | 1115mm | | | 0054 715-05019 24.500 m | 254.80000 6242.60| 276.83000 6782.34| 250.00000 6125.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05019 4.200 m | 237.13000 995.95| 577.09000 2423.78| 325.00000 1365.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | (TEMPORARY) | | | 0056 715-05021 106.800 m | 98.77000 10548.64| 103.38000 11040.98| 90.00000 9612.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05048 3592.000 m | 7.12000 25575.04| 8.40000 30172.80| 7.00000 25144.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05053 162.500 m | 31.39000 5100.88| 33.82000 5495.75| 32.00000 5200.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05119 29.600 m | 151.89000 4495.94| 164.84000 4879.26| 115.00000 3404.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0060 715-05123 26.100 m | 95.37000 2489.16| 215.90000 5634.99| 130.00000 3393.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0061 715-05127 33.900 m | 247.57000 8392.62| 262.61000 8902.48| 250.00000 8475.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0062 715-05149 2.800 m | 254.93000 713.80| 454.65000 1273.02| 105.00000 294.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 54.200 m | 98.77000 5353.33| 104.48000 5662.82| 90.00000 4878.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05173 23.800 m | 98.63000 2347.39| 225.43000 5365.23| 122.00000 2903.60 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 715-05175 272.000 m | 108.18000 29424.96| 149.84000 40756.48| 125.00000 34000.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0066 715-05247 17.200 m | 464.55000 7990.26| 613.57000 10553.40| 515.00000 8858.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0067 715-05842 2.000 EACH| 1219.01000 2438.02| 1284.35000 2568.70| 2200.00000 4400.00 CONCRETE ANCHOR, 1050 mm | | | 0068 715-46005 10.000 EACH| 368.08000 3680.80| 594.15000 5941.50| 300.00000 3000.00 PIPE END SECTION, 375 mm | | | 0069 715-46030 2.000 EACH| 722.94000 1445.88| 984.68000 1969.36| 600.00000 1200.00 PIPE END SECTION, 750 mm | | | 0070 715-46040 1.000 EACH| 1127.66000 1127.66| 1892.39000 1892.39| 930.00000 930.00 PIPE END SECTION, 900 mm | | | 0071 718-06528 10.000 EACH| 474.79000 4747.90| 693.00000 6930.00| 675.00000 6750.00 OUTLET PROTECTOR, 1 | | | 0072 718-06529 6.000 EACH| 448.42000 2690.52| 621.00000 3726.00| 575.00000 3450.00 OUTLET PROTECTOR, 2 | | | 0073 718-06531 10.000 EACH| 416.76000 4167.60| 693.00000 6930.00| 530.00000 5300.00 OUTLET PROTECTOR, 3 | | | 0074 718-52610 411.700 m3 | 33.50000 13791.95| 37.25000 15335.83| 33.00000 13586.10 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 718-99153 5048.300 m2 | 1.58000 7976.31| 1.16000 5856.03| 1.55000 7824.87 GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-45265 1.000 EACH| 754.11000 754.11| 695.00000 695.00| 1120.00000 1120.00 PIPE CATCH BASIN, 375 mm | | | 0077 720-45275 1.000 EACH| 924.26000 924.26| 1010.00000 1010.00| 1200.00000 1200.00 PIPE CATCH BASIN, 600 mm | | | 0078 720-98174 2.000 EACH| 1928.84000 3857.68| 2395.00000 4790.00| 2000.00000 4000.00 INLET, B15 | | | 0079 720-98555 2.000 EACH| 1928.84000 3857.68| 2415.00000 4830.00| 2000.00000 4000.00 INLET, C15 | | | 0080 801-01504 6.000 EACH| 37.98000 227.88| 25.00000 150.00| 37.00000 222.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0081 801-01505 6.000 EACH| 46.42000 278.52| 35.00000 210.00| 46.00000 276.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0082 801-04308 6.000 EACH| 379.83000 2278.98| 340.00000 2040.00| 375.00000 2250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0083 801-06203 13019.000 m | 0.43000 5598.17| 0.50000 6509.50| 0.45000 5858.55 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 801-06207 8116.000 m | 2.94000 23861.04| 2.32000 18829.12| 3.00000 24348.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0085 801-06211 6.000 EACH| 83.35000 500.10| 0.01000 0.06| 83.00000 498.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0086 801-06212 6.000 EACH| 97.07000 582.42| 0.01000 0.06| 95.00000 570.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0087 801-06216 74.000 m | 3.63000 268.62| 2.00000 148.00| 3.50000 259.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0088 801-06218 42.000 m | 16.59000 696.78| 0.01000 0.42| 15.75000 661.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0089 801-06605 9.000 EACH| 110.78000 997.02| 170.00000 1530.00| 110.00000 990.00 BARRICADE, IIIA | | | 0090 801-06606 4.000 EACH| 121.34000 485.36| 170.00000 680.00| 120.00000 480.00 BARRICADE, IIIB | | | 0091 801-06625 8.000 EACH| 121.34000 970.72| 105.00000 840.00| 120.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06640 15.000 EACH| 100.23000 1503.45| 110.00000 1650.00| 100.00000 1500.00 CONSTRUCTION SIGN, A | | | 0093 801-06645 12.000 EACH| 31.65000 379.80| 40.00000 480.00| 32.00000 384.00 CONSTRUCTION SIGN, B | | | 0094 801-06710 225.000 DAY | 12.66000 2848.50| 12.00000 2700.00| 12.75000 2868.75 FLASHING ARROW SIGN | | | 0095 801-06775 LUMP| 28058.40000 28058.40| 32500.00000 32500.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0096 802-05701 23.800 m | 34.30000 816.34| 32.51000 773.74| 21.00000 499.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-07060 1.000 EACH| 116.30000 116.30| 110.23000 110.23| 16.00000 16.00 SIGN, SHEET, RELOCATE | | | 0098 802-76025 6.975 m2 | 151.63000 1057.62| 143.81000 1003.07| 180.00000 1255.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 802-76035 0.810 m2 | 162.86000 131.92| 154.36000 125.03| 150.00000 121.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0100 802-76045 7.231 m2 | 173.97000 1257.98| 164.91000 1192.46| 190.00000 1373.89 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0101 805-01815 6.000 EACH| 1550.98000 9305.88| 1469.99000 8819.94| 1450.00000 8700.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0102 805-01842 1.000 EACH| 813.07000 813.07| 770.61000 770.61| 675.00000 675.00 HANDHOLE, SIGNAL | | | 0103 805-02056 1.000 EACH| 891.22000 891.22| 844.69000 844.69| 1050.00000 1050.00 SPAN AND CATENARY FOR FLASHER | | | 0104 805-02658 234.300 m | 4.43000 1037.95| 4.20000 984.06| 5.25000 1230.08 CABLE, COAXIAL | | | 0105 805-04782 1.000 EACH| 19047.51000 19047.51| 18052.90000 18052.90| 22500.00000 22500.00 VIDEO VEHICLE DETECTOR SYSTEM , 4 CAMERA| | | 0106 805-06592 44.100 m | 33.96000 1497.64| 32.19000 1419.58| 19.00000 837.90 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0107 805-06792 4.000 EACH| 358.88000 1435.52| 340.14000 1360.56| 375.00000 1500.00 TRAFFIC SIGNAL HEAD, 1 FACE, LED, 305 | | | mm AMBER | | | 0108 805-06879 4.000 EACH| 348.54000 1394.16| 330.34000 1321.36| 375.00000 1500.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm, | | | RED LED | | | 0109 805-78010 1.000 EACH| 724.67000 724.67| 686.83000 686.83| 900.00000 900.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-78100 1.000 EACH| 8448.43000 8448.43| 8007.28000 8007.28| 9750.00000 9750.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE ,FULLY ACTUATED, W/VIDEO | | | DETECTION INTER FACE | | | 0111 805-78205 6.000 EACH| 441.60000 2649.60| 418.54000 2511.24| 475.00000 2850.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0112 805-78230 6.000 EACH| 633.06000 3798.36| 600.00000 3600.00| 675.00000 4050.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0113 805-78415 4.000 EACH| 966.46000 3865.84| 915.99000 3663.96| 1150.00000 4600.00 SPAN, CATENARY, AND TETHER | | | 0114 805-78420 5.000 EACH| 235.01000 1175.05| 222.74000 1113.70| 225.00000 1125.00 DISCONNECT HANGER | | | 0115 805-78445 2.000 EACH| 324.12000 648.24| 307.19000 614.38| 500.00000 1000.00 SIGNAL SERVICE | | | 0116 805-78467 13.800 m | 6.09000 84.04| 5.77000 79.63| 3.25000 44.85 SIGNAL CABLE, 3C 8GA. | | | 0117 805-78480 234.300 m | 2.91000 681.81| 2.76000 646.67| 2.35000 550.61 SIGNAL CABLE, 3C 14GA. | | | 0118 805-78485 303.900 m | 5.05000 1534.70| 4.79000 1455.68| 2.50000 759.75 SIGNAL CABLE, 5C 14GA. | | | 0119 805-78490 547.600 m | 5.30000 2902.28| 5.02000 2748.95| 2.85000 1560.66 SIGNAL CABLE, 7C 14GA. | | | 0120 805-78925 1.000 EACH| 1012.73000 1012.73| 959.85000 959.85| 525.00000 525.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81032 2.000 EACH| 2207.29000 4414.58| 2092.03000 4184.06| 3000.00000 6000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0122 805-81060 4.000 EACH| 2517.49000 10069.96| 2386.03000 9544.12| 3500.00000 14000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0123 807-02784 4.000 EACH| 1108.40000 4433.60| 1050.52000 4202.08| 800.00000 3200.00 LUMINAIRE MAST ARM, 6.1 m | | | 0124 808-06694 529.000 m | 0.42000 222.18| 1.50000 793.50| 0.42000 222.18 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0125 808-06701 63.000 m | 1.06000 66.78| 1.00000 63.00| 1.05000 66.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0126 808-06703 889.000 m | 0.94000 835.66| 1.00000 889.00| 0.95000 844.55 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0127 808-06713 3094.000 m | 0.21000 649.74| 0.35000 1082.90| 0.21000 649.74 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-0918397 |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-06714 2488.000 m | 0.21000 522.48| 0.35000 870.80| 0.21000 522.48 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0129 808-06716 34.200 m | 2.11000 72.16| 2.00000 68.40| 2.10000 71.82 LINE, REMOVE | | | 0130 808-75067 50.400 m | 41.53000 2093.11| 44.00000 2217.60| 42.00000 2116.80 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0131 808-75069 51.800 m | 10.38000 537.68| 14.00000 725.20| 10.00000 518.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0132 808-75071 6.000 EACH| 163.54000 981.24| 230.00000 1380.00| 165.00000 990.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0133 808-75073 6.000 EACH| 174.09000 1044.54| 245.00000 1470.00| 175.00000 1050.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0134 808-75078 128.000 m | 0.84000 107.52| 2.00000 256.00| 0.85000 108.80 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0135 808-75245 242.000 m | 0.94000 227.48| 1.00000 242.00| 0.95000 229.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0136 808-75278 101.100 m | 3.66000 370.03| 9.00000 909.90| 3.50000 353.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0137 808-75998 257.000 EACH| 20.57000 5286.49| 23.50000 6039.50| 20.00000 5140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-92027 384.000 m | 1.88000 721.92| 3.00000 1152.00| 1.90000 729.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,192,866.22| $ 2,235,770.37| $ 2,269,943.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,192,866.22| $ 2,235,770.37| $ 2,269,943.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT- ASPHALT | | | 0001 105-06845 LUMP| 34000.00000 34000.00| 33265.04000 33265.04| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 2416.80000 29001.60| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 108203.03000 108203.03| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 51113.72000 51113.72| CLEARING RIGHT OF WAY | | | 0005 202-02278 75.200 m | 99.29000 7466.61| 29.09000 2187.57| CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 17000.00000 17000.00| 15306.00000 15306.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18A | | | 0007 202-60820 530.000 m2 | 5.00000 2650.00| 5.53000 2930.90| SURFACE MILLING, ASPHALT | | | 0008 202-96035 8.500 m | 200.00000 1700.00| 272.85000 2319.23| CONCRETE WALL, REMOVE | | | 0009 203-02000 9432.000 m3 | 22.00000 207504.00| 17.36000 163739.52| EXCAVATION, COMMON | | | 0010 205-06931 202.200 Mg | 80.52000 16281.14| 44.77000 9052.49| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 2.000 EACH| 64.11000 128.22| 61.23000 122.46| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06934 22.700 Mg | 370.78000 8416.71| 354.08000 8037.62| TEMPORARY MULCHING | | | 0013 205-06936 105.000 Mg | 48.63000 5106.15| 45.46000 4773.30| TEMPORARY SEDIMENT TRAP | | | 0014 211-02060 476.200 m3 | 13.09000 6233.46| 19.76000 9409.71| B BORROW FOR STRUCTURE BACKFILL | | | 0015 215-07043 26070.000 m2 | 4.00000 104280.00| 3.63000 94634.10| CHEMICAL MODIFICATION, SOILS | | | 0016 303-52308 4384.000 Mg | 19.00000 83296.00| 17.54000 76895.36| COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 10880.000 Mg | 35.00000 380800.00| 36.63000 398534.40| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05454 3415.000 Mg | 44.00000 150260.00| 44.49000 151933.35| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0019 401-05456 1680.000 Mg | 49.00000 82320.00| 59.38000 99758.40| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-06264 LUMP| 5000.00000 5000.00| 2633.72000 2633.72| PROFILOGRAPH, HMA | | | 0021 402-05468 995.000 Mg | 35.50000 35322.50| 33.28000 33113.60| HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05470 4890.000 Mg | 34.50000 168705.00| 36.68000 179365.20| HMA BASE C25.0 mm, MAINLINE | | | 0023 402-05477 175.000 Mg | 64.50000 11287.50| 44.96000 7868.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 3240.000 Mg | 43.00000 139320.00| 37.18000 120463.20| HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05483 2280.000 Mg | 35.00000 79800.00| 36.49000 83197.20| HMA BASE C25.0 mm, SHOULDER | | | 0026 402-05486 1215.000 Mg | 36.50000 44347.50| 41.30000 50179.50| HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0027 402-05490 560.000 Mg | 45.00000 25200.00| 50.92000 28515.20| HMA SURFACE 9.5 mm, SHOULDER | | | 0028 402-05495 390.000 Mg | 45.06000 17573.40| 85.35000 33286.50| HMA WEDGE AND LEVEL | | | 0029 405-05517 6.000 Mg | 200.00000 1200.00| 832.66000 4995.96| ASPHALT FOR PRIME COAT | | | 0030 406-05520 37.800 Mg | 200.00000 7560.00| 198.99000 7521.82| ASPHALT FOR TACK COAT | | | 0031 604-06069 11.600 m2 | 40.60000 470.96| 74.12000 859.79| CURB RAMP, CONCRETE | | | 0032 605-06120 68.000 m | 63.04000 4286.72| 66.93000 4551.24| CURB, CONCRETE | | | 0033 605-06150 390.000 m | 38.47000 15003.30| 66.98000 26122.20| CURB AND GUTTER, C, CONCRETE | | | 0034 605-06155 75.200 m | 24.58000 1848.42| 83.59000 6285.97| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0035 605-06250 60.000 m2 | 63.04000 3782.40| 79.86000 4791.60| CENTER CURB, C, CONCRETE | | | 0036 610-05527 880.000 Mg | 77.26000 67988.80| 50.38000 44334.40| HMA FOR APPROACHES | | | 0037 611-06497 5.000 EACH| 110.00000 550.00| 127.55000 637.75| MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 27.000 EACH| 105.79000 2856.33| 117.35000 3168.45| RIGHT OF WAY MARKER | | | 0039 615-06505 13.000 EACH| 486.18000 6320.34| 464.28000 6035.64| MONUMENT, B | | | 0040 615-06527 2.000 EACH| 251.11000 502.22| 239.80000 479.60| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-02320 119.000 m2 | 5.95000 708.05| 5.60000 666.40| GEOTEXTILES | | | 0042 616-06405 62.000 Mg | 23.02000 1427.24| 46.49000 2882.38| RIPRAP, REVETMENT | | | 0043 621-01004 7.000 EACH| 320.56000 2243.92| 306.12000 2142.84| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 2.500 Mg | 606.93000 1517.33| 579.59000 1448.98| FERTILIZER | | | 0045 621-06553 333.500 kg | 6.39000 2131.07| 6.10000 2034.35| SEED MIXTURE, R | | | 0046 621-06557 393.000 kg | 5.30000 2082.90| 5.06000 1988.58| SEED MIXTURE, T | | | 0047 621-06565 7.900 Mg | 462.68000 3655.17| 441.83000 3490.46| MULCHING MATERIAL | | | 0048 621-06574 1159.000 m2 | 3.13000 3627.67| 3.84000 4450.56| SODDING | | | 0049 621-06575 22847.000 m2 | 3.13000 71511.11| 3.90000 89103.30| SODDING, NURSERY | | | 0050 715-02397 1.000 EACH| 2000.00000 2000.00| 2210.67000 2210.67| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0051 715-03475 6.000 EACH| 1700.00000 10200.00| 371.72000 2230.32| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0052 715-03476 4.000 EACH| 1700.00000 6800.00| 1184.94000 4739.76| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0053 715-04857 2.000 EACH| 2000.00000 4000.00| 4408.13000 8816.26| SAFETY METAL END SECTION, 4:1, 1830mm X | | | 1115mm | | | 0054 715-05019 24.500 m | 420.00000 10290.00| 232.53000 5696.99| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0055 715-05019 4.200 m | 650.00000 2730.00| 253.86000 1066.21| PIPE, TYPE 1, CIRCULAR, 900 mm | | | (TEMPORARY) | | | 0056 715-05021 106.800 m | 138.00000 14738.40| 79.49000 8489.53| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05048 3592.000 m | 7.21000 25898.32| 6.89000 24748.88| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05053 162.500 m | 31.79000 5165.88| 30.36000 4933.50| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0059 715-05119 29.600 m | 160.00000 4736.00| 140.79000 4167.38| PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05123 26.100 m | 200.00000 5220.00| 108.07000 2820.63| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0061 715-05127 33.900 m | 350.00000 11865.00| 237.39000 8047.52| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0062 715-05149 2.800 m | 425.00000 1190.00| 369.06000 1033.37| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 54.200 m | 170.00000 9214.00| 185.72000 10066.02| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05173 23.800 m | 200.00000 4760.00| 112.71000 2682.50| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 715-05175 272.000 m | 185.00000 50320.00| 117.42000 31938.24| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0066 715-05247 17.200 m | 600.00000 10320.00| 521.54000 8970.49| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0067 715-05842 2.000 EACH| 3205.61000 6411.22| 4153.12000 8306.24| CONCRETE ANCHOR, 1050 mm | | | 0068 715-46005 10.000 EACH| 317.71000 3177.10| 244.57000 2445.70| PIPE END SECTION, 375 mm | | | 0069 715-46030 2.000 EACH| 500.00000 1000.00| 602.90000 1205.80| PIPE END SECTION, 750 mm | | | 0070 715-46040 1.000 EACH| 700.00000 700.00| 1103.75000 1103.75| PIPE END SECTION, 900 mm | | | 0071 718-06528 10.000 EACH| 600.00000 6000.00| 663.26000 6632.60| OUTLET PROTECTOR, 1 | | | 0072 718-06529 6.000 EACH| 500.00000 3000.00| 561.22000 3367.32| OUTLET PROTECTOR, 2 | | | 0073 718-06531 10.000 EACH| 500.00000 5000.00| 510.20000 5102.00| OUTLET PROTECTOR, 3 | | | 0074 718-52610 411.700 m3 | 30.00000 12351.00| 32.40000 13339.08| AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 5048.300 m2 | 1.60000 8077.28| 1.53000 7723.90| GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-45265 1.000 EACH| 1000.00000 1000.00| 741.16000 741.16| PIPE CATCH BASIN, 375 mm | | | 0077 720-45275 1.000 EACH| 1000.00000 1000.00| 806.29000 806.29| PIPE CATCH BASIN, 600 mm | | | 0078 720-98174 2.000 EACH| 1100.00000 2200.00| 1757.01000 3514.02| INLET, B15 | | | 0079 720-98555 2.000 EACH| 1100.00000 2200.00| 1778.36000 3556.72| INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-01504 6.000 EACH| 26.71000 160.26| 25.51000 153.06| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0081 801-01505 6.000 EACH| 37.40000 224.40| 35.71000 214.26| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0082 801-04308 6.000 EACH| 363.30000 2179.80| 346.94000 2081.64| ROAD CLOSURE SIGN ASSEMBLY | | | 0083 801-06203 13019.000 m | 0.60000 7811.40| 0.57000 7420.83| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 801-06207 8116.000 m | 2.48000 20127.68| 2.37000 19234.92| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0085 801-06211 6.000 EACH| 0.01000 0.06| 0.01000 0.06| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0086 801-06212 6.000 EACH| 0.01000 0.06| 0.01000 0.06| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0087 801-06216 74.000 m | 2.14000 158.36| 2.04000 150.96| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0088 801-06218 42.000 m | 0.01000 0.42| 0.01000 0.42| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0089 801-06605 9.000 EACH| 181.65000 1634.85| 173.47000 1561.23| BARRICADE, IIIA | | | 0090 801-06606 4.000 EACH| 187.00000 748.00| 178.57000 714.28| BARRICADE, IIIB | | | 0091 801-06625 8.000 EACH| 112.20000 897.60| 107.14000 857.12| DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 15.000 EACH| 117.54000 1763.10| 112.24000 1683.60| CONSTRUCTION SIGN, A | | | 0093 801-06645 12.000 EACH| 42.74000 512.88| 40.82000 489.84| CONSTRUCTION SIGN, B | | | 0094 801-06710 225.000 DAY | 13.89000 3125.25| 13.27000 2985.75| FLASHING ARROW SIGN | | | 0095 801-06775 LUMP| 10000.00000 10000.00| 46940.33000 46940.33| MAINTAINING TRAFFIC | | | 0096 802-05701 23.800 m | 21.37000 508.61| 33.17000 789.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 802-07060 1.000 EACH| 16.03000 16.03| 112.48000 112.48| SIGN, SHEET, RELOCATE | | | 0098 802-76025 6.975 m2 | 181.52000 1266.10| 146.64000 1022.81| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 802-76035 0.810 m2 | 149.59000 121.17| 157.51000 127.58| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0100 802-76045 7.231 m2 | 192.31000 1390.59| 168.25000 1216.62| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0101 805-01815 6.000 EACH| 1442.53000 8655.18| 1499.98000 8999.88| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0102 805-01842 1.000 EACH| 683.86000 683.86| 786.33000 786.33| HANDHOLE, SIGNAL | | | 0103 805-02056 1.000 EACH| 1068.54000 1068.54| 861.92000 861.92| SPAN AND CATENARY FOR FLASHER | | | 0104 805-02658 234.300 m | 5.34000 1251.16| 4.29000 1005.15| CABLE, COAXIAL | | | 0105 805-04782 1.000 EACH| 22439.28000 22439.28| 18421.18000 18421.18| VIDEO VEHICLE DETECTOR SYSTEM , 4 CAMERA| | | 0106 805-06592 44.100 m | 19.23000 848.04| 32.85000 1448.69| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0107 805-06792 4.000 EACH| 373.99000 1495.96| 347.08000 1388.32| TRAFFIC SIGNAL HEAD, 1 FACE, LED, 305 | | | mm AMBER | | | 0108 805-06879 4.000 EACH| 373.99000 1495.96| 337.08000 1348.32| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm, | | | RED LED | | | 0109 805-78010 1.000 EACH| 908.26000 908.26| 700.84000 700.84| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0110 805-78100 1.000 EACH| 10151.10000 10151.10| 8170.63000 8170.63| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE ,FULLY ACTUATED, W/VIDEO | | | DETECTION INTER FACE | | | 0111 805-78205 6.000 EACH| 480.84000 2885.04| 427.08000 2562.48| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0112 805-78230 6.000 EACH| 694.55000 4167.30| 612.24000 3673.44| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 805-78415 4.000 EACH| 1175.39000 4701.56| 934.68000 3738.72| SPAN, CATENARY, AND TETHER | | | 0114 805-78420 5.000 EACH| 229.74000 1148.70| 227.28000 1136.40| DISCONNECT HANGER | | | 0115 805-78445 2.000 EACH| 502.21000 1004.42| 313.46000 626.92| SIGNAL SERVICE | | | 0116 805-78467 13.800 m | 3.21000 44.30| 5.89000 81.28| SIGNAL CABLE, 3C 8GA. | | | 0117 805-78480 234.300 m | 2.35000 550.61| 2.82000 660.73| SIGNAL CABLE, 3C 14GA. | | | 0118 805-78485 303.900 m | 2.51000 762.79| 4.89000 1486.07| SIGNAL CABLE, 5C 14GA. | | | 0119 805-78490 547.600 m | 2.83000 1549.71| 5.12000 2803.71| SIGNAL CABLE, 7C 14GA. | | | 0120 805-78925 1.000 EACH| 534.27000 534.27| 979.43000 979.43| CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81032 2.000 EACH| 3045.33000 6090.66| 2134.71000 4269.42| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0122 805-81060 4.000 EACH| 3526.17000 14104.68| 2434.71000 9738.84| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0123 807-02784 4.000 EACH| 828.12000 3312.48| 1071.95000 4287.80| LUMINAIRE MAST ARM, 6.1 m | | | 0124 808-06694 529.000 m | 1.60000 846.40| 1.53000 809.37| LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0125 808-06701 63.000 m | 1.07000 67.41| 1.02000 64.26| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0126 808-06703 889.000 m | 1.07000 951.23| 1.02000 906.78| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0127 808-06713 3094.000 m | 0.42000 1299.48| 0.40000 1237.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0128 808-06714 2488.000 m | 0.42000 1044.96| 0.40000 995.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0129 808-06716 34.200 m | 2.14000 73.19| 2.04000 69.77| LINE, REMOVE | | | 0130 808-75067 50.400 m | 48.08000 2423.23| 45.92000 2314.37| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0131 808-75069 51.800 m | 16.03000 830.35| 15.31000 793.06| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 124 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,599,254.66 ROUTE : 600 WEST CALL ORDER : 124 CONTRACT ID : R -25546-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1917625 | |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 808-75071 6.000 EACH| 245.76000 1474.56| 234.69000 1408.14| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0133 808-75073 6.000 EACH| 261.79000 1570.74| 250.00000 1500.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0134 808-75078 128.000 m | 2.35000 300.80| 2.24000 286.72| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0135 808-75245 242.000 m | 1.07000 258.94| 1.02000 246.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0136 808-75278 101.100 m | 10.15000 1026.17| 9.69000 979.66| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0137 808-75998 257.000 EACH| 25.11000 6453.27| 24.49000 6293.93| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-92027 384.000 m | 3.55000 1363.20| 3.39000 1301.76| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 2,284,320.75| $ 2,394,476.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,284,320.75| $ 2,394,476.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 128 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 6 CALL ORDER : 128 CONTRACT ID : R -25809-B COUNTIES : MARSHALL LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1572955 DEITERING LANDSCAPING, INC. IRREGULAR BID $ 318,410.00 100.0000% 2 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 454,643.00 142.7854% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 138 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 138 CONTRACT ID : R -25851-A COUNTIES : WAYNE LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 454,422.40 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,367,502.50 ROUTE : CALL ORDER : 140 CONTRACT ID : R -25870-C COUNTIES : MADISON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 03/28/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9948052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,332,799.15 100.0000% ==================================================================================================================================== |(1) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT RESTORATION | | | 0001 105-06790 8.000 MOS | 1960.33000 15682.64| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2178.14000 2178.14| | CONSTRUCTION ENGINEERING | | | 0003 202-02240 600.000 SYS | 5.96000 3576.00| | PAVEMENT, REMOVE | | | 0004 202-52710 900.000 SYS | 8.30000 7470.00| | SIDEWALK, CONCRETE, REMOVE | | | 0005 203-02000 116.000 CYS | 25.18000 2920.88| | EXCAVATION, COMMON | | | 0006 307-03644 140.000 SYS | 32.82000 4594.80| | PORTLAND CEMENT CONCRETE BASE, 4 IN. | | | 0007 604-03643 117.000 SYS | 75.96000 8887.32| | BRICK PAVERS | | | 0008 604-44251 5.000 CYS | 898.27000 4491.35| | STEPS, CONCRETE | | | 0009 604-91531 375.000 SYS | 32.82000 12307.50| | SIDEWALK, CONCRETE, 4 IN. | | | 0010 622-02564 LUMP| 5717.62000 5717.62| | LANDSCAPING | | | 0011 706-04683 153.000 LFT | 107.28000 16413.84| | RAILING , ALUMINUM | | | 0012 711-03973 LUMP| 1000117.49000 1000117.49| | BUILDING ARCHITECTURAL | | | 0013 714-02401 216.000 LFT | 65.69000 14189.04| | RETAINING WALL , CONCRETE | | | 0014 719-03975 LUMP| 46394.40000 46394.40| | BUILDING PLUMBING | | | 0015 807-03694 LUMP| 102753.80000 102753.80| | BUILDING ELECTRICAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,367,502.50 ROUTE : CALL ORDER : 140 CONTRACT ID : R -25870-C COUNTIES : MADISON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 807-03974 LUMP| 85104.33000 85104.33| | BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | SECTION TOTALS | $ 1,332,799.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,332,799.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1792004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,880,126.80 100.0000% 2 35-1139301 E & B PAVING, INC. $ 6,264,970.20 106.5448% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 110000.00000 110000.00| 180000.00000 180000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1900.00000 30400.00| 3500.00000 56000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 253600.00000 253600.00| 313000.00000 313000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 4100.00000 4100.00| 40000.00000 40000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-02241 687.000 LFT | 4.41000 3029.67| 4.41000 3029.67| GUARDRAIL, REMOVE | | | 0006 202-02245 6.000 EACH| 160.00000 960.00| 186.00000 1116.00| TREE, 6 IN., REMOVE | | | 0007 202-02250 3.000 EACH| 215.00000 645.00| 218.00000 654.00| TREE, 10 IN., REMOVE | | | 0008 202-02255 7.000 EACH| 490.00000 3430.00| 398.00000 2786.00| TREE, 18 IN., REMOVE | | | 0009 202-02260 12.000 EACH| 2175.00000 26100.00| 873.00000 10476.00| TREE, 30 IN., REMOVE | | | 0010 202-02265 3.000 EACH| 5435.00000 16305.00| 1289.00000 3867.00| TREE, 48 IN., REMOVE | | | 0011 202-02271 54.000 EACH| 225.00000 12150.00| 280.00000 15120.00| HEADWALL, REMOVE | | | 0012 202-02278 100.000 LFT | 11.50000 1150.00| 15.00000 1500.00| CURB, CONCRETE, REMOVE | | | 0013 202-51328 LUMP| 3200.00000 3200.00| 1000.00000 1000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 109 | | | 0014 202-51328 LUMP| 3200.00000 3200.00| 1000.00000 1000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 136 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-51328 LUMP| 3200.00000 3200.00| 1000.00000 1000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 62 | | | 0016 202-51328 LUMP| 18000.00000 18000.00| 7100.00000 7100.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO 96 | | | 0017 202-60820 174910.000 SYS | 0.60000 104946.00| 1.00000 174910.00| SURFACE MILLING, ASPHALT | | | 0018 202-96133 449.500 LFT | 9.00000 4045.50| 21.50000 9664.25| PIPE, REMOVE | | | 0019 203-02000 60608.000 CYS | 14.00000 848512.00| 11.50000 696992.00| EXCAVATION, COMMON | | | 0020 205-06932 7150.000 LFT | 6.00000 42900.00| 5.72000 40898.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 15.000 EACH| 65.00000 975.00| 60.00000 900.00| TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 600.000 LFT | 2.00000 1200.00| 1.95000 1170.00| TEMPORARY SILT FENCE | | | 0023 211-02060 1358.600 CYS | 18.50000 25134.10| 39.40000 53528.84| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 11321.000 TON | 15.50000 175475.50| 20.00000 226420.00| COMPACTED AGGREGATE, O, 53 | | | 0025 303-60012 42.600 TON | 10.50000 447.30| 21.00000 894.60| AGGREGATE, 2 | | | 0026 303-94433 30.900 CYS | 21.00000 648.90| 49.50000 1529.55| AGGREGATE, 12 | | | 0027 305-05204 20.000 TON | 205.00000 4100.00| 225.00000 4500.00| HMA FOR PATCHING | | | 0028 305-05206 14244.000 TON | 40.15000 571896.60| 47.00000 669468.00| WIDENING WITH HMA | | | 0029 305-06459 20.000 SYS | 105.00000 2100.00| 138.00000 2760.00| CEMENT CONCRETE 6" CAP OVER HIGH | | | PRESSURE GAS LINES | | | 0030 401-05455 23829.000 TON | 33.90000 807803.10| 34.00000 810186.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 14304.000 TON | 44.90000 642249.60| 39.00000 557856.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 401-05463 4942.000 TON | 33.90000 167533.80| 34.00000 168028.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0033 401-05464 2544.000 TON | 44.90000 114225.60| 39.00000 99216.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 401-06264 LUMP| 6200.00000 6200.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0035 405-05517 96.800 TON | 240.00000 23232.00| 100.00000 9680.00| ASPHALT FOR PRIME COAT | | | 0036 406-05520 124.200 TON | 175.00000 21735.00| 160.00000 19872.00| ASPHALT FOR TACK COAT | | | 0037 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0039 601-94689 3.000 EACH| 1900.00000 5700.00| 3166.00000 9498.00| GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 556.830 LFT | 9.41000 5239.77| 9.41000 5239.77| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06639 100.000 LFT | 79.50000 7950.00| 24.00000 2400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 500.000 LFT | 51.60000 25800.00| 21.00000 10500.00| TEMPORARY CONCRETE BARRIER | | | 0043 602-06729 8.000 EACH| 7.00000 56.00| 30.00000 240.00| BARRIER DELINEATOR | | | 0044 605-06120 197.000 LFT | 19.60000 3861.20| 25.00000 4925.00| CURB, CONCRETE | | | 0045 610-05527 5921.400 TON | 62.00000 367126.80| 50.00000 296070.00| HMA FOR APPROACHES | | | 0046 610-06259 201.220 SYS | 63.00000 12676.86| 60.00000 12073.20| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0047 611-06497 110.000 EACH| 105.00000 11550.00| 105.00000 11550.00| MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 14.000 EACH| 130.00000 1820.00| 130.00000 1820.00| MAILBOX ASSEMBLY, DOUBLE | | | 0049 611-95728 864.700 SYS | 39.25000 33939.48| 42.00000 36317.40| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0050 615-06525 5.000 EACH| 410.00000 2050.00| 630.00000 3150.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0051 616-02320 22481.700 SYS | 1.90000 42715.23| 3.00000 67445.10| GEOTEXTILES | | | 0052 616-06451 22001.100 TON | 22.60000 497224.86| 26.00000 572028.60| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 621-01004 20.000 EACH| 575.00000 11500.00| 575.00000 11500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-02363 1000.000 SYS | 0.42000 420.00| 0.42000 420.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0055 621-06559 202962.600 SYS | 0.30000 60888.78| 0.30000 60888.78| MULCHED SEEDING, R | | | 0056 621-06560 67654.200 SYS | 0.40000 27061.68| 0.40000 27061.68| MULCHED SEEDING, U | | | 0057 621-06574 25152.000 SYS | 2.65000 66652.80| 2.65000 66652.80| SODDING | | | 0058 702-51863 98.000 EACH| 31.50000 3087.00| 10.00000 980.00| FIELD DRILLED HOLE IN CONCRETE | | | 0059 706-05732 4.000 EACH| 1950.00000 7800.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0060 714-94664 21.000 LFT | 450.00000 9450.00| 861.00000 18081.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0061 715-05019 56.000 LFT | 57.75000 3234.00| 136.00000 7616.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0062 715-05119 22.000 LFT | 33.75000 742.50| 41.00000 902.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0063 715-05121 1074.000 LFT | 34.35000 36891.90| 39.00000 41886.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 715-05123 422.000 LFT | 49.25000 20783.50| 46.00000 19412.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0065 715-05133 6.670 LFT | 620.00000 4135.40| 511.00000 3408.37| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0066 715-05168 262.000 LFT | 22.00000 5764.00| 33.00000 8646.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0067 715-05169 2160.000 LFT | 34.50000 74520.00| 35.00000 75600.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0068 715-05171 1658.000 LFT | 35.50000 58859.00| 38.00000 63004.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0069 715-05173 636.000 LFT | 35.00000 22260.00| 54.00000 34344.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0070 715-26788 2.000 EACH| 5940.00000 11880.00| 7251.00000 14502.00| GRATED BOX END SECTION, I, 2:1, 60 IN. | | | 0071 715-46000 20.000 EACH| 485.00000 9700.00| 186.00000 3720.00| PIPE END SECTION, 12 IN. | | | 0072 715-46005 144.000 EACH| 510.00000 73440.00| 207.00000 29808.00| PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-46010 144.000 EACH| 550.00000 79200.00| 217.00000 31248.00| PIPE END SECTION, 18 IN. | | | 0074 715-46020 17.000 EACH| 615.00000 10455.00| 256.00000 4352.00| PIPE END SECTION, 24 IN. | | | 0075 715-46040 2.000 EACH| 995.00000 1990.00| 493.00000 986.00| PIPE END SECTION, 36 IN. | | | 0076 715-97692 3.000 EACH| 4700.00000 14100.00| 7217.00000 21651.00| GRATED BOX END SECTION, I, 4:1, 36 IN. | | | MODIFIED | | | 0077 720-44000 4.000 EACH| 410.00000 1640.00| 473.00000 1892.00| CASTING, ADJUST TO GRADE | | | 0078 720-44297 4.000 EACH| 160.00000 640.00| 1323.00000 5292.00| INLET APRON | | | 0079 720-45235 4.000 EACH| 1270.00000 5080.00| 1405.00000 5620.00| CATCH BASIN, E7 | | | 0080 801-06203 7618.000 LFT | 1.00000 7618.00| 0.21000 1599.78| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0081 801-06207 7618.000 LFT | 1.00000 7618.00| 0.79000 6018.22| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0082 801-06640 36.000 EACH| 212.00000 7632.00| 185.00000 6660.00| CONSTRUCTION SIGN, A | | | 0083 801-06710 250.000 DAY | 12.00000 3000.00| 1.00000 250.00| FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 111538.22000 111538.22| 404700.00000 404700.00| MAINTAINING TRAFFIC | | | 0085 804-06725 20.000 EACH| 15.00000 300.00| 30.00000 600.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0086 806-06539 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0087 808-06712 11458.000 LFT | 0.05000 572.90| 0.08000 916.64| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0088 808-06713 105422.000 LFT | 0.05000 5271.10| 0.08000 8433.76| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-06714 30348.000 LFT | 0.05000 1517.40| 0.08000 2427.84| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0090 808-75297 48.000 LFT | 3.50000 168.00| 2.75000 132.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-75320 4.000 EACH| 58.00000 232.00| 48.50000 194.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 142 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,904,576.00 ROUTE : SR 9 CALL ORDER : 142 CONTRACT ID : R -25972-A COUNTIES : MADISON GRANT LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-75325 3.000 EACH| 79.00000 237.00| 70.00000 210.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-75998 951.000 EACH| 19.25000 18306.75| 17.85000 16975.35| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,880,126.80| $ 6,264,970.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,880,126.80| $ 6,264,970.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,040,854.30 ROUTE : I-465 CALL ORDER : 150 CONTRACT ID : R -26004-B COUNTIES : MARION LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654370 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 896,031.90 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 917,514.40 102.3975% 3 35-2148451 GREEN GROW LLC $ 933,304.60 104.1597% ==================================================================================================================================== |(1) 35-1990156 |(2) 35-1817574 |(3) 35-2148451 |EARTH IMAGES, INC. |YARDBERRY LANDSCAPE |GREEN GROW LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 9700.00000 9700.00| 35000.00000 35000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2400.00000 28800.00| 2100.00000 25200.00| 1650.00000 19800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 5400.00000 5400.00| 43000.00000 43000.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 10500.00000 10500.00| 101400.00000 101400.00| 45000.00000 45000.00 CLEARING AND GRUBBING HERBICIDE & | | | PARTIAL NETTING REMOVAL/CUT TING | | | 0005 210-07219 1650.000 EACH| 21.00000 34650.00| 55.00000 90750.00| 30.30000 49995.00 CORING CONCRETE EROSION CONTROL MATTRESS| | | 0006 621-03909 130.300 kg | 1125.00000 146587.50| 820.00000 106846.00| 652.00000 84955.60 SEED MIXTURE, NATIVE | | | 0007 621-04258 1014.200 kg | 30.00000 30426.00| 7.00000 7099.40| 7.25000 7352.95 SEED MIXTURE , TURF | | | 0008 621-07187 79830.000 m2 | 0.08000 6386.40| 1.00000 79830.00| 0.35000 27940.50 SEEDBED SOIL AERATION (TWO PASSES) | | | 0009 621-07188 305.000 m | 13.00000 3965.00| 65.00000 19825.00| 45.67000 13929.35 COMPOST FILTER BERM (FERTILIZER AND | | | SEED) | | | 0010 621-07189 4140.000 m3 | 118.00000 488520.00| 65.00000 269100.00| 109.90000 454986.00 COMPOST SOIL MULCH (WITH FERTILIZER, | | | MULCH, AND COMPOST) | | | 0011 621-07220 18.000 m3 | 73.50000 1323.00| 65.00000 1170.00| 362.00000 6516.00 COLORED MULCH (MULCH ONLY APPLIED OVER | | | COMPOST FILTER BERM) | | | 0012 622-01345 72.000 EACH| 280.00000 20160.00| 350.00000 25200.00| 250.00000 18000.00 TREE PLANTING 1.5 IN. CALIPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,040,854.30 ROUTE : I-465 CALL ORDER : 150 CONTRACT ID : R -26004-B COUNTIES : MARION LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1990156 |(2) 35-1817574 |(3) 35-2148451 |EARTH IMAGES, INC. |YARDBERRY LANDSCAPE |GREEN GROW LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 622-01345 194.000 EACH| 53.00000 10282.00| 45.00000 8730.00| 60.00000 11640.00 TREE PLANTING 3 GALLON ROOTFORCE | | | 0014 622-01345 383.000 EACH| 114.00000 43662.00| 60.00000 22980.00| 60.00000 22980.00 TREE PLANTING 5 GALLON ROOTFORCE | | | 0015 622-01937 1650.000 EACH| 9.50000 15675.00| 6.50000 10725.00| 22.00000 36300.00 PLANT , PERENNIAL LANDSCAPE PLANT PLUG | | | 0016 622-01937 1638.000 EACH| 17.50000 28665.00| 15.50000 25389.00| 30.00000 49140.00 PLANT , PERENNIAL NATIVE GRASS-GALLON | | | 0017 622-05625 14.000 EACH| 300.00000 4200.00| 280.00000 3920.00| 200.00000 2800.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0018 622-52436 10.000 EACH| 43.00000 430.00| 35.00000 350.00| 46.92000 469.20 SIGN, DO NOT MOW OR SPRAY | | | 0019 801-06775 LUMP| 6700.00000 6700.00| 41000.00000 41000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 896,031.90| $ 917,514.40| $ 933,304.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 896,031.90| $ 917,514.40| $ 933,304.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,655.08 ROUTE : US 24 CALL ORDER : 160 CONTRACT ID : R -26008-B COUNTIES : HUNTINGTON WABASH LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/23/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5185003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 601,051.55 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 608,820.90 101.2926% ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 | |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 33390.00000 33390.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2399.00000 28788.00| 1800.00000 21600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10219.00000 10219.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 621-03909 1566.730 LBS | 335.00000 524854.55| 330.00000 517020.90| SEED MIXTURE, NATIVE | | | 0005 622-52436 100.000 EACH| 20.00000 2000.00| 32.00000 3200.00| SIGN, DO NOT MOW OR SPRAY | | | 0006 801-06645 20.000 EACH| 60.00000 1200.00| 50.00000 1000.00| CONSTRUCTION SIGN, B | | | 0007 802-04893 20.000 EACH| 30.00000 600.00| 50.00000 1000.00| REFERENCE POST 152mm STEEL U CHANNEL | | | SECTION TOTALS | $ 601,051.55| $ 608,820.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 601,051.55| $ 608,820.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 331 CALL ORDER : 170 CONTRACT ID : R -26028-A COUNTIES : MARSHALL LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/10/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 434,243.13 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 540,048.72 124.3655% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 172 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,096.39 ROUTE : SR 56 CALL ORDER : 172 CONTRACT ID : R -26029-A COUNTIES : PIKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5063003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,041,222.56 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,322,728.08 127.0360% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,343,707.60 129.0509% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 |(3) 35-0999231 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 32000.00000 32000.00| 29368.50000 29368.50 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| 2050.00000 20500.00| 1361.29000 13612.90 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 66000.00000 66000.00| 68355.78000 68355.78 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 10290.00000 10290.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 51.000 m2 | 15.50000 790.50| 15.90000 810.90| 24.82000 1265.82 PAVEMENT, REMOVE | | | 0006 202-52710 633.200 m2 | 4.60000 2912.72| 8.60000 5445.52| 11.75000 7440.10 SIDEWALK, CONCRETE, REMOVE | | | 0007 203-02000 6386.430 m3 | 14.00000 89410.02| 10.90000 69612.09| 19.16000 122364.00 EXCAVATION, COMMON | | | 0008 205-06933 30.000 EACH| 65.00000 1950.00| 58.00000 1740.00| 57.75000 1732.50 TEMPORARY DITCH INLET PROTECTION | | | 0010 211-02060 19.700 m3 | 48.00000 945.60| 40.60000 799.82| 44.75000 881.58 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 4100.000 Mg | 1.00000 4100.00| 21.40000 87740.00| 20.98000 86018.00 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05731 2.400 Mg | 65.00000 156.00| 165.00000 396.00| 68.25000 163.80 WIDENING WITH QC/QA HMA | | | 0013 401-05437 2516.500 Mg | 39.00000 98143.50| 52.50000 132116.25| 40.95000 103050.68 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05455 872.700 Mg | 39.00000 34035.30| 55.00000 47998.50| 40.95000 35737.07 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 396.700 Mg | 60.00000 23802.00| 65.00000 25785.50| 63.00000 24992.10 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 172 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,096.39 ROUTE : SR 56 CALL ORDER : 172 CONTRACT ID : R -26029-A COUNTIES : PIKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 |(3) 35-0999231 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05495 11.500 Mg | 39.00000 448.50| 80.00000 920.00| 40.95000 470.93 HMA WEDGE AND LEVEL | | | 0017 404-05511 63.040 m2 | 15.00000 945.60| 40.00000 2521.60| 15.75000 992.88 SEAL COAT, 2 | | | 0018 406-05520 1.500 Mg | 650.00000 975.00| 230.00000 345.00| 682.50000 1023.75 ASPHALT FOR TACK COAT | | | 0019 604-06069 158.600 m2 | 34.01000 5393.99| 45.00000 7137.00| 33.60000 5328.96 CURB RAMP, CONCRETE | | | 0020 604-44251 2.500 m3 | 665.35000 1663.38| 615.00000 1537.50| 708.75000 1771.88 STEPS, CONCRETE | | | 0021 604-91531 1485.180 m2 | 31.04000 46099.99| 32.00000 47525.76| 27.30000 40545.41 SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06120 25.600 m | 31.73000 812.29| 104.00000 2662.40| 33.39000 854.78 CURB, CONCRETE | | | 0023 605-06140 1055.430 m | 28.84000 30438.60| 43.00000 45383.49| 30.45000 32137.84 CURB AND GUTTER, CONCRETE | | | 0024 610-05527 4.700 Mg | 65.00000 305.50| 140.00000 658.00| 68.25000 320.78 HMA FOR APPROACHES | | | 0025 610-06462 17.800 Mg | 32.00000 569.60| 41.00000 729.80| 22.05000 392.49 COMPACTED AGGREGATE, P | | | 0026 611-05330 1391.500 m2 | 34.66000 48229.39| 34.00000 47311.00| 36.75000 51137.63 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-95023 17.000 EACH| 135.00000 2295.00| 142.00000 2414.00| 141.75000 2409.75 MAILBOX ASSEMBLY, RESET | | | 0028 616-06405 58.600 Mg | 46.60000 2730.76| 37.00000 2168.20| 42.46000 2488.16 RIPRAP, REVETMENT | | | 0029 621-06567 63.010 kL | 1.00000 63.01| 1.00000 63.01| 0.58000 36.55 WATER | | | 0030 621-06575 3500.410 m2 | 3.35000 11726.37| 3.40000 11901.39| 3.73000 13056.53 SODDING, NURSERY | | | 0031 714-04802 25.000 m2 | 100.00000 2500.00| 138.00000 3450.00| 136.50000 3412.50 CONCRETE MODULAR BLOCK WALL | | | 0032 715-05024 81.000 m | 150.00000 12150.00| 158.00000 12798.00| 213.32000 17278.92 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0033 715-05149 84.900 m | 100.00000 8490.00| 128.00000 10867.20| 123.78000 10508.92 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0034 715-05151 107.200 m | 120.00000 12864.00| 134.00000 14364.80| 95.10000 10194.72 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0035 715-05152 212.100 m | 95.00000 20149.50| 142.00000 30118.20| 136.44000 28938.92 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 172 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,096.39 ROUTE : SR 56 CALL ORDER : 172 CONTRACT ID : R -26029-A COUNTIES : PIKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 |(3) 35-0999231 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05154 811.800 m | 97.00000 78744.60| 148.00000 120146.40| 129.09000 104795.26 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0037 715-05156 69.200 m | 140.00000 9688.00| 156.00000 10795.20| 175.19000 12123.15 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0038 715-26732 1.000 EACH| 6200.00000 6200.00| 5965.00000 5965.00| 5924.99000 5924.99 GRATED BOX END SECTION, II, 4:1, 900 mm | | | 0039 720-45235 4.000 EACH| 1450.00000 5800.00| 2015.00000 8060.00| 1418.44000 5673.76 CATCH BASIN, E7 | | | 0040 720-45240 26.000 EACH| 1550.00000 40300.00| 2345.00000 60970.00| 1780.98000 46305.48 CATCH BASIN, J10 | | | 0041 720-45260 1.000 EACH| 730.00000 730.00| 1025.00000 1025.00| 936.66000 936.66 PIPE CATCH BASIN, 300 mm | | | 0042 720-95422 4.000 EACH| 3700.00000 14800.00| 2795.00000 11180.00| 2790.38000 11161.52 MANHOLE, J4 | | | 0043 722-60824 191.800 m2 | 3.55000 680.89| 8.80000 1687.84| 11.24000 2155.83 SURFACE MILLING | | | 0044 731-93946 25.000 m2 | 130.00000 3250.00| 138.00000 3450.00| 136.50000 3412.50 WALL ERECTION | | | 0045 731-93947 43.000 m | 35.00000 1505.00| 42.00000 1806.00| 33.60000 1444.80 LEVELING PAD, CONCRETE | | | 0046 801-06606 5.000 EACH| 205.00000 1025.00| 270.00000 1350.00| 262.50000 1312.50 BARRICADE, IIIB | | | 0047 801-06640 26.000 EACH| 155.00000 4030.00| 105.00000 2730.00| 99.75000 2593.50 CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 40000.00000 40000.00| 38000.00000 38000.00| 30631.30000 30631.30 MAINTAINING TRAFFIC | | | 0049 802-76025 2.240 m2 | 142.00000 318.08| 240.00000 537.60| 224.84000 503.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0050 802-76055 37.800 m | 11.00000 415.80| 14.00000 529.20| 13.61000 514.46 SIGN POST, A | | | 0051 802-91122 8.000 EACH| 61.00000 488.00| 115.00000 920.00| 115.50000 924.00 SIGN, GROUND MOUNTED, RESET | | | 0052 808-75245 1300.980 m | 1.10000 1431.08| 1.20000 1561.18| 1.24000 1613.22 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75297 13.330 m | 25.70000 342.58| 21.00000 279.93| 20.33000 271.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0054 808-75300 17.210 m | 6.45000 111.00| 2.70000 46.47| 2.67000 45.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 172 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,096.39 ROUTE : SR 56 CALL ORDER : 172 CONTRACT ID : R -26029-A COUNTIES : PIKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1009310 |(3) 35-0999231 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 213-52830 3009.200 m3 | 61.00000 183561.20| 79.00000 237726.80| 97.76000 294179.39 FLOWABLE MORTAR | | | 0056 207-06499 6411.690 m2 | 9.00000 57705.21| 8.60000 55140.53| 13.82000 88609.56 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 1,041,222.56| $ 1,322,728.08| $ 1,343,707.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,041,222.56| $ 1,322,728.08| $ 1,343,707.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/04/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3230010 3230001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 931,371.97 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 994,634.49 106.7924% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,032,295.94 110.8360% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,040,702.85 111.7386% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 18600.00000 18600.00| 19578.37000 19578.37| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2100.00000 21000.00| 2735.38000 27353.80| 2200.00000 22000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 44730.00000 44730.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 2403.26000 2403.26| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 8.000 EACH| 500.00000 4000.00| 602.27000 4818.16| 175.00000 1400.00 HEADWALL, REMOVE | | | 0006 202-60820 460.000 SYS | 5.00000 2300.00| 8.06000 3707.60| 7.00000 3220.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1500.00000 1500.00| 1578.90000 1578.90| 1650.00000 1650.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 4109.000 CYS | 19.50000 80125.50| 16.58000 68127.22| 25.00000 102725.00 EXCAVATION, COMMON | | | 0010 205-06932 100.000 LFT | 5.06000 506.00| 5.33000 533.00| 5.50000 550.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 33.000 EACH| 50.00000 1650.00| 52.63000 1736.79| 54.00000 1782.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1000.000 LFT | 1.56000 1560.00| 1.64000 1640.00| 1.70000 1700.00 TEMPORARY SILT FENCE | | | 0013 211-02060 536.000 CYS | 35.00000 18760.00| 15.67000 8399.12| 16.50000 8844.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 50.000 TON | 28.00000 1400.00| 39.60000 1980.00| 22.00000 1100.00 COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 451.000 TON | 25.00000 11275.00| 25.14000 11338.14| 25.00000 11275.00 COMPACTED AGGREGATE, O, 53 | | | 0016 303-52308 1681.000 TON | 16.00000 26896.00| 16.02000 26929.62| 19.00000 31939.00 COMPACTED AGGREGATE, O, 53 , FOR | | | SHOULDERS | | | 0017 401-05437 2341.000 TON | 32.00000 74912.00| 34.00000 79594.00| 38.00000 88958.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 2162.000 TON | 30.00000 64860.00| 37.00000 79994.00| 33.00000 71346.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 1086.000 TON | 44.00000 47784.00| 54.00000 58644.00| 46.00000 49956.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 3300.00000 3300.00| 900.00000 900.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0021 402-05468 930.000 TON | 32.00000 29760.00| 34.00000 31620.00| 34.00000 31620.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 843.000 TON | 31.00000 26133.00| 33.50000 28240.50| 32.00000 26976.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 425.000 TON | 44.00000 18700.00| 44.00000 18700.00| 44.00000 18700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 830.000 TON | 34.00000 28220.00| 42.00000 34860.00| 32.00000 26560.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05495 120.000 TON | 55.00000 6600.00| 72.00000 8640.00| 34.00000 4080.00 HMA WEDGE AND LEVEL | | | 0026 404-05511 3733.000 SYS | 1.25000 4666.25| 2.25000 8399.25| 1.30000 4852.90 SEAL COAT, 2 | | | 0027 405-05517 7.400 TON | 200.00000 1480.00| 364.00000 2693.60| 400.00000 2960.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 15.400 TON | 207.00000 3187.80| 190.00000 2926.00| 175.00000 2695.00 ASPHALT FOR TACK COAT | | | 0029 408-04385 65.000 TON | 15.00000 975.00| 29.00000 1885.00| 25.00000 1625.00 COVER AGGREGATE | | | 0030 610-05527 259.000 TON | 65.00000 16835.00| 87.00000 22533.00| 63.00000 16317.00 HMA FOR APPROACHES | | | 0031 611-05330 137.000 SYS | 45.00000 6165.00| 51.51000 7056.87| 41.00000 5617.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 611-95023 15.000 EACH| 125.00000 1875.00| 131.58000 1973.70| 130.00000 1950.00 MAILBOX ASSEMBLY, RESET | | | 0033 615-06490 32.000 EACH| 119.00000 3808.00| 125.26000 4008.32| 125.00000 4000.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 570.00000 1140.00| 599.98000 1199.96| 600.00000 1200.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 300.000 SYS | 2.00000 600.00| 2.91000 873.00| 3.75000 1125.00 GEOTEXTILES | | | 0036 616-06401 150.000 TON | 15.00000 2250.00| 22.99000 3448.50| 26.00000 3900.00 RIPRAP, DUMPED | | | 0037 621-01004 1.000 EACH| 300.00000 300.00| 315.78000 315.78| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 7167.000 SYS | 0.32000 2293.44| 0.34000 2436.78| 0.35000 2508.45 MULCHED SEEDING, R | | | 0039 621-06567 19.000 MG | 2.00000 38.00| 2.11000 40.09| 2.00000 38.00 WATER | | | 0040 621-06574 4695.000 SYS | 2.62000 12300.90| 3.86000 18122.70| 2.75000 12911.25 SODDING | | | 0041 702-90915 111.000 CYS | 45.00000 4995.00| 85.83000 9527.13| 200.00000 22200.00 CONCRETE, A | | | 0042 715-05024 2280.000 LFT | 55.00000 125400.00| 54.07000 123279.60| 58.00000 132240.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0043 715-05149 65.000 LFT | 25.00000 1625.00| 23.23000 1509.95| 33.00000 2145.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05152 426.000 LFT | 28.00000 11928.00| 25.88000 11024.88| 53.00000 22578.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0045 715-05153 138.000 LFT | 31.00000 4278.00| 30.13000 4157.94| 44.00000 6072.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0046 715-05154 96.000 LFT | 42.00000 4032.00| 34.82000 3342.72| 45.00000 4320.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0047 715-05156 198.000 LFT | 47.00000 9306.00| 45.24000 8957.52| 56.00000 11088.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0048 715-05168 112.000 LFT | 30.00000 3360.00| 18.57000 2079.84| 22.00000 2464.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0049 715-05173 58.000 LFT | 35.00000 2030.00| 59.02000 3423.16| 42.00000 2436.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0050 715-05361 50.000 LFT | 30.00000 1500.00| 35.02000 1751.00| 36.00000 1800.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0051 715-46000 12.000 EACH| 100.00000 1200.00| 218.77000 2625.24| 265.00000 3180.00 PIPE END SECTION, 12 IN. | | | 0052 715-46010 2.000 EACH| 150.00000 300.00| 262.21000 524.42| 300.00000 600.00 PIPE END SECTION, 18 IN. | | | 0053 715-46020 2.000 EACH| 185.00000 370.00| 307.91000 615.82| 340.00000 680.00 PIPE END SECTION, 24 IN. | | | 0054 715-46040 1.000 EACH| 900.00000 900.00| 986.37000 986.37| 800.00000 800.00 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-46045 2.000 EACH| 150.00000 300.00| 244.05000 488.10| 300.00000 600.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0056 720-04682 21.000 EACH| 1850.00000 38850.00| 2384.54000 50075.34| 3150.00000 66150.00 INLET , SPL 5 FT. X 5 FT. | | | 0057 720-45030 1.000 EACH| 900.00000 900.00| 1020.22000 1020.22| 1600.00000 1600.00 INLET, E7 | | | 0058 801-06203 6582.000 LFT | 0.12000 789.84| 0.13000 855.66| 0.13000 855.66 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0059 801-06207 10200.000 LFT | 0.84000 8568.00| 0.84000 8568.00| 0.80000 8160.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0060 801-06606 6.000 EACH| 125.00000 750.00| 63.16000 378.96| 65.00000 390.00 BARRICADE, IIIB | | | 0061 801-06640 31.000 EACH| 89.00000 2759.00| 47.37000 1468.47| 48.00000 1488.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH| 30.00000 120.00| 31.58000 126.32| 32.00000 128.00 CONSTRUCTION SIGN, B | | | 0063 801-06710 90.000 DAY | 15.00000 1350.00| 12.63000 1136.70| 13.00000 1170.00 FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 35500.00000 35500.00| 31936.44000 31936.44| 16050.00000 16050.00 MAINTAINING TRAFFIC | | | 0065 802-05701 83.000 LFT | 7.00000 581.00| 7.37000 611.71| 7.00000 581.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-05702 45.000 LFT | 6.00000 270.00| 6.32000 284.40| 6.50000 292.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 32.000 SFT | 14.00000 448.00| 14.74000 471.68| 15.00000 480.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0068 802-76035 86.000 SFT | 20.00000 1720.00| 21.05000 1810.30| 21.00000 1806.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0069 805-01815 4.000 EACH| 1500.00000 6000.00| 1578.90000 6315.60| 1550.00000 6200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0070 805-01842 7.000 EACH| 680.00000 4760.00| 715.77000 5010.39| 740.00000 5180.00 HANDHOLE, SIGNAL | | | 0071 805-01844 1550.000 LFT | 6.00000 9300.00| 6.32000 9796.00| 6.50000 10075.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-02087 LUMP| 100.00000 100.00| 105.26000 105.26| 105.00000 105.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0073 805-78205 8.000 EACH| 340.00000 2720.00| 357.88000 2863.04| 360.00000 2880.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0074 805-78415 4.000 EACH| 1200.00000 4800.00| 1263.12000 5052.48| 1250.00000 5000.00 SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 210.00000 840.00| 221.05000 884.20| 225.00000 900.00 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH| 475.00000 475.00| 499.99000 499.99| 500.00000 500.00 SIGNAL SERVICE | | | 0077 805-78467 50.000 LFT | 1.00000 50.00| 1.05000 52.50| 1.05000 52.50 SIGNAL CABLE, 3C 8GA. | | | 0078 805-78470 3800.000 LFT | 0.10000 380.00| 0.11000 418.00| 0.10000 380.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0079 805-78485 340.000 LFT | 1.00000 340.00| 1.05000 357.00| 1.05000 357.00 SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 600.000 LFT | 1.10000 660.00| 1.16000 696.00| 1.10000 660.00 SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 2850.000 LFT | 1.00000 2850.00| 1.05000 2992.50| 1.05000 2992.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 8.000 EACH| 550.00000 4400.00| 578.93000 4631.44| 600.00000 4800.00 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 1200.000 LFT | 5.00000 6000.00| 5.26000 6312.00| 5.25000 6300.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 500.00000 500.00| 526.30000 526.30| 525.00000 525.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-96014 152.000 LFT | 4.25000 646.00| 3.16000 480.32| 1.05000 159.60 SAW CUT, FULL DEPTH | | | 0086 808-06701 4242.000 LFT | 0.05000 212.10| 0.31000 1315.02| 0.30000 1272.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0087 808-06703 2101.000 LFT | 0.40000 840.40| 0.29000 609.29| 0.30000 630.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0088 808-06713 8022.000 LFT | 0.12000 962.64| 0.08000 641.76| 0.09000 721.98 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-06716 960.000 LFT | 0.70000 672.00| 0.42000 403.20| 0.42000 403.20 LINE, REMOVE | | | 0090 808-75245 2648.000 LFT | 0.40000 1059.20| 0.29000 767.92| 0.30000 794.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75278 536.000 LFT | 1.50000 804.00| 1.26000 675.36| 1.25000 670.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0092 808-75297 370.000 LFT | 1.50000 555.00| 2.53000 936.10| 2.60000 962.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0093 808-75320 20.000 EACH| 50.00000 1000.00| 43.68000 873.60| 45.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75325 6.000 EACH| 75.00000 450.00| 55.26000 331.56| 55.00000 330.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-92027 3206.000 LFT | 0.65000 2083.90| 0.59000 1891.54| 0.60000 1923.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0096 805-79020 LUMP| 3000.00000 3000.00| 3157.80000 3157.80| 3150.00000 3150.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0097 207-06499 2842.000 SYS | 3.00000 8526.00| 6.70000 19041.40| 3.25000 9236.50 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 931,371.97| $ 994,634.49| $ 1,032,295.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 931,371.97| $ 994,634.49| $ 1,032,295.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 19631.69000 19631.69| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1928.75000 19287.50| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 51000.00000 51000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14861.07000 14861.07| | CLEARING RIGHT OF WAY | | | 0005 202-02271 8.000 EACH| 596.96000 4775.68| | HEADWALL, REMOVE | | | 0006 202-60820 460.000 SYS | 9.79000 4503.40| | SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1583.20000 1583.20| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 4109.000 CYS | 18.23000 74907.07| | EXCAVATION, COMMON | | | 0010 205-06932 100.000 LFT | 5.34000 534.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 33.000 EACH| 52.77000 1741.41| | TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1000.000 LFT | 1.65000 1650.00| | TEMPORARY SILT FENCE | | | 0013 211-02060 536.000 CYS | 26.08000 13978.88| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 50.000 TON | 39.50000 1975.00| | COMPACTED AGGREGATE, O, 73 | | | 0015 303-52308 451.000 TON | 17.77000 8014.27| | COMPACTED AGGREGATE, O, 53 | | | 0016 303-52308 1681.000 TON | 16.49000 27719.69| | COMPACTED AGGREGATE, O, 53 , FOR | | | SHOULDERS | | | 0017 401-05437 2341.000 TON | 34.94000 81794.54| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 2162.000 TON | 37.41000 80880.42| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 1086.000 TON | 49.12000 53344.32| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 1019.75000 1019.75| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05468 930.000 TON | 32.88000 30578.40| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 843.000 TON | 35.34000 29791.62| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 425.000 TON | 42.79000 18185.75| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 830.000 TON | 35.07000 29108.10| | HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05495 120.000 TON | 41.78000 5013.60| | HMA WEDGE AND LEVEL | | | 0026 404-05511 3733.000 SYS | 1.10000 4106.30| | SEAL COAT, 2 | | | 0027 405-05517 7.400 TON | 357.47000 2645.28| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 15.400 TON | 177.18000 2728.57| | ASPHALT FOR TACK COAT | | | 0029 408-04385 65.000 TON | 46.14000 2999.10| | COVER AGGREGATE | | | 0030 610-05527 259.000 TON | 59.85000 15501.15| | HMA FOR APPROACHES | | | 0031 611-05330 137.000 SYS | 47.50000 6507.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 611-95023 15.000 EACH| 96.38000 1445.70| | MAILBOX ASSEMBLY, RESET | | | 0033 615-06490 32.000 EACH| 121.38000 3884.16| | RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 469.69000 939.38| | MONUMENT, B | | | 0035 616-02320 300.000 SYS | 6.93000 2079.00| | GEOTEXTILES | | | 0036 616-06401 150.000 TON | 24.07000 3610.50| | RIPRAP, DUMPED | | | 0037 621-01004 1.000 EACH| 316.64000 316.64| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 7167.000 SYS | 0.34000 2436.78| | MULCHED SEEDING, R | | | 0039 621-06567 19.000 MG | 2.11000 40.09| | WATER | | | 0040 621-06574 4695.000 SYS | 4.28000 20094.60| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 702-90915 111.000 CYS | 152.43000 16919.73| | CONCRETE, A | | | 0042 715-05024 2280.000 LFT | 71.37000 162723.60| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0043 715-05149 65.000 LFT | 47.79000 3106.35| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05152 426.000 LFT | 32.92000 14023.92| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0045 715-05153 138.000 LFT | 37.31000 5148.78| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0046 715-05154 96.000 LFT | 51.13000 4908.48| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0047 715-05156 198.000 LFT | 49.78000 9856.44| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0048 715-05168 112.000 LFT | 54.31000 6082.72| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0049 715-05173 58.000 LFT | 72.79000 4221.82| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0050 715-05361 50.000 LFT | 68.88000 3444.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0051 715-46000 12.000 EACH| 427.26000 5127.12| | PIPE END SECTION, 12 IN. | | | 0052 715-46010 2.000 EACH| 473.83000 947.66| | PIPE END SECTION, 18 IN. | | | 0053 715-46020 2.000 EACH| 530.62000 1061.24| | PIPE END SECTION, 24 IN. | | | 0054 715-46040 1.000 EACH| 989.02000 989.02| | PIPE END SECTION, 36 IN. | | | 0055 715-46045 2.000 EACH| 434.07000 868.14| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0056 720-04682 21.000 EACH| 2929.81000 61526.01| | INLET , SPL 5 FT. X 5 FT. | | | 0057 720-45030 1.000 EACH| 745.75000 745.75| | INLET, E7 | | | 0058 801-06203 6582.000 LFT | 0.13000 855.66| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0059 801-06207 10200.000 LFT | 0.89000 9078.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0060 801-06606 6.000 EACH| 131.93000 791.58| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06640 31.000 EACH| 93.94000 2912.14| | CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH| 31.67000 126.68| | CONSTRUCTION SIGN, B | | | 0063 801-06710 90.000 DAY | 15.83000 1424.70| | FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 10245.31000 10245.31| | MAINTAINING TRAFFIC | | | 0065 802-05701 83.000 LFT | 7.39000 613.37| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-05702 45.000 LFT | 6.33000 284.85| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 32.000 SFT | 14.78000 472.96| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0068 802-76035 86.000 SFT | 21.11000 1815.46| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0069 805-01815 4.000 EACH| 1583.20000 6332.80| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0070 805-01842 7.000 EACH| 717.72000 5024.04| | HANDHOLE, SIGNAL | | | 0071 805-01844 1550.000 LFT | 6.33000 9811.50| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0072 805-02087 LUMP| 105.55000 105.55| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0073 805-78205 8.000 EACH| 358.86000 2870.88| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0074 805-78415 4.000 EACH| 1266.56000 5066.24| | SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 221.65000 886.60| | DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH| 501.35000 501.35| | SIGNAL SERVICE | | | 0077 805-78467 50.000 LFT | 1.06000 53.00| | SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78470 3800.000 LFT | 0.11000 418.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0079 805-78485 340.000 LFT | 1.06000 360.40| | SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 600.000 LFT | 1.16000 696.00| | SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 2850.000 LFT | 1.06000 3021.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 8.000 EACH| 580.51000 4644.08| | SIGNAL DETECTOR HOUSING | | | 0083 805-78795 1200.000 LFT | 5.28000 6336.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 527.73000 527.73| | CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-96014 152.000 LFT | 4.22000 641.44| | SAW CUT, FULL DEPTH | | | 0086 808-06701 4242.000 LFT | 0.05000 212.10| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0087 808-06703 2101.000 LFT | 0.42000 882.42| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0088 808-06713 8022.000 LFT | 0.13000 1042.86| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-06716 960.000 LFT | 0.74000 710.40| | LINE, REMOVE | | | 0090 808-75245 2648.000 LFT | 0.42000 1112.16| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75278 536.000 LFT | 1.58000 846.88| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0092 808-75297 370.000 LFT | 1.58000 584.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0093 808-75320 20.000 EACH| 52.77000 1055.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75325 6.000 EACH| 79.16000 474.96| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-92027 3206.000 LFT | 0.69000 2212.14| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,134,838.78 ROUTE : US 40 CALL ORDER : 180 CONTRACT ID : R -26069-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-79020 LUMP| 3166.40000 3166.40| | TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0097 207-06499 2842.000 SYS | 1.96000 5570.32| | SUBGRADE TREATMENT | | | SECTION TOTALS | $ 1,040,702.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,040,702.85| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/28/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945064 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 3,493,820.26 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 3,706,108.51 106.0761% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,969,789.44 113.6231% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVE LANES | | | 0001 105-06845 LUMP| 110000.00000 110000.00| 16000.00000 16000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 3000.00000 36000.00| 1700.00000 20400.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 170000.00000 170000.00| 185000.00000 185000.00| 198000.00000 198000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 39000.00000 39000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 8000.000 m2 | 1.85000 14800.00| 2.00000 16000.00| 2.00000 16000.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 4065.000 m3 | 17.00000 69105.00| 20.00000 81300.00| 23.40000 95121.00 EXCAVATION, COMMON | | | 0007 203-02070 4990.000 m3 | 14.70000 73353.00| 20.00000 99800.00| 14.65000 73103.50 BORROW | | | 0008 205-02236 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 112.00000 112.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0009 205-03662 LUMP| 90500.00000 90500.00| 50000.00000 50000.00| 5590.00000 5590.00 IRRIGATION, LANDSCAPE | | | 0010 207-06499 15182.000 m2 | 3.00000 45546.00| 4.00000 60728.00| 4.46000 67711.72 SUBGRADE TREATMENT | | | 0011 210-06799 0.950 m3 | 2750.00000 2612.50| 9000.00000 8550.00| 8379.88000 7960.89 LIMESTONE , BASE | | | 0012 210-06799 1.100 m3 | 3300.00000 3630.00| 12000.00000 13200.00| 5590.00000 6149.00 LIMESTONE , CAP | | | 0014 210-07171 5.000 EACH| 4500.00000 22500.00| 7500.00000 37500.00| 23780.00000 118900.00 STEEL STRUCTURE , PYLON | | | 0015 211-02060 6389.000 m3 | 1.00000 6389.00| 0.10000 638.90| 31.30000 199975.70 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 213-52830 30.000 m3 | 125.00000 3750.00| 100.00000 3000.00| 189.00000 5670.00 FLOWABLE MORTAR | | | 0017 303-04075 190.000 Mg | 18.75000 3562.50| 18.00000 3420.00| 20.80000 3952.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 1452.000 Mg | 14.80000 21489.60| 18.00000 26136.00| 27.50000 39930.00 COMPACTED AGGREGATE, O, 53 | | | 0019 305-05204 15.000 Mg | 140.00000 2100.00| 90.00000 1350.00| 101.00000 1515.00 HMA FOR PATCHING | | | 0020 305-05206 467.500 Mg | 55.00000 25712.50| 35.00000 16362.50| 68.80000 32164.00 WIDENING WITH HMA | | | 0021 401-05437 7591.000 Mg | 32.25000 244809.75| 35.00000 265685.00| 36.00000 273276.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 4514.000 Mg | 32.25000 145576.50| 39.00000 176046.00| 30.00000 135420.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 2508.000 Mg | 39.25000 98439.00| 45.00000 112860.00| 45.00000 112860.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 3794.000 Mg | 27.25000 103386.50| 35.00000 132790.00| 35.00000 132790.00 HMA BASE C25.0 mm, MAINLINE | | | 0025 402-05481 35.000 Mg | 45.20000 1582.00| 35.00000 1225.00| 59.75000 2091.25 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05495 7514.000 Mg | 26.45000 198745.30| 39.00000 293046.00| 30.00000 225420.00 HMA WEDGE AND LEVEL | | | 0027 404-05511 114.500 m2 | 11.50000 1316.75| 6.00000 687.00| 15.20000 1740.40 SEAL COAT, 2 | | | 0028 406-05520 35.400 Mg | 475.00000 16815.00| 250.00000 8850.00| 344.00000 12177.60 ASPHALT FOR TACK COAT | | | 0029 506-06333 100.000 m2 | 100.00000 10000.00| 125.00000 12500.00| 200.00000 20000.00 PCCP PATCHING, FULL DEPTH | | | 0030 604-06069 317.000 m2 | 40.00000 12680.00| 85.00000 26945.00| 47.85000 15168.45 CURB RAMP, CONCRETE | | | 0031 604-06844 10.000 m2 | 495.00000 4950.00| 160.00000 1600.00| 200.00000 2000.00 BRICK | | | 0032 604-44251 2.260 m3 | 1075.00000 2429.50| 1000.00000 2260.00| 1040.00000 2350.40 STEPS, CONCRETE | | | 0033 604-91531 1634.000 m2 | 32.50000 53105.00| 40.00000 65360.00| 36.85000 60212.90 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 968.000 m | 48.00000 46464.00| 60.00000 58080.00| 35.00000 33880.00 CURB, CONCRETE | | | 0035 605-06140 3408.500 m | 40.00000 136340.00| 50.00000 170425.00| 35.00000 119297.50 CURB AND GUTTER, CONCRETE | | | 0036 605-06255 63.000 m2 | 82.00000 5166.00| 120.00000 7560.00| 126.00000 7938.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 610-05527 2475.000 Mg | 44.00000 108900.00| 60.00000 148500.00| 48.90000 121027.50 HMA FOR APPROACHES | | | 0038 611-03668 2.000 EACH| 1600.00000 3200.00| 5000.00000 10000.00| 1340.00000 2680.00 URN , PRECAST | | | 0039 611-05330 4002.000 m2 | 40.00000 160080.00| 75.00000 300150.00| 45.00000 180090.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 7.000 EACH| 125.00000 875.00| 110.00000 770.00| 134.00000 938.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 17.000 EACH| 165.00000 2805.00| 125.00000 2125.00| 162.00000 2754.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 17.000 EACH| 455.00000 7735.00| 200.00000 3400.00| 513.00000 8721.00 MONUMENT, B | | | 0043 615-06527 1.000 EACH| 355.00000 355.00| 240.00000 240.00| 625.00000 625.00 MONUMENT, SECTION CORNER | | | 0044 621-01004 1.000 EACH| 675.00000 675.00| 675.00000 675.00| 754.00000 754.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-04258 10.000 kg | 28.90000 289.00| 28.90000 289.00| 32.30000 323.00 SEED MIXTURE | | | 0046 621-06545 0.320 Mg | 903.00000 288.96| 903.00000 288.96| 1008.94000 322.86 FERTILIZER | | | 0047 621-06567 130.000 kL | 0.55000 71.50| 0.55000 71.50| 0.60000 78.00 WATER | | | 0048 621-06570 1600.000 m3 | 29.00000 46400.00| 40.00000 64000.00| 27.95000 44720.00 TOP SOIL | | | 0049 621-06574 8691.000 m2 | 3.60000 31287.60| 3.60000 31287.60| 4.00000 34764.00 SODDING | | | 0050 621-98038 285.500 m3 | 90.00000 25695.00| 90.00000 25695.00| 101.00000 28835.50 MULCH, HARDWOOD SHREDDED BARK | | | 0051 622-05640 1337.000 EACH| 57.00000 76209.00| 57.00000 76209.00| 63.70000 85166.90 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0052 622-05651 33.000 EACH| 503.00000 16599.00| 503.00000 16599.00| 562.00000 18546.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0053 622-05654 6265.000 EACH| 11.46000 71796.90| 11.46000 71796.90| 12.80000 80192.00 PLANT, PERENNIAL | | | 0054 702-51005 17.500 m3 | 675.00000 11812.50| 600.00000 10500.00| 1010.00000 17675.00 CONCRETE, A, SUBSTRUCTURE | | | 0055 703-06028 960.000 kg | 3.30000 3168.00| 6.50000 6240.00| 11.15000 10704.00 REINFORCING BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 703-51030 32.650 kg | 25.00000 816.25| 170.00000 5550.50| 55.85000 1823.50 REINFORCING STEEL | | | 0057 706-01268 5.000 m | 500.00000 2500.00| 1000.00000 5000.00| 112.00000 560.00 HANDRAIL, ALUMINUM | | | 0058 715-05024 387.000 m | 270.00000 104490.00| 160.50000 62113.50| 167.00000 64629.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0059 715-05048 3286.000 m | 7.60000 24973.60| 13.00000 42718.00| 9.85000 32367.10 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05151 698.000 m | 120.00000 83760.00| 105.00000 73290.00| 105.00000 73290.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 7.000 m | 100.00000 700.00| 120.00000 840.00| 144.00000 1008.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05154 33.500 m | 225.00000 7537.50| 125.00000 4187.50| 162.00000 5427.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0063 715-05161 221.000 m | 350.00000 77350.00| 230.00000 50830.00| 258.00000 57018.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0064 715-05162 393.000 m | 410.00000 161130.00| 275.00000 108075.00| 415.00000 163095.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0065 715-05163 146.000 m | 475.00000 69350.00| 340.00000 49640.00| 480.00000 70080.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0066 718-52610 1500.000 m3 | 35.00000 52500.00| 30.00000 45000.00| 53.10000 79650.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 7592.000 m2 | 1.25000 9490.00| 1.30000 9869.60| 1.40000 10628.80 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-03194 1.000 EACH| 3150.00000 3150.00| 2000.00000 2000.00| 2770.00000 2770.00 MANHOLE , K10 | | | 0069 720-44000 12.000 EACH| 250.00000 3000.00| 350.00000 4200.00| 248.00000 2976.00 CASTING, ADJUST TO GRADE | | | 0070 720-44296 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 336.00000 1344.00 CAP INLET | | | 0071 720-45030 11.000 EACH| 1190.00000 13090.00| 1350.00000 14850.00| 1140.00000 12540.00 INLET, E7 | | | 0072 720-45045 22.000 EACH| 1320.00000 29040.00| 1600.00000 35200.00| 1290.00000 28380.00 INLET, J10 | | | 0073 720-45055 17.000 EACH| 1480.00000 25160.00| 1600.00000 27200.00| 1350.00000 22950.00 INLET, M10 | | | 0074 720-45410 8.000 EACH| 1675.00000 13400.00| 1400.00000 11200.00| 1610.00000 12880.00 MANHOLE, C4 | | | 0075 720-93501 4.000 EACH| 7000.00000 28000.00| 3300.00000 13200.00| 5740.00000 22960.00 MANHOLE, L4 | | | 0076 720-94612 5.000 EACH| 3950.00000 19750.00| 1900.00000 9500.00| 3260.00000 16300.00 MANHOLE, K4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-95335 9.000 EACH| 8300.00000 74700.00| 5750.00000 51750.00| 6890.00000 62010.00 MANHOLE, M4 | | | 0078 720-98174 3.000 EACH| 1875.00000 5625.00| 2500.00000 7500.00| 1810.00000 5430.00 INLET, B15 | | | 0079 720-98555 5.000 EACH| 1950.00000 9750.00| 2500.00000 12500.00| 1810.00000 9050.00 INLET, C15 | | | 0080 801-06203 11530.000 m | 0.34000 3920.20| 0.34000 3920.20| 0.38000 4381.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0081 801-06539 LUMP| 750.00000 750.00| 750.00000 750.00| 1620.00000 1620.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0082 801-06606 63.000 EACH| 143.00000 9009.00| 105.00000 6615.00| 117.00000 7371.00 BARRICADE, IIIB | | | 0083 801-06640 22.000 EACH| 170.00000 3740.00| 89.00000 1958.00| 99.45000 2187.90 CONSTRUCTION SIGN, A | | | 0084 801-06645 11.000 EACH| 50.00000 550.00| 29.00000 319.00| 32.40000 356.40 CONSTRUCTION SIGN, B | | | 0085 801-06710 100.000 DAY | 15.00000 1500.00| 10.00000 1000.00| 11.15000 1115.00 FLASHING ARROW SIGN | | | 0086 801-06775 LUMP| 18600.00000 18600.00| 20000.00000 20000.00| 138700.00000 138700.00 MAINTAINING TRAFFIC | | | 0087 802-05701 39.900 m | 29.52000 1177.85| 29.52000 1177.85| 25.75000 1027.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-05702 131.700 m | 32.80000 4319.76| 32.80000 4319.76| 19.20000 2528.64 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0089 802-76025 21.600 m2 | 116.25000 2511.00| 116.25000 2511.00| 155.00000 3348.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0090 802-76035 11.900 m2 | 100.10000 1191.19| 100.10000 1191.19| 169.00000 2011.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0091 803-76125 3.000 EACH| 6600.00000 19800.00| 6600.00000 19800.00| 5920.00000 17760.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0092 805-01815 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1560.00000 12480.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0093 805-01822 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| 693.00000 5544.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0094 805-01842 11.000 EACH| 500.00000 5500.00| 500.00000 5500.00| 693.00000 7623.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-02087 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 615.00000 615.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0096 805-02152 16.000 EACH| 325.00000 5200.00| 325.00000 5200.00| 324.00000 5184.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0097 805-02445 2.000 EACH| 8200.00000 16400.00| 8200.00000 16400.00| 7990.00000 15980.00 CONTROLLER CABINET, P1 | | | 0098 805-06592 300.000 m | 26.24000 7872.00| 26.24000 7872.00| 32.30000 9690.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0099 805-78205 8.000 EACH| 350.00000 2800.00| 350.00000 2800.00| 358.00000 2864.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0100 805-78230 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 626.00000 5008.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78370 16.000 EACH| 150.00000 2400.00| 150.00000 2400.00| 83.80000 1340.80 PEDESTRIAN PUSH BUTTON | | | 0102 805-78420 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 179.00000 1432.00 DISCONNECT HANGER | | | 0103 805-78467 50.000 m | 3.94000 197.00| 3.94000 197.00| 6.05000 302.50 SIGNAL CABLE, 3C 8GA. | | | 0104 805-78480 425.000 m | 1.64000 697.00| 1.64000 697.00| 3.40000 1445.00 SIGNAL CABLE, 3C 14GA. | | | 0105 805-78485 200.000 m | 2.30000 460.00| 2.30000 460.00| 3.70000 740.00 SIGNAL CABLE, 5C 14GA. | | | 0106 805-78490 250.000 m | 2.62000 655.00| 2.62000 655.00| 3.85000 962.50 SIGNAL CABLE, 7C 14GA. | | | 0107 805-78510 800.000 m | 1.97000 1576.00| 1.97000 1576.00| 3.10000 2480.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 16.000 EACH| 380.00000 6080.00| 380.00000 6080.00| 514.00000 8224.00 SIGNAL DETECTOR HOUSING | | | 0109 805-78795 535.000 m | 26.24000 14038.40| 26.24000 14038.40| 31.40000 16799.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78925 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 849.00000 1698.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0111 805-81032 8.000 EACH| 3000.00000 24000.00| 3000.00000 24000.00| 2570.00000 20560.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0112 805-86805 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 749.00000 1498.00 SERVICE POINT, I | | | 0113 805-86889 625.000 m | 0.66000 412.50| 0.66000 412.50| 1.70000 1062.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 805-86920 64.000 EACH| 15.00000 960.00| 15.00000 960.00| 19.00000 1216.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0115 805-86925 12.000 EACH| 20.00000 240.00| 20.00000 240.00| 31.30000 375.60 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0116 805-86930 53.000 EACH| 15.00000 795.00| 15.00000 795.00| 13.40000 710.20 INSULATING LINK, NOT WATERPROOFED | | | 0117 805-86935 16.000 EACH| 20.00000 320.00| 20.00000 320.00| 31.30000 500.80 INSULATING LINK, WATERPROOFED | | | 0118 805-92504 16.000 EACH| 160.00000 2560.00| 160.00000 2560.00| 212.00000 3392.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0119 805-94069 175.000 m | 19.68000 3444.00| 19.68000 3444.00| 7.50000 1312.50 CONDUIT, STEEL, GALVANIZED, 25 mm | | | 0120 805-98335 1500.000 m | 9.18000 13770.00| 9.18000 13770.00| 13.20000 19800.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0121 805-98336 200.000 m | 9.18000 1836.00| 9.18000 1836.00| 13.20000 2640.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0122 807-02191 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 581.00000 2905.00 HANDHOLE, LIGHTING | | | 0123 807-02193 22.000 EACH| 500.00000 11000.00| 500.00000 11000.00| 693.00000 15246.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0124 807-04652 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 3240.00000 6480.00 SERVICE POINT | | | 0125 807-04866 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2220.00000 8880.00 LUMINAIRE , TYPE I | | | 0126 807-04866 5.000 EACH| 900.00000 4500.00| 900.00000 4500.00| 1110.00000 5550.00 LUMINAIRE , TYPE II | | | 0127 807-83700 6.000 EACH| 1190.00000 7140.00| 1190.00000 7140.00| 866.00000 5196.00 LIGHT POLE, 11.6 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0128 807-83752 16.000 EACH| 1220.00000 19520.00| 1220.00000 19520.00| 715.00000 11440.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0129 807-86620 22.000 EACH| 280.00000 6160.00| 280.00000 6160.00| 235.00000 5170.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0130 807-86910 22.000 EACH| 25.00000 550.00| 25.00000 550.00| 27.95000 614.90 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,113,406.68 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26115-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 807-86915 22.000 EACH| 28.00000 616.00| 28.00000 616.00| 27.95000 614.90 CONNECTOR KIT, FUSED | | | 0132 808-06701 703.000 m | 0.95000 667.85| 0.95000 667.85| 1.05000 738.15 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0133 808-06703 620.000 m | 0.95000 589.00| 0.95000 589.00| 1.05000 651.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0134 808-06716 500.000 m | 2.75000 1375.00| 2.75000 1375.00| 3.05000 1525.00 LINE, REMOVE | | | 0135 808-74815 326.000 m | 4.25000 1385.50| 4.25000 1385.50| 4.75000 1548.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0136 808-75240 216.000 m | 0.95000 205.20| 0.95000 205.20| 1.05000 226.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0137 808-75245 2943.000 m | 0.95000 2795.85| 0.95000 2795.85| 1.05000 3090.15 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0138 808-75297 165.000 m | 8.75000 1443.75| 8.75000 1443.75| 9.80000 1617.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0139 808-75320 26.000 EACH| 55.00000 1430.00| 55.00000 1430.00| 61.45000 1597.70 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0140 808-75325 12.000 EACH| 75.00000 900.00| 75.00000 900.00| 83.80000 1005.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0141 210-06799 1.700 m3 | 3000.00000 5100.00| 9000.00000 15300.00| 8380.00000 14246.00 LIMESTONE , SIGN | | | SECTION TOTALS | $ 3,493,820.26| $ 3,706,108.51| $ 3,969,789.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,493,820.26| $ 3,706,108.51| $ 3,969,789.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 196 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : MONON RAIL TRAIL CALL ORDER : 196 CONTRACT ID : R -26123-A COUNTIES : MARION LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/08/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,865,098.24 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,890,000.00 101.3351% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,938,012.09 103.9093% 4 35-1817574 YARDBERRY LANDSCAPE CONDITIONAL BID $ 2,094,908.28 112.3216% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,761.71 ROUTE : SR 101 CALL ORDER : 200 CONTRACT ID : R -26139-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 550200L 550200M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1315988 FORT DEFIANCE CONSTRUCTION & SUPPLY INC. $ 507,772.71 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 565,170.63 111.3038% ==================================================================================================================================== |(1) 34-1315988 |(2) 35-1058755 | |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5400.00000 5400.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 100.00000 600.00| 2600.00000 15600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 28200.00000 28200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 1650.00000 1650.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 250.00000 250.00| 1650.00000 1650.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-51330 LUMP| 8000.00000 8000.00| 37225.00000 37225.00| PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0007 202-51330 LUMP| 8000.00000 8000.00| 37360.00000 37360.00| PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0008 202-60820 454.000 m2 | 2.95000 1339.30| 7.00000 3178.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 709.400 m3 | 10.00000 7094.00| 18.00000 12769.20| EXCAVATION, COMMON | | | 0010 205-06932 28.000 m | 16.50000 462.00| 18.00000 504.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 6.000 EACH| 55.00000 330.00| 60.00000 360.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 525.000 m | 5.36000 2814.00| 5.90000 3097.50| TEMPORARY SILT FENCE | | | 0013 211-02050 127.200 m3 | 16.00000 2035.20| 39.80000 5062.56| B BORROW | | | 0014 211-02060 576.300 m3 | 18.00000 10373.40| 46.50000 26797.95| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,761.71 ROUTE : SR 101 CALL ORDER : 200 CONTRACT ID : R -26139-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1315988 |(2) 35-1058755 | |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 213-52830 471.200 m3 | 100.00000 47120.00| 90.00000 42408.00| FLOWABLE MORTAR | | | 0016 303-52308 535.000 Mg | 25.00000 13375.00| 14.30000 7650.50| COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 488.700 Mg | 35.00000 17104.50| 38.00000 18570.60| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05472 152.400 Mg | 36.00000 5486.40| 39.00000 5943.60| HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0019 402-05477 141.300 Mg | 45.00000 6358.50| 49.00000 6923.70| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 155.600 Mg | 39.00000 6068.40| 42.00000 6535.20| HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05490 48.600 Mg | 50.00000 2430.00| 55.00000 2673.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0022 405-05518 746.000 m2 | 0.75000 559.50| 0.80000 596.80| ASPHALT FOR PRIME COAT | | | 0023 406-05521 4528.000 m2 | 0.08000 362.24| 0.10000 452.80| ASPHALT FOR TACK COAT | | | 0024 502-06627 46.500 m2 | 60.00000 2790.00| 53.80000 2501.70| PCCP, 150 mm | | | 0025 610-05527 23.100 Mg | 75.00000 1732.50| 82.00000 1894.20| HMA FOR APPROACHES | | | 0026 615-06490 20.000 EACH| 120.00000 2400.00| 165.00000 3300.00| RIGHT OF WAY MARKER | | | 0027 616-02320 353.000 m2 | 2.00000 706.00| 4.35000 1535.55| GEOTEXTILES | | | 0028 616-05688 489.300 Mg | 30.00000 14679.00| 51.00000 24954.30| RIPRAP, CLASS 1 | | | 0029 616-06405 67.300 Mg | 38.00000 2557.40| 64.00000 4307.20| RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH| 575.00000 1150.00| 630.00000 1260.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01660 1920.000 m2 | 0.37000 710.40| 0.41000 787.20| MULCHED SEEDING, LEGUME, 2 | | | 0032 621-01956 13.500 kg | 18.52000 250.02| 20.30000 274.05| SEED MIXTURE, LEGUME, 1 | | | 0033 621-06548 0.700 kg | 55.00000 38.50| 61.00000 42.70| SEED MIXTURE, CV | | | 0034 621-06559 637.000 m2 | 0.65000 414.05| 0.72000 458.64| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,761.71 ROUTE : SR 101 CALL ORDER : 200 CONTRACT ID : R -26139-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1315988 |(2) 35-1058755 | |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06567 6.900 kL | 0.55000 3.80| 0.60000 4.14| WATER | | | 0036 621-06574 385.300 m2 | 4.80000 1849.44| 5.20000 2003.56| SODDING | | | 0037 621-06575 518.000 m2 | 4.80000 2486.40| 5.20000 2693.60| SODDING, NURSERY | | | 0038 621-52448 8.000 EACH| 25.00000 200.00| 26.00000 208.00| SIGN, DO NOT SPRAY | | | 0039 622-98200 8.000 EACH| 25.00000 200.00| 26.00000 208.00| SIGN, DO NOT DISTURB | | | 0040 702-51005 7.500 m3 | 1100.00000 8250.00| 520.00000 3900.00| CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 9.300 m3 | 620.00000 5766.00| 520.00000 4836.00| CONCRETE, B, FOOTINGS | | | 0042 703-51030 907.000 kg | 2.00000 1814.00| 1.60000 1451.20| REINFORCING STEEL | | | 0043 714-06660 31.800 m2 | 650.00000 20670.00| 590.00000 18762.00| WINGWALL | | | 0044 714-26712 20.120 m | 2600.00000 52312.00| 1450.00000 29174.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0045 715-05147 9.000 m | 120.00000 1080.00| 136.00000 1224.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0046 715-05149 1.000 m | 400.00000 400.00| 460.00000 460.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05152 267.000 m | 100.00000 26700.00| 106.00000 28302.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05168 29.100 m | 65.00000 1891.50| 155.00000 4510.50| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0049 715-05217 1.000 m | 280.00000 280.00| 445.00000 445.00| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0050 715-35000 60.000 m | 18.00000 1080.00| 75.00000 4500.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0051 715-35005 60.000 m | 20.00000 1200.00| 75.00000 4500.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0052 715-35010 60.000 m | 22.00000 1320.00| 82.00000 4920.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0053 715-46000 6.000 EACH| 200.00000 1200.00| 350.00000 2100.00| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,761.71 ROUTE : SR 101 CALL ORDER : 200 CONTRACT ID : R -26139-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1315988 |(2) 35-1058755 | |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46010 1.000 EACH| 250.00000 250.00| 270.00000 270.00| PIPE END SECTION, 450 mm | | | 0055 720-44000 1.000 EACH| 400.00000 400.00| 145.00000 145.00| CASTING, ADJUST TO GRADE | | | 0056 720-45400 1.000 EACH| 1800.00000 1800.00| 2900.00000 2900.00| MANHOLE, A4 | | | 0057 720-90547 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| CATCH BASIN, A7 | | | 0058 720-93472 3.000 EACH| 1750.00000 5250.00| 2700.00000 8100.00| CATCH BASIN, A4 | | | 0059 723-07184 24.380 m | 6350.00000 154813.00| 4611.00000 112416.18| STRUCTURE, PRECAST THREE-SIDE, 5480 mm | | | X 3660 mm | | | 0060 801-04308 4.000 EACH| 220.00000 880.00| 240.00000 960.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 16.000 EACH| 96.00000 1536.00| 105.00000 1680.00| BARRICADE, IIIA | | | 0062 801-06606 8.000 EACH| 120.00000 960.00| 130.00000 1040.00| BARRICADE, IIIB | | | 0063 801-06625 57.000 EACH| 52.00000 2964.00| 57.00000 3249.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 24.000 EACH| 65.00000 1560.00| 71.00000 1704.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 4.000 EACH| 1.00000 4.00| 1.00000 4.00| CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| MAINTAINING TRAFFIC , STR NO 1 | | | 0067 801-06775 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC , STR NO 2 | | | 0068 802-07060 1.000 EACH| 145.00000 145.00| 160.00000 160.00| SIGN, SHEET, RELOCATE | | | 0069 802-76055 4.300 m | 4.85000 20.86| 5.00000 21.50| SIGN POST, A | | | 0070 804-06770 3.000 EACH| 26.85000 80.55| 29.50000 88.50| DELINEATOR POST | | | 0071 808-06712 45.000 m | 0.63000 28.35| 0.70000 31.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0072 808-06713 850.000 m | 0.63000 535.50| 0.70000 595.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 400.000 m | 0.63000 252.00| 0.70000 280.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,761.71 ROUTE : SR 101 CALL ORDER : 200 CONTRACT ID : R -26139-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1315988 |(2) 35-1058755 | |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 507,772.71| $ 565,170.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 507,772.71| $ 565,170.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,369.93 ROUTE : 25 CALL ORDER : 210 CONTRACT ID : R -26164-A COUNTIES : TIPPECANOE LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0711005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 238,811.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 249,071.98 104.2963% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS- WITH ADDED TURN LANES | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 4700.00000 4700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1925.00000 11550.00| 2489.44000 14936.64| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11917.00000 11917.00| 13322.76000 13322.76| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 120.000 LFT | 12.00000 1440.00| 26.67000 3200.40| CURB, CONCRETE, REMOVE | | | 0005 202-04089 2.000 EACH| 50.00000 100.00| 35.67000 71.34| SIGN, SHEET, REMOVE | | | 0006 202-60820 13500.000 SYS | 1.10000 14850.00| 1.24000 16740.00| SURFACE MILLING, ASPHALT | | | 0007 202-86946 2.000 EACH| 350.00000 700.00| 300.00000 600.00| HANDHOLE, REMOVE | | | 0008 202-90277 2.000 EACH| 385.00000 770.00| 100.00000 200.00| DETECTOR HOUSING, REMOVE | | | 0009 303-52308 200.000 TON | 22.00000 4400.00| 26.42000 5284.00| COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 20.000 TON | 185.00000 3700.00| 105.44000 2108.80| HMA FOR PATCHING | | | 0011 305-05731 320.000 TON | 68.00000 21760.00| 84.58000 27065.60| WIDENING WITH QC/QA HMA | | | 0012 401-05456 850.000 TON | 54.60000 46410.00| 58.51000 49733.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05490 215.000 TON | 48.00000 10320.00| 53.21000 11440.15| HMA SURFACE 9.5 mm, SHOULDER | | | 0014 402-05495 20.000 TON | 52.00000 1040.00| 77.93000 1558.60| HMA WEDGE AND LEVEL | | | 0015 405-05517 1.000 TON | 325.00000 325.00| 688.43000 688.43| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,369.93 ROUTE : 25 CALL ORDER : 210 CONTRACT ID : R -26164-A COUNTIES : TIPPECANOE LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 2.500 TON | 235.00000 587.50| 171.21000 428.03| ASPHALT FOR TACK COAT | | | 0017 605-06120 120.000 LFT | 25.00000 3000.00| 24.07000 2888.40| CURB, CONCRETE | | | 0018 605-06150 1015.000 LFT | 18.00000 18270.00| 18.14000 18412.10| CURB AND GUTTER, C, CONCRETE | | | 0019 605-06210 400.000 LFT | 32.00000 12800.00| 44.46000 17784.00| CENTER CURB, C, CONCRETE | | | 0020 605-94811 7.000 EACH| 535.00000 3745.00| 681.59000 4771.13| CURB TURNOUT | | | 0021 610-05527 85.000 TON | 110.00000 9350.00| 101.54000 8630.90| HMA FOR APPROACHES | | | 0022 615-06527 1.000 EACH| 550.00000 550.00| 596.14000 596.14| MONUMENT, SECTION CORNER | | | 0023 801-06203 600.000 LFT | 0.35000 210.00| 1.01000 606.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 600.000 LFT | 4.25000 2550.00| 1.30000 780.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 10.000 EACH| 75.00000 750.00| 67.00000 670.00| CONSTRUCTION SIGN, A | | | 0026 801-06645 3.000 EACH| 35.00000 105.00| 35.00000 105.00| CONSTRUCTION SIGN, B | | | 0027 801-06710 60.000 DAY | 18.00000 1080.00| 15.00000 900.00| FLASHING ARROW SIGN | | | 0028 801-06775 LUMP| 21750.00000 21750.00| 15364.31000 15364.31| MAINTAINING TRAFFIC | | | 0029 802-03821 5.000 EACH| 72.00000 360.00| 90.00000 450.00| SIGN, SHEET WITH LEGEND | | | 0030 802-05702 75.000 LFT | 11.55000 866.25| 5.75000 431.25| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0031 805-01842 2.000 EACH| 715.00000 1430.00| 700.00000 1400.00| HANDHOLE, SIGNAL | | | 0032 805-01844 375.000 LFT | 10.80000 4050.00| 9.00000 3375.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0033 805-78205 5.000 EACH| 735.00000 3675.00| 610.00000 3050.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0034 805-78230 1.000 EACH| 1250.00000 1250.00| 1000.00000 1000.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,369.93 ROUTE : 25 CALL ORDER : 210 CONTRACT ID : R -26164-A COUNTIES : TIPPECANOE LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-78470 2200.000 LFT | 0.21000 462.00| 0.20000 440.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78490 35.000 LFT | 1.20000 42.00| 2.00000 70.00| SIGNAL CABLE, 7C 14GA. | | | 0037 805-78510 800.000 LFT | 1.20000 960.00| 1.50000 1200.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0038 805-78785 3.000 EACH| 460.00000 1380.00| 670.00000 2010.00| SIGNAL DETECTOR HOUSING | | | 0039 805-78795 820.000 LFT | 9.25000 7585.00| 7.50000 6150.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0040 805-92504 3.000 EACH| 215.00000 645.00| 350.00000 1050.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0041 808-06701 850.000 LFT | 0.31000 263.50| 0.26000 221.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0042 808-06703 4300.000 LFT | 0.30000 1290.00| 0.26000 1118.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0043 808-75245 3300.000 LFT | 0.30000 990.00| 0.26000 858.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0044 808-75297 130.000 LFT | 3.25000 422.50| 2.95000 383.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0045 808-75320 8.000 EACH| 61.00000 488.00| 51.00000 408.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 4.000 EACH| 80.50000 322.00| 70.00000 280.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-95638 40.000 SFT | 3.00000 120.00| 1.85000 74.00| CENTER CURB PAINTING | | | 0048 808-95933 820.000 LFT | 2.05000 1681.00| 1.85000 1517.00| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 238,811.75| $ 249,071.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 238,811.75| $ 249,071.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 222 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 63 CALL ORDER : 222 CONTRACT ID : R -26199-A COUNTIES : VERMILLION LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE 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. $ 3,698,847.60 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 228 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 228 CONTRACT ID : R -26212-A COUNTIES : CLAY MONTGOMERY LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 10/25/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,083,548.33 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,202,512.15 105.7096% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 234 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,922.39 ROUTE : CALL ORDER : 234 CONTRACT ID : R -26230-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C505 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 444,702.05 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 519,299.62 116.7747% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1300.00000 7800.00| 1200.00000 7200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 588.000 SYS | 4.90000 2881.20| 6.50000 3822.00| SURFACE MILLING, ASPHALT | | | 0005 211-02050 4.400 CYS | 130.00000 572.00| 50.00000 220.00| B BORROW | | | 0006 303-52308 802.000 TON | 20.00000 16040.00| 20.00000 16040.00| COMPACTED AGGREGATE, O, 53 | | | 0007 402-05497 5711.000 TON | 33.00000 188463.00| 42.75000 244145.25| HMA FOR PARK ROAD | | | 0008 402-05498 1938.000 TON | 40.00000 77520.00| 42.75000 82849.50| HMA FOR PARKING AREA | | | 0009 406-05520 27.700 TON | 150.00000 4155.00| 200.00000 5540.00| ASPHALT FOR TACK COAT | | | 0010 601-94634 1627.000 LFT | 32.40000 52714.80| 32.40000 52714.80| GUARDRAIL, WOOD BEAM, MODIFIED | | | 0011 601-99105 675.000 LFT | 9.30000 6277.50| 9.00000 6075.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0012 615-06496 10.000 EACH| 75.00000 750.00| 50.00000 500.00| PARKING BARRIER | | | 0013 615-97768 372.000 EACH| 20.00000 7440.00| 25.00000 9300.00| PARKING BARRIER, RESET | | | 0014 616-02320 585.000 SYS | 2.00000 1170.00| 2.00000 1170.00| GEOTEXTILES | | | 0015 616-06405 258.000 TON | 30.00000 7740.00| 25.00000 6450.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 234 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,922.39 ROUTE : CALL ORDER : 234 CONTRACT ID : R -26230-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06559 10711.000 SYS | 0.41000 4391.51| 0.34000 3641.74| MULCHED SEEDING, R | | | 0017 621-06570 213.000 CYS | 15.00000 3195.00| 30.00000 6390.00| TOP SOIL | | | 0018 702-90915 9.600 CYS | 750.00000 7200.00| 775.00000 7440.00| CONCRETE, A | | | 0019 715-05053 217.000 LFT | 12.00000 2604.00| 5.00000 1085.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0020 715-05118 80.000 LFT | 28.00000 2240.00| 25.00000 2000.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0021 715-46000 8.000 EACH| 260.00000 2080.00| 150.00000 1200.00| PIPE END SECTION, 12 IN. | | | 0022 715-91361 38.000 LFT | 12.00000 456.00| 10.00000 380.00| PIPE, PVC, 6 IN. | | | 0023 718-06528 4.000 EACH| 400.00000 1600.00| 300.00000 1200.00| OUTLET PROTECTOR, 1 | | | 0024 718-52610 12.500 CYS | 14.00000 175.00| 25.00000 312.50| AGGREGATE FOR UNDERDRAINS | | | 0025 801-06775 LUMP| 4840.21000 4840.21| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0026 802-03896 101.000 EACH| 80.00000 8080.00| 68.00000 6868.00| BOLLARD , WOOD, 8 IN., ROUND | | | 0027 804-06770 4.000 EACH| 15.00000 60.00| 18.00000 72.00| DELINEATOR POST | | | 0028 808-06703 3917.500 LFT | 0.39000 1527.83| 0.39000 1527.83| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-97664 6.000 EACH| 110.00000 660.00| 110.00000 660.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0030 621-01004 1.000 EACH| 615.00000 615.00| 615.00000 615.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 601-04793 1627.000 LFT | 2.00000 3254.00| 3.00000 4881.00| GUARDRAIL , WOODEN, REMOVE | | | 0032 950-04905 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| HANDRAIL , PEDESTRIAN, ALUMINUM | | | SECTION TOTALS | $ 444,702.05| $ 519,299.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 444,702.05| $ 519,299.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,857,401.00 ROUTE : I-70 CALL ORDER : 240 CONTRACT ID : R -26244-A COUNTIES : CLAY VIGO LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0701099 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,987,230.61 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITAION | | | 0001 105-07038 6.000 MOS | 1617.00000 9702.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 146842.23000 146842.23| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 386427.000 SYS | 0.70000 270498.90| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 200.000 TON | 92.05000 18410.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 401-05437 400.000 TON | 95.43000 38172.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0006 401-05455 100.000 TON | 143.60000 14360.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 38256.000 TON | 51.75000 1979748.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE - - | | | SMA | | | 0008 402-05475 200.000 TON | 126.08000 25216.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0009 405-05517 1.000 TON | 1432.83000 1432.83| | ASPHALT FOR PRIME COAT | | | 0010 406-05520 93.000 TON | 208.66000 19405.38| | ASPHALT FOR TACK COAT | | | 0011 503-05240 60.000 LFT | 30.85000 1851.00| | D-1 CONTRACTION JOINT | | | 0012 506-06333 100.000 SYS | 287.70000 28770.00| | PCCP PATCHING, FULL DEPTH | | | 0013 715-05053 900.000 LFT | 21.49000 19341.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0014 715-05203 900.000 LFT | 9.75000 8775.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0015 718-06526 60.000 TON | 158.56000 9513.60| | HMA FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,857,401.00 ROUTE : I-70 CALL ORDER : 240 CONTRACT ID : R -26244-A COUNTIES : CLAY VIGO LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 718-06529 8.000 EACH| 659.40000 5275.20| | OUTLET PROTECTOR, 2 | | | 0017 718-06531 28.000 EACH| 564.90000 15817.20| | OUTLET PROTECTOR, 3 | | | 0018 718-52610 40.000 CYS | 46.20000 1848.00| | AGGREGATE FOR UNDERDRAINS | | | 0019 801-01093 8.000 EACH| 572.25000 4578.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-06207 12820.000 LFT | 1.58000 20255.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 22.000 EACH| 142.80000 3141.60| | CONSTRUCTION SIGN, A | | | 0022 801-06710 100.000 DAY | 16.55000 1655.00| | FLASHING ARROW SIGN | | | 0023 801-06775 LUMP| 230759.64000 230759.64| | MAINTAINING TRAFFIC | | | 0024 805-05406 1.000 EACH| 23011.41000 23011.41| | DATA COLLECTION SITE | | | 0025 808-06702 32050.000 LFT | 0.28000 8974.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0026 808-06703 136559.000 LFT | 0.23000 31408.57| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0027 808-06705 5040.000 LFT | 0.60000 3024.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0028 808-06706 2560.000 LFT | 2.38000 6092.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0029 808-06714 128199.000 LFT | 0.11000 14101.89| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-06716 7600.000 LFT | 1.77000 13452.00| | LINE, REMOVE | | | 0031 808-75996 1664.000 EACH| 7.09000 11797.76| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,987,230.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,987,230.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 399,002.50 ROUTE : IR 1003 CALL ORDER : 250 CONTRACT ID : R -26252-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933039 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 396,262.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 452,185.90 114.1127% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 19750.00000 19750.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 3371.000 SYS | 1.25000 4213.75| 0.90000 3033.90| SURFACE MILLING, ASPHALT | | | 0003 303-52308 2092.000 TON | 14.00000 29288.00| 22.00000 46024.00| COMPACTED AGGREGATE, O, 53 | | | 0004 303-94433 190.000 CYS | 23.65000 4493.50| 30.00000 5700.00| AGGREGATE, 12 , COMPACTED | | | 0005 401-05456 6950.000 TON | 36.50000 253675.00| 42.00000 291900.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05495 270.000 TON | 42.00000 11340.00| 44.00000 11880.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 29.000 TON | 150.00000 4350.00| 175.00000 5075.00| ASPHALT FOR TACK COAT | | | 0008 610-05527 75.000 TON | 76.00000 5700.00| 115.00000 8625.00| HMA FOR APPROACHES | | | 0009 616-06451 28.000 TON | 85.00000 2380.00| 42.00000 1176.00| RIPRAP, UNIFORM | | | 0010 715-05118 144.000 LFT | 48.00000 6912.00| 30.00000 4320.00| PIPE, TYPE 1, CIRCULAR, 12 IN. , | | | CORRUGATED STEEL W/ ALUMINIZED TYPE II | | | 0011 715-05119 108.000 LFT | 49.00000 5292.00| 38.00000 4104.00| PIPE, TYPE 1, CIRCULAR, 15 IN. , | | | CORRUGATED STEEL W/ ALUMINIZED TYPE II | | | 0012 715-05123 180.000 LFT | 55.00000 9900.00| 51.00000 9180.00| PIPE, TYPE 1, CIRCULAR, 24 IN. , | | | CORRUGATED STEEL W/ ALUMINIZED TYPE II | | | 0013 715-05125 36.000 LFT | 62.00000 2232.00| 75.00000 2700.00| PIPE, TYPE 1, CIRCULAR, 30 IN. , | | | CORRUGATED STEEL W/ ALUMINIZED TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 399,002.50 ROUTE : IR 1003 CALL ORDER : 250 CONTRACT ID : R -26252-A COUNTIES : HENRY LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 715-46000 8.000 EACH| 210.00000 1680.00| 255.00000 2040.00| PIPE END SECTION, 12 IN. , ALUMINIZED | | | TYPE II COATING | | | 0015 715-46005 6.000 EACH| 225.00000 1350.00| 275.00000 1650.00| PIPE END SECTION, 15 IN. , ALUMINIZED | | | TYPE II COATING | | | 0016 715-46020 10.000 EACH| 300.00000 3000.00| 350.00000 3500.00| PIPE END SECTION, 24 IN. , ALUMINIZED | | | TYPE II COATING | | | 0017 715-46030 2.000 EACH| 470.00000 940.00| 525.00000 1050.00| PIPE END SECTION, 30 IN. , ALUMINIZED | | | TYPE II COATING | | | 0018 801-04308 12.000 EACH| 85.00000 1020.00| 85.00000 1020.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 6.000 EACH| 55.00000 330.00| 55.00000 330.00| BARRICADE, IIIA | | | 0020 801-06606 6.000 EACH| 66.00000 396.00| 68.00000 408.00| BARRICADE, IIIB | | | 0021 801-06640 26.000 EACH| 45.00000 1170.00| 45.00000 1170.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 25450.00000 25450.00| 14900.00000 14900.00| MAINTAINING TRAFFIC | | | 0023 808-75340 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 396,262.25| $ 452,185.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,262.25| $ 452,185.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 465 CALL ORDER : 260 CONTRACT ID : R -26262-A COUNTIES : MARION LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 246,316.95 100.0000% 2 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 319,947.49 129.8925% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 511900A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 882,200.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 904,596.35 102.5386% 3 35-1056038 CALCAR QUARRIES, INC. $ 984,761.01 111.6255% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |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 105-06845 LUMP| 4300.00000 4300.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 2200.00000 17600.00| 1350.00000 10800.00| 1200.00000 9600.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 43800.00000 43800.00| 45000.00000 45000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 85.000 m | 18.00000 1530.00| 35.00000 2975.00| 25.00000 2125.00 PAVED SIDE DITCH, REMOVE | | | 0005 202-60820 139700.000 m2 | 0.01000 1397.00| 0.45000 62865.00| 0.42000 58674.00 SURFACE MILLING, ASPHALT | | | 0006 203-91878 1200.000 m | 2.00000 2400.00| 21.00000 25200.00| 24.00000 28800.00 LINEAR DITCH GRADING | | | 0007 205-02229 30.000 m | 18.65000 559.50| 18.65000 559.50| 12.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 211-02060 520.000 m3 | 26.00000 13520.00| 14.00000 7280.00| 33.70000 17524.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 1265.000 Mg | 15.35000 19417.75| 16.00000 20240.00| 15.95000 20176.75 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 50.000 Mg | 90.00000 4500.00| 140.00000 7000.00| 150.00000 7500.00 HMA FOR PATCHING | | | 0011 401-05456 12575.000 Mg | 42.00000 528150.00| 38.00000 477850.00| 40.90000 514317.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 500.000 Mg | 40.00000 20000.00| 34.25000 17125.00| 43.50000 21750.00 HMA WEDGE AND LEVEL | | | 0013 405-05517 35.000 Mg | 300.00000 10500.00| 295.00000 10325.00| 300.00000 10500.00 ASPHALT FOR PRIME COAT | | | 0014 406-05520 40.000 Mg | 150.00000 6000.00| 165.00000 6600.00| 210.00000 8400.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-05527 920.000 Mg | 40.00000 36800.00| 38.00000 34960.00| 60.00000 55200.00 HMA FOR APPROACHES | | | 0016 616-06405 500.000 Mg | 25.00000 12500.00| 25.00000 12500.00| 31.50000 15750.00 RIPRAP, REVETMENT | | | 0017 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 1000.000 m2 | 1.45000 1450.00| 1.45000 1450.00| 1.45000 1450.00 MULCHED SEEDING, R | | | 0019 715-05019 4.100 m | 520.00000 2132.00| 1000.00000 4100.00| 378.00000 1549.80 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0020 715-05121 3.000 m | 430.00000 1290.00| 660.00000 1980.00| 357.00000 1071.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0021 715-05123 4.000 m | 465.00000 1860.00| 1000.00000 4000.00| 244.00000 976.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0022 715-05125 16.200 m | 310.00000 5022.00| 500.00000 8100.00| 346.19000 5608.28 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0023 715-05127 25.000 m | 400.00000 10000.00| 425.00000 10625.00| 413.00000 10325.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0024 715-05129 26.000 m | 425.00000 11050.00| 590.00000 15340.00| 448.96000 11672.96 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0025 715-05247 2.000 m | 635.00000 1270.00| 1000.00000 2000.00| 529.00000 1058.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0026 715-05260 22.800 m | 630.00000 14364.00| 1000.00000 22800.00| 563.06000 12837.77 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.55 | | | m2 | | | 0027 715-05842 2.000 EACH| 4500.00000 9000.00| 1780.00000 3560.00| 2995.00000 5990.00 CONCRETE ANCHOR, 1050 mm | | | 0028 715-06492 2.000 EACH| 4490.00000 8980.00| 1680.00000 3360.00| 3795.00000 7590.00 CONCRETE ANCHOR, 1350 mm | | | 0029 715-06825 1.000 EACH| 4490.00000 4490.00| 1830.00000 1830.00| 3545.00000 3545.00 CONCRETE ANCHOR , MIN. AREA 1.45 m2 | | | 0030 715-06825 2.000 EACH| 4490.00000 8980.00| 1830.00000 3660.00| 4385.00000 8770.00 CONCRETE ANCHOR , MIN. AREA 2.55 m2 | | | 0031 715-46010 1.000 EACH| 220.00000 220.00| 930.00000 930.00| 485.00000 485.00 PIPE END SECTION, 450 mm | | | 0032 715-46020 1.000 EACH| 320.00000 320.00| 970.00000 970.00| 550.00000 550.00 PIPE END SECTION, 600 mm | | | 0033 715-46030 2.000 EACH| 400.00000 800.00| 1100.00000 2200.00| 635.00000 1270.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46040 2.000 EACH| 560.00000 1120.00| 1200.00000 2400.00| 815.00000 1630.00 PIPE END SECTION, 900 mm | | | 0035 801-06203 1785.000 m | 1.60000 2856.00| 3.00000 5355.00| 3.00000 5355.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 1785.000 m | 3.25000 5801.25| 4.00000 7140.00| 3.50000 6247.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 45.000 EACH| 70.00000 3150.00| 70.00000 3150.00| 75.00000 3375.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 19936.60000 19936.60| 15000.00000 15000.00| 38000.00000 38000.00 MAINTAINING TRAFFIC | | | 0039 808-04298 2.000 EACH| 650.00000 1300.00| 375.00000 750.00| 307.00000 614.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0040 808-06712 1850.000 m | 0.16000 296.00| 0.14000 259.00| 0.16000 296.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0041 808-06713 35620.000 m | 0.16000 5699.20| 0.14000 4986.80| 0.16000 5699.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 26320.000 m | 0.16000 4211.20| 0.14000 3684.80| 0.16000 4211.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75297 55.000 m | 33.00000 1815.00| 11.00000 605.00| 14.31000 787.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0044 808-75996 1385.000 EACH| 3.80000 5263.00| 2.75000 3808.75| 3.00000 4155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 1385.000 EACH| 18.70000 25899.50| 18.50000 25622.50| 19.00000 26315.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 882,200.00| $ 904,596.35| $ 984,761.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,200.00| $ 904,596.35| $ 984,761.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 526,396.64 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 579,639.00 110.1144% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 597,180.00 113.4467% 4 35-1139301 E & B PAVING, INC. $ 649,468.00 123.3799% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 654,900.00 124.4118% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1800.00000 5400.00| 2300.00000 6900.00| 2200.00000 6600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3500.00000 3500.00| 12365.00000 12365.00| 16002.24000 16002.24 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 133452.980 SYS | 0.61000 81406.32| 0.30000 40035.89| 0.33000 44039.48 SURFACE MILLING, ASPHALT | | | 0004 401-05456 9174.890 TON | 33.00000 302771.37| 44.05000 404153.90| 42.50000 389932.83 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0005 406-05520 44.430 TON | 140.00000 6220.20| 175.00000 7775.25| 185.00000 8219.55 ASPHALT FOR TACK COAT | | | 0006 801-06207 7000.000 LFT | 1.25000 8750.00| 0.45000 3150.00| 1.00000 7000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 38.000 EACH| 69.25000 2631.50| 55.00000 2090.00| 70.00000 2660.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 4550.00000 4550.00| 2801.21000 2801.21| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0009 808-01226 660.000 EACH| 6.40000 4224.00| 6.50000 4290.00| 6.30000 4158.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0013 808-75297 962.000 LFT | 3.20000 3078.40| 3.25000 3126.50| 3.20000 3078.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0014 808-75320 20.000 EACH| 48.00000 960.00| 50.00000 1000.00| 47.00000 940.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75325 10.000 EACH| 58.75000 587.50| 60.00000 600.00| 58.00000 580.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0016 808-75994 660.000 EACH| 6.15000 4059.00| 6.00000 3960.00| 6.00000 3960.00 PRISMATIC REFLECTOR | | | 0017 808-75996 660.000 EACH| 7.00000 4620.00| 6.00000 3960.00| 4.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-06701 18100.000 LFT | 0.01000 181.00| 0.05000 905.00| 0.02000 362.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0019 808-06703 30000.000 LFT | 0.30000 9000.00| 0.30000 9000.00| 0.29000 8700.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0020 808-75245 24100.000 LFT | 0.30000 7230.00| 0.30000 7230.00| 0.29000 6989.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 805-78470 31125.000 LFT | 0.28000 8715.00| 0.15000 4668.75| 0.27000 8403.75 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 3112.500 LFT | 0.70000 2178.75| 0.60000 1867.50| 0.70000 2178.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 9960.000 LFT | 6.66000 66333.60| 6.00000 59760.00| 6.60000 65736.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 526,396.64| $ 579,639.00| $ 597,180.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,396.64| $ 579,639.00| $ 597,180.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 1850.00000 5550.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 32500.00000 32500.00| 23242.73000 23242.73| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 133452.980 SYS | 0.54000 72064.61| 0.50000 66726.49| SURFACE MILLING, ASPHALT | | | 0004 401-05456 9174.890 TON | 44.00000 403695.16| 47.00000 431219.83| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0005 406-05520 44.430 TON | 156.00000 6931.08| 150.00000 6664.50| ASPHALT FOR TACK COAT | | | 0006 801-06207 7000.000 LFT | 0.78000 5460.00| 1.00000 7000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 38.000 EACH| 65.00000 2470.00| 67.00000 2546.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 18500.00000 18500.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0009 808-01226 660.000 EACH| 6.00000 3960.00| 6.20000 4092.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0013 808-75297 962.000 LFT | 3.00000 2886.00| 3.10000 2982.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0014 808-75320 20.000 EACH| 45.00000 900.00| 46.60000 932.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0015 808-75325 10.000 EACH| 55.00000 550.00| 57.00000 570.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0016 808-75994 660.000 EACH| 5.75000 3795.00| 6.00000 3960.00| PRISMATIC REFLECTOR | | | 0017 808-75996 660.000 EACH| 5.50000 3630.00| 5.70000 3762.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-06701 18100.000 LFT | 0.01000 181.00| 0.01000 181.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0019 808-06703 30000.000 LFT | 0.28000 8400.00| 0.29000 8700.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75245 24100.000 LFT | 0.28000 6748.00| 0.29000 6989.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 805-78470 31125.000 LFT | 0.26000 8092.50| 0.27000 8403.75| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 3112.500 LFT | 0.66000 2054.25| 0.68000 2116.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 9960.000 LFT | 6.24000 62150.40| 5.95000 59262.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 649,468.00| $ 654,900.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 649,468.00| $ 654,900.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 457,723.84 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 497,562.30 108.7036% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 532,220.00 116.2753% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 534,924.65 116.8662% 5 35-1139301 E & B PAVING, INC. $ 600,129.49 131.1116% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1400.00000 8400.00| 1600.00000 9600.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 2200.00000 2200.00| 11845.00000 11845.00| 16739.98000 16739.98 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 85384.300 SYS | 0.67000 57207.48| 0.45000 38422.94| 0.40000 34153.72 SURFACE MILLING, ASPHALT | | | 0004 305-05204 300.000 TON | 90.00000 27000.00| 70.00000 21000.00| 90.00000 27000.00 HMA FOR PATCHING | | | 0006 406-05520 21.517 TON | 140.00000 3012.38| 170.00000 3657.89| 185.00000 3980.65 ASPHALT FOR TACK COAT | | | 0007 610-05527 442.745 TON | 57.10000 25280.74| 55.00000 24350.98| 70.00000 30992.15 HMA FOR APPROACHES | | | 0008 720-44000 22.000 EACH| 640.00000 14080.00| 300.00000 6600.00| 300.00000 6600.00 CASTING, ADJUST TO GRADE | | | 0009 801-06207 8658.000 LFT | 1.20000 10389.60| 0.45000 3896.10| 1.00000 8658.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 26.000 EACH| 85.00000 2210.00| 52.00000 1352.00| 84.00000 2184.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 2550.00000 2550.00| 3442.22000 3442.22| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0012 805-78470 28750.000 LFT | 0.11000 3162.50| 0.15000 4312.50| 0.33000 9487.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78510 2875.000 LFT | 1.60000 4600.00| 0.60000 1725.00| 0.68000 1955.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0014 805-78795 9200.000 LFT | 6.65000 61180.00| 5.75000 52900.00| 6.50000 59800.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-01226 542.000 EACH| 6.40000 3468.80| 7.50000 4065.00| 6.30000 3414.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-75297 588.000 LFT | 3.20000 1881.60| 3.00000 1764.00| 3.10000 1822.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 76.000 EACH| 48.05000 3651.80| 55.00000 4180.00| 47.00000 3572.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 52.000 EACH| 62.50000 3250.00| 70.00000 3640.00| 62.00000 3224.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75994 542.000 EACH| 6.15000 3333.30| 3.50000 1897.00| 6.00000 3252.00 PRISMATIC REFLECTOR | | | 0024 808-75996 542.000 EACH| 5.49000 2975.58| 3.50000 1897.00| 4.00000 2168.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 401-05456 6601.502 TON | 31.65000 208937.54| 43.40000 286505.19| 42.00000 277263.08 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0026 808-06701 5806.000 LFT | 0.23000 1335.38| 0.27000 1567.62| 0.23000 1335.38 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0027 808-75240 4017.000 LFT | 0.23000 923.91| 0.27000 1084.59| 0.23000 923.91 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-06703 23824.000 LFT | 0.23000 5479.52| 0.27000 6432.48| 0.23000 5479.52 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-75245 5277.000 LFT | 0.23000 1213.71| 0.27000 1424.79| 0.23000 1213.71 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 457,723.84| $ 497,562.30| $ 532,220.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,723.84| $ 497,562.30| $ 532,220.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|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 105-07038 6.000 MOS | 1600.00000 9600.00| 2150.00000 12900.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 26000.00000 26000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 85384.300 SYS | 0.44000 37569.09| 0.80000 68307.44| SURFACE MILLING, ASPHALT | | | 0004 305-05204 300.000 TON | 60.45000 18135.00| 100.00000 30000.00| HMA FOR PATCHING | | | 0006 406-05520 21.517 TON | 180.00000 3873.06| 156.00000 3356.65| ASPHALT FOR TACK COAT | | | 0007 610-05527 442.745 TON | 59.39000 26294.63| 80.00000 35419.60| HMA FOR APPROACHES | | | 0008 720-44000 22.000 EACH| 274.59000 6040.98| 575.00000 12650.00| CASTING, ADJUST TO GRADE | | | 0009 801-06207 8658.000 LFT | 0.88000 7619.04| 0.78000 6753.24| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 26.000 EACH| 41.36000 1075.36| 42.00000 1092.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 10900.00000 10900.00| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0012 805-78470 28750.000 LFT | 0.31000 8912.50| 0.32000 9200.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78510 2875.000 LFT | 0.64000 1840.00| 0.65000 1868.75| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0014 805-78795 9200.000 LFT | 5.63000 51796.00| 6.22000 57224.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-01226 542.000 EACH| 7.88000 4270.96| 6.00000 3252.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-75297 588.000 LFT | 2.71000 1593.48| 2.75000 1617.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 76.000 EACH| 40.38000 3068.88| 41.00000 3116.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 52.000 EACH| 52.20000 2714.40| 53.00000 2756.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 808-75994 542.000 EACH| 3.94000 2135.48| 5.75000 3116.50| PRISMATIC REFLECTOR | | | 0024 808-75996 542.000 EACH| 4.46000 2417.32| 5.75000 3116.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 401-05456 6601.502 TON | 45.27000 298850.00| 43.50000 287165.34| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0026 808-06701 5806.000 LFT | 0.27000 1567.62| 0.27000 1567.62| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0027 808-75240 4017.000 LFT | 0.27000 1084.59| 0.27000 1084.59| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-06703 23824.000 LFT | 0.26000 6194.24| 0.26000 6194.24| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-75245 5277.000 LFT | 0.26000 1372.02| 0.26000 1372.02| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 534,924.65| $ 600,129.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,924.65| $ 600,129.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 322 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,103.46 ROUTE : 50 CALL ORDER : 322 CONTRACT ID : RS-26240-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 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 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,648,393.80 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 1,998,585.93 121.2444% ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |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 105-07038 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 149028.000 SYS | 0.15000 22354.20| 0.41000 61101.48| SURFACE MILLING, ASPHALT | | | 0004 303-52308 3641.000 TON | 12.50000 45512.50| 12.71000 46277.11| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 200.000 TON | 100.00000 20000.00| 76.19000 15238.00| HMA FOR PATCHING | | | 0006 305-05731 20110.000 TON | 23.50000 472585.00| 28.19000 566900.90| WIDENING WITH QC/QA HMA | | | 0008 401-05456 12974.000 TON | 30.00000 389220.00| 32.12000 416724.88| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0010 402-05495 300.000 TON | 40.00000 12000.00| 29.95000 8985.00| HMA WEDGE AND LEVEL | | | 0011 404-05514 400.000 SYS | 5.00000 2000.00| 4.00000 1600.00| SEAL COAT, 5 | | | 0012 406-05520 135.400 TON | 100.00000 13540.00| 300.00000 40620.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 1227.000 TON | 50.00000 61350.00| 41.05000 50368.35| HMA FOR APPROACHES | | | 0014 720-44000 5.000 EACH| 400.00000 2000.00| 183.94000 919.70| CASTING, ADJUST TO GRADE | | | 0015 801-06203 21760.000 LFT | 0.10000 2176.00| 0.17000 3699.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 322 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,103.46 ROUTE : 50 CALL ORDER : 322 CONTRACT ID : RS-26240-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 21760.000 LFT | 0.10000 2176.00| 0.84000 18278.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 42.000 EACH| 80.00000 3360.00| 128.70000 5405.40| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 15000.00000 15000.00| 66537.55000 66537.55| MAINTAINING TRAFFIC | | | 0020 808-01226 1130.000 EACH| 8.50000 9605.00| 25.00000 28250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0021 808-06712 9822.000 LFT | 0.05000 491.10| 0.05000 491.10| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 109760.000 LFT | 0.05000 5488.00| 0.05000 5488.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 48820.000 LFT | 0.05000 2441.00| 0.05000 2441.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 20.000 LFT | 15.00000 300.00| 10.00000 200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75994 1130.000 EACH| 3.00000 3390.00| 25.00000 28250.00| PRISMATIC REFLECTOR | | | 0026 808-75996 1130.000 EACH| 3.50000 3955.00| 3.64000 4113.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 401-05454 20758.000 TON | 25.00000 518950.00| 24.54000 509401.32| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0028 805-07307 LUMP| 21500.00000 21500.00| 56295.34000 56295.34| WIM STATION, 2 LANE PIEZO | | | SECTION TOTALS | $ 1,648,393.80| $ 1,998,585.93| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,648,393.80| $ 1,998,585.93| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,000.00 ROUTE : SR 234 CALL ORDER : 330 CONTRACT ID : RS-26246-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD 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 35-1139301 E & B PAVING, INC. $ 1,534,951.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,714,892.00 111.7228% 3 31-4351261 SHELLY & SANDS, INC. $ 1,869,486.82 121.7945% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2600.00000 2600.00| 10000.00000 10000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 2000.00000 12000.00| 1400.00000 8400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 73317.70000 73317.70| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 177880.000 SYS | 0.60000 106728.00| 0.76000 135188.80| 1.03000 183216.40 SURFACE MILLING, ASPHALT | | | 0005 202-93135 LUMP| 3500.00000 3500.00| 6300.00000 6300.00| 6996.04000 6996.04 RAILROAD CROSSING, REMOVE | | | 0006 303-52308 395.000 TON | 37.00000 14615.00| 18.00000 7110.00| 24.60000 9717.00 COMPACTED AGGREGATE, O, 53 | | | 0007 305-05204 1265.000 TON | 65.00000 82225.00| 65.00000 82225.00| 52.41000 66298.65 HMA FOR PATCHING | | | 0008 401-05455 23830.000 TON | 25.00000 595750.00| 29.00000 691070.00| 32.50000 774475.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 14050.000 TON | 33.00000 463650.00| 34.00000 477700.00| 40.50000 569025.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 2700.00000 2700.00| 4750.00000 4750.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0011 402-05495 100.000 TON | 55.00000 5500.00| 36.00000 3600.00| 35.00000 3500.00 HMA WEDGE AND LEVEL | | | 0012 405-05517 2.000 TON | 250.00000 500.00| 500.00000 1000.00| 190.63000 381.26 ASPHALT FOR PRIME COAT | | | 0013 406-05520 115.000 TON | 180.00000 20700.00| 175.00000 20125.00| 190.62000 21921.30 ASPHALT FOR TACK COAT | | | 0014 610-05527 1760.000 TON | 55.00000 96800.00| 64.00000 112640.00| 75.00000 132000.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,000.00 ROUTE : SR 234 CALL ORDER : 330 CONTRACT ID : RS-26246-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 11.000 EACH| 350.00000 3850.00| 350.00000 3850.00| 267.13000 2938.43 CASTING, ADJUST TO GRADE , MONUMENT | | | 0016 801-06203 5460.000 LFT | 0.05000 273.00| 0.40000 2184.00| 0.05000 273.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 5460.000 LFT | 1.15000 6279.00| 1.20000 6552.00| 0.85000 4641.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 42.000 EACH| 45.00000 1890.00| 67.00000 2814.00| 48.08000 2019.36 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 50255.52000 50255.52 MAINTAINING TRAFFIC | | | 0020 808-06712 12350.000 LFT | 0.08000 988.00| 0.05000 617.50| 0.09000 1111.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 500.000 LFT | 0.08000 40.00| 0.05000 25.00| 0.08000 40.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 32050.000 LFT | 0.08000 2564.00| 0.05000 1602.50| 0.08000 2564.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 42.000 LFT | 4.75000 199.50| 5.25000 220.50| 5.08000 213.36 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,534,951.50| $ 1,714,892.00| $ 1,869,486.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,534,951.50| $ 1,714,892.00| $ 1,869,486.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE 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. $ 947,528.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 974,500.90 102.8466% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,009,783.80 106.5703% 4 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,026,491.88 108.3336% 5 35-1139301 E & B PAVING, INC. $ 1,034,729.38 109.2030% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5100.00000 5100.00| 5000.00000 5000.00| 4700.00000 4700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 1300.00000 7800.00| 2100.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 46500.00000 46500.00| 5000.00000 5000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 15.000 EACH| 250.00000 3750.00| 160.00000 2400.00| 300.00000 4500.00 HEADWALL, REMOVE | | | 0005 202-60820 65600.000 SYS | 0.65000 42640.00| 1.00000 65600.00| 0.85000 55760.00 SURFACE MILLING, ASPHALT | | | 0006 211-02060 30.000 CYS | 20.00000 600.00| 38.00000 1140.00| 14.75000 442.50 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 5192.000 TON | 10.00000 51920.00| 11.20000 58150.40| 19.50000 101244.00 COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 TON | 60.00000 6000.00| 125.00000 12500.00| 120.00000 12000.00 HMA FOR PATCHING | | | 0009 305-05206 2576.000 TON | 46.00000 118496.00| 45.45000 117079.20| 34.00000 87584.00 WIDENING WITH HMA | | | 0010 401-05455 9020.000 TON | 32.00000 288640.00| 32.30000 291346.00| 29.00000 261580.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 6765.000 TON | 33.00000 223245.00| 36.80000 248952.00| 34.00000 230010.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 1100.00000 1100.00 PROFILOGRAPH, HMA | | | 0013 402-05495 100.000 TON | 45.00000 4500.00| 45.20000 4520.00| 33.00000 3300.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05517 22.000 TON | 310.00000 6820.00| 145.00000 3190.00| 250.00000 5500.00 ASPHALT FOR PRIME COAT | | | 0015 406-05520 46.000 TON | 170.00000 7820.00| 135.00000 6210.00| 175.00000 8050.00 ASPHALT FOR TACK COAT | | | 0016 608-04395 10.000 TON | 100.00000 1000.00| 38.00000 380.00| 125.00000 1250.00 AGGREGATE FOR SHOULDER DRAINS | | | 0017 610-05527 1720.000 TON | 35.00000 60200.00| 55.25000 95030.00| 50.00000 86000.00 HMA FOR APPROACHES | | | 0018 615-06505 4.000 EACH| 1150.00000 4600.00| 720.00000 2880.00| 425.00000 1700.00 MONUMENT, B | | | 0019 715-02839 66.000 LFT | 78.00000 5148.00| 64.00000 4224.00| 150.00000 9900.00 PIPE, POLYETHYLENE LINER, 24 IN. | | | 0020 715-03403 58.000 LFT | 64.00000 3712.00| 48.00000 2784.00| 95.00000 5510.00 PIPE, POLYETHYLENE LINER, 15 IN. | | | 0021 715-03404 152.000 LFT | 56.00000 8512.00| 50.00000 7600.00| 86.00000 13072.00 PIPE, POLYETHYLENE LINER, 18 IN. | | | 0022 715-03487 2.000 EACH| 970.00000 1940.00| 1600.00000 3200.00| 1600.00000 3200.00 SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0023 715-05118 6.000 LFT | 90.00000 540.00| 85.50000 513.00| 26.00000 156.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0024 715-05119 12.000 LFT | 91.00000 1092.00| 101.50000 1218.00| 32.00000 384.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 715-05121 9.000 LFT | 93.00000 837.00| 85.50000 769.50| 37.00000 333.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0026 715-05125 6.000 LFT | 112.00000 672.00| 215.00000 1290.00| 105.00000 630.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0027 715-46000 2.000 EACH| 290.00000 580.00| 225.00000 450.00| 240.00000 480.00 PIPE END SECTION, 12 IN. | | | 0028 715-46005 4.000 EACH| 300.00000 1200.00| 215.00000 860.00| 310.00000 1240.00 PIPE END SECTION, 15 IN. | | | 0029 715-46010 3.000 EACH| 320.00000 960.00| 265.00000 795.00| 340.00000 1020.00 PIPE END SECTION, 18 IN. | | | 0030 801-06203 4940.000 LFT | 0.50000 2470.00| 0.61000 3013.40| 0.22000 1086.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2470.000 LFT | 0.60000 1482.00| 1.12000 2766.40| 0.85000 2099.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 29.000 EACH| 50.00000 1450.00| 45.50000 1319.50| 46.00000 1334.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 22500.00000 22500.00| 1325.00000 1325.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06712 4600.000 LFT | 0.10000 460.00| 0.09000 414.00| 0.09000 414.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 49400.000 LFT | 0.10000 4940.00| 0.08000 3952.00| 0.08000 3952.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 18900.000 LFT | 0.10000 1890.00| 0.08000 1512.00| 0.08000 1512.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75996 785.000 EACH| 3.20000 2512.00| 5.50000 4317.50| 4.00000 3140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 947,528.00| $ 974,500.90| $ 1,009,783.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,528.00| $ 974,500.90| $ 1,009,783.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2126716 |(5) 35-1139301 | |WABASH VALLEY ASPHALT CO. LL|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 105-06845 LUMP| 4935.00000 4935.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1260.00000 7560.00| 2400.00000 14400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 51700.00000 51700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 15.000 EACH| 333.07000 4996.05| 292.00000 4380.00| HEADWALL, REMOVE | | | 0005 202-60820 65600.000 SYS | 0.87000 57072.00| 0.75000 49200.00| SURFACE MILLING, ASPHALT | | | 0006 211-02060 30.000 CYS | 107.51000 3225.30| 14.50000 435.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 5192.000 TON | 11.90000 61784.80| 12.00000 62304.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 TON | 142.92000 14292.00| 150.00000 15000.00| HMA FOR PATCHING | | | 0009 305-05206 2576.000 TON | 49.56000 127666.56| 36.00000 92736.00| WIDENING WITH HMA | | | 0010 401-05455 9020.000 TON | 28.08000 253281.60| 30.00000 270600.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 6765.000 TON | 28.37000 191923.05| 35.00000 236775.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 2059.51000 2059.51| 3600.00000 3600.00| PROFILOGRAPH, HMA | | | 0013 402-05495 100.000 TON | 19.15000 1915.00| 50.00000 5000.00| HMA WEDGE AND LEVEL | | | 0014 405-05517 22.000 TON | 420.54000 9251.88| 325.00000 7150.00| ASPHALT FOR PRIME COAT | | | 0015 406-05520 46.000 TON | 224.03000 10305.38| 180.00000 8280.00| ASPHALT FOR TACK COAT | | | 0016 608-04395 10.000 TON | 179.61000 1796.10| 300.00000 3000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0017 610-05527 1720.000 TON | 91.62000 157586.40| 70.00000 120400.00| HMA FOR APPROACHES | | | 0018 615-06505 4.000 EACH| 708.75000 2835.00| 675.00000 2700.00| MONUMENT, B | | | 0019 715-02839 66.000 LFT | 63.00000 4158.00| 149.75000 9883.50| PIPE, POLYETHYLENE LINER, 24 IN. | | | 0020 715-03403 58.000 LFT | 47.25000 2740.50| 92.55000 5367.90| PIPE, POLYETHYLENE LINER, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2126716 |(5) 35-1139301 | |WABASH VALLEY ASPHALT CO. LL|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 715-03404 152.000 LFT | 49.35000 7501.20| 84.64000 12865.28| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0022 715-03487 2.000 EACH| 1679.81000 3359.62| 1600.00000 3200.00| SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0023 715-05118 6.000 LFT | 86.12000 516.72| 25.00000 150.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0024 715-05119 12.000 LFT | 99.69000 1196.28| 31.00000 372.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 715-05121 9.000 LFT | 95.92000 863.28| 36.00000 324.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0026 715-05125 6.000 LFT | 160.24000 961.44| 100.00000 600.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0027 715-46000 2.000 EACH| 267.55000 535.10| 230.00000 460.00| PIPE END SECTION, 12 IN. | | | 0028 715-46005 4.000 EACH| 282.55000 1130.20| 300.00000 1200.00| PIPE END SECTION, 15 IN. | | | 0029 715-46010 3.000 EACH| 365.07000 1095.21| 330.00000 990.00| PIPE END SECTION, 18 IN. | | | 0030 801-06203 4940.000 LFT | 0.41000 2025.40| 0.08000 395.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2470.000 LFT | 1.78000 4396.60| 1.40000 3458.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 29.000 EACH| 45.15000 1309.35| 43.00000 1247.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 22100.40000 22100.40| 31750.00000 31750.00| MAINTAINING TRAFFIC | | | 0034 808-06712 4600.000 LFT | 0.09000 414.00| 0.08000 368.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 49400.000 LFT | 0.07000 3458.00| 0.08000 3952.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 18900.000 LFT | 0.07000 1323.00| 0.08000 1512.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75996 785.000 EACH| 6.27000 4921.95| 5.70000 4474.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,026,491.88| $ 1,034,729.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,026,491.88| $ 1,034,729.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,694.69 ROUTE : 67 CALL ORDER : 350 CONTRACT ID : RS-26332-A COUNTIES : MORGAN OWEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 830,263.13 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 918,317.26 110.6055% 3 35-1418333 ROGERS GROUP, INC. $ 964,628.85 116.1835% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1418333 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 5.000 MOS | 1350.00000 6750.00| 2100.00000 10500.00| 1280.00000 6400.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 22000.00000 22000.00| 16350.00000 16350.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 258773.000 SYS | 0.66000 170790.18| 0.22000 56930.06| 0.35000 90570.55 SURFACE MILLING, ASPHALT | | | 0004 303-52308 2817.000 TON | 16.25000 45776.25| 18.75000 52818.75| 17.10000 48170.70 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 200.000 TON | 76.00000 15200.00| 85.00000 17000.00| 162.00000 32400.00 HMA FOR PATCHING | | | 0006 401-05456 14161.000 TON | 34.00000 481474.00| 44.25000 626624.25| 43.80000 620251.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05464 324.000 TON | 35.00000 11340.00| 44.00000 14256.00| 66.15000 21432.60 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0008 401-06264 LUMP| 4500.00000 4500.00| 1100.00000 1100.00| 2895.00000 2895.00 PROFILOGRAPH, HMA | | | 0009 402-05495 500.000 TON | 38.77000 19385.00| 35.00000 17500.00| 48.25000 24125.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 134.000 TON | 135.00000 18090.00| 150.00000 20100.00| 196.25000 26297.50 ASPHALT FOR TACK COAT | | | 0011 801-06207 24500.000 LFT | 0.61000 14945.00| 0.80000 19600.00| 0.52000 12740.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 55.000 EACH| 70.00000 3850.00| 65.00000 3575.00| 68.00000 3740.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 3000.00000 3000.00| 23350.00000 23350.00| 28370.00000 28370.00 MAINTAINING TRAFFIC | | | 0014 808-01226 1385.000 EACH| 8.00000 11080.00| 6.25000 8656.25| 7.90000 10941.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,694.69 ROUTE : 67 CALL ORDER : 350 CONTRACT ID : RS-26332-A COUNTIES : MORGAN OWEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1418333 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 20300.000 LFT | 0.05000 1015.00| 0.05000 1015.00| 0.05000 1015.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 168420.000 LFT | 0.05000 8421.00| 0.05000 8421.00| 0.05000 8421.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 34269.000 LFT | 0.05000 1713.45| 0.05000 1713.45| 0.05000 1713.45 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75994 1385.000 EACH| 3.20000 4432.00| 5.50000 7617.50| 3.10000 4293.50 PRISMATIC REFLECTOR | | | 0019 808-75996 1385.000 EACH| 3.25000 4501.25| 4.00000 5540.00| 3.25000 4501.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 830,263.13| $ 918,317.26| $ 964,628.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 830,263.13| $ 918,317.26| $ 964,628.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 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. $ 1,044,981.63 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,047,933.12 100.2824% 3 35-1139301 E & B PAVING, INC. $ 1,077,419.03 103.1041% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,147,535.07 109.8138% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,180,000.00 112.9206% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |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 105-06845 LUMP| 5731.00000 5731.00| 6000.00000 6000.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2207.28000 13243.68| 1400.00000 8400.00| 2315.00000 13890.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 53800.00000 53800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 110264.000 SYS | 0.73000 80492.72| 0.67000 73876.88| 0.50000 55132.00 SURFACE MILLING, ASPHALT | | | 0005 305-06082 1930.000 TON | 50.54000 97542.20| 40.00000 77200.00| 71.00000 137030.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 401-05455 9787.000 TON | 29.66000 290282.42| 30.00000 293610.00| 27.50000 269142.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 7340.000 TON | 40.90000 300206.00| 38.00000 278920.00| 37.00000 271580.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05463 1866.000 TON | 29.66000 55345.56| 37.80000 70534.80| 31.00000 57846.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0009 401-05464 1400.000 TON | 40.90000 57260.00| 44.50000 62300.00| 43.00000 60200.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0010 401-06264 LUMP| 4131.71000 4131.71| 5000.00000 5000.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0011 405-05517 7.700 TON | 280.00000 2156.00| 254.14000 1956.88| 200.00000 1540.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 52.000 TON | 179.75000 9347.00| 190.61000 9911.72| 175.00000 9100.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 1517.000 TON | 58.06000 88077.02| 68.43000 103808.31| 68.00000 103156.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 615-06525 14.000 EACH| 239.22000 3349.08| 160.27000 2243.78| 250.00000 3500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 720-44000 4.000 EACH| 266.08000 1064.32| 373.95000 1495.80| 350.00000 1400.00 CASTING, ADJUST TO GRADE , CURB INLET | | | 0016 720-44000 2.000 EACH| 265.81000 531.62| 427.38000 854.76| 350.00000 700.00 CASTING, ADJUST TO GRADE , MANHOLE | | | 0017 801-06207 2905.000 LFT | 0.91000 2643.55| 0.85000 2469.25| 1.20000 3486.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | 0018 801-06207 126.000 LFT | 0.81000 102.06| 0.85000 107.10| 1.20000 151.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. WHITE | | | 0019 801-06640 37.000 EACH| 43.76000 1619.12| 44.87000 1660.19| 42.00000 1554.00 CONSTRUCTION SIGN, A | | | 0020 801-06710 100.000 DAY | 22.92000 2292.00| 14.96000 1496.00| 13.00000 1300.00 FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 15000.00000 15000.00| 10050.56000 10050.56| 22500.00000 22500.00 MAINTAINING TRAFFIC | | | 0022 808-06711 334.000 LFT | 0.08000 26.72| 0.09000 30.06| 0.08000 26.72 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 5100.000 LFT | 0.08000 408.00| 0.09000 459.00| 0.08000 408.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 2910.000 LFT | 0.07000 203.70| 0.07000 203.70| 0.07000 203.70 LINE, PAINT, SOLID, WHITE, 4 IN. , FOR | | | TURN LANES | | | 0025 808-06714 31263.000 LFT | 0.07000 2188.41| 0.07000 2188.41| 0.07000 2188.41 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75078 165.000 LFT | 0.31000 51.15| 0.32000 52.80| 0.30000 49.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 12.000 LFT | 3.65000 43.80| 3.74000 44.88| 3.50000 42.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 2.000 EACH| 43.77000 87.54| 44.88000 89.76| 42.00000 84.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 2.000 EACH| 54.19000 108.38| 55.56000 111.12| 52.00000 104.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 17.000 EACH| 27.80000 472.60| 109.32000 1858.44| 10.00000 170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75998 17.000 EACH| 57.31000 974.27| 58.76000 998.92| 55.00000 935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | AMBER | | | SECTION TOTALS | $ 1,044,981.63| $ 1,047,933.12| $ 1,077,419.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,044,981.63| $ 1,047,933.12| $ 1,077,419.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1151771 | |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 5693.61000 5693.61| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1825.00000 10950.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 57000.00000 57000.00| 54329.02000 54329.02| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 110264.000 SYS | 0.71000 78287.44| 0.60000 66158.40| SURFACE MILLING, ASPHALT | | | 0005 305-06082 1930.000 TON | 69.00000 133170.00| 64.00000 123520.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 401-05455 9787.000 TON | 35.00000 342545.00| 32.60000 319056.20| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 7340.000 TON | 38.00000 278920.00| 43.45000 318923.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05463 1866.000 TON | 35.00000 65310.00| 33.05000 61671.30| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0009 401-05464 1400.000 TON | 38.00000 53200.00| 43.60000 61040.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0010 401-06264 LUMP| 4500.00000 4500.00| 3420.00000 3420.00| PROFILOGRAPH, HMA | | | 0011 405-05517 7.700 TON | 400.00000 3080.00| 200.00000 1540.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 52.000 TON | 170.00000 8840.00| 150.00000 7800.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 1517.000 TON | 40.00000 60680.00| 58.15000 88213.55| HMA FOR APPROACHES | | | 0014 615-06525 14.000 EACH| 220.00000 3080.00| 250.00000 3500.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 720-44000 4.000 EACH| 400.00000 1600.00| 415.00000 1660.00| CASTING, ADJUST TO GRADE , CURB INLET | | | 0016 720-44000 2.000 EACH| 400.00000 800.00| 265.00000 530.00| CASTING, ADJUST TO GRADE , MANHOLE | | | 0017 801-06207 2905.000 LFT | 1.30000 3776.50| 2.00000 5810.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | 0018 801-06207 126.000 LFT | 1.30000 163.80| 2.20000 277.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. WHITE | | | 0019 801-06640 37.000 EACH| 42.00000 1554.00| 43.50000 1609.50| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1151771 | |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06710 100.000 DAY | 13.00000 1300.00| 13.00000 1300.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 28000.00000 28000.00| 38500.00000 38500.00| MAINTAINING TRAFFIC | | | 0022 808-06711 334.000 LFT | 0.08000 26.72| 0.08000 26.72| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 5100.000 LFT | 0.08000 408.00| 0.08000 408.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 2910.000 LFT | 0.07000 203.70| 0.07000 203.70| LINE, PAINT, SOLID, WHITE, 4 IN. , FOR | | | TURN LANES | | | 0025 808-06714 31263.000 LFT | 0.07000 2188.41| 0.07000 2188.41| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75078 165.000 LFT | 0.30000 49.50| 0.31000 51.15| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 12.000 LFT | 3.50000 42.00| 3.62000 43.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 2.000 EACH| 42.00000 84.00| 43.50000 87.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 2.000 EACH| 52.00000 104.00| 53.85000 107.70| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 17.000 EACH| 11.00000 187.00| 24.35000 413.95| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 17.000 EACH| 55.00000 935.00| 56.95000 968.15| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | AMBER | | | SECTION TOTALS | $ 1,147,535.07| $ 1,180,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,147,535.07| $ 1,180,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/06/02 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 $ 921,399.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 971,797.20 105.4697% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4465.00000 4465.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1380.00000 5520.00| 1700.00000 6800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46050.00000 46050.00| 48500.00000 48500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 297.000 LFT | 5.00000 1485.00| 5.00000 1485.00| GUARDRAIL, REMOVE | | | 0005 202-60820 188500.000 SYS | 0.46000 86710.00| 0.49000 92365.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 25.000 EACH| 200.00000 5000.00| 200.00000 5000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-90014 26.000 STA | 500.00000 13000.00| 1290.00000 33540.00| LINEAR GRADING | | | 0008 213-52830 19.000 CYS | 160.00000 3040.00| 160.00000 3040.00| FLOWABLE MORTAR | | | 0009 303-04095 9000.000 TON | 5.00000 45000.00| 3.00000 27000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 100.000 TON | 80.10000 8010.00| 90.00000 9000.00| HMA FOR PATCHING | | | 0011 305-60400 20.000 TON | 5.00000 100.00| 23.00000 460.00| COMPACTED AGGREGATE FOR PATCHING | | | 0012 401-05456 14900.000 TON | 27.07000 403343.00| 30.00000 447000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 406-05520 65.000 TON | 160.00000 10400.00| 50.00000 3250.00| ASPHALT FOR TACK COAT | | | 0014 601-01846 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-05999 1.000 EACH| 40.00000 40.00| 40.00000 40.00| CURVED TERMINAL END | | | 0016 601-94689 26.000 EACH| 1900.00000 49400.00| 1900.00000 49400.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 700.00000 700.00| 700.00000 700.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 264.000 LFT | 12.00000 3168.00| 12.00000 3168.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-05527 1700.000 TON | 46.90000 79730.00| 50.00000 85000.00| HMA FOR APPROACHES | | | 0020 615-06520 1.000 EACH| 267.00000 267.00| 250.00000 250.00| MONUMENT, RE-ESTABLISH | | | 0021 621-06559 100.000 SYS | 7.48000 748.00| 7.48000 748.00| MULCHED SEEDING, R | | | 0022 715-91218 46.000 LFT | 117.00000 5382.00| 117.00000 5382.00| PIPE, POLYETHYLENE LINER, 20 IN. | | | 0023 720-44000 5.000 EACH| 377.80000 1889.00| 350.00000 1750.00| CASTING, ADJUST TO GRADE | | | 0024 801-06203 5150.000 LFT | 0.12000 618.00| 0.40000 2060.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 5150.000 LFT | 0.78000 4017.00| 0.70000 3605.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 42.000 EACH| 75.00000 3150.00| 75.00000 3150.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 84890.00000 84890.00| 74550.00000 74550.00| MAINTAINING TRAFFIC | | | 0028 802-04893 1.000 EACH| 64.00000 64.00| 64.00000 64.00| REFERENCE POST | | | 0029 802-76065 66.000 LFT | 14.00000 924.00| 14.00000 924.00| SIGN POST, B HIGH POST INSTALLATION | | | 0030 808-05929 100.000 LFT | 1.50000 150.00| 2.85000 285.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0031 808-06713 103500.000 LFT | 0.06000 6210.00| 0.06000 6210.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-75240 7400.000 LFT | 0.26000 1924.00| 0.26000 1924.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0033 808-75245 60000.000 LFT | 0.26000 15600.00| 0.26000 15600.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75297 56.000 LFT | 4.50000 252.00| 5.70000 319.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75340 2.000 EACH| 450.00000 900.00| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0036 808-75996 1110.000 EACH| 2.32000 2575.20| 5.00000 5550.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 1110.000 EACH| 19.80000 21978.00| 19.80000 21978.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0038 808-97323 300.000 LFT | 3.50000 1050.00| 4.50000 1350.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0039 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 921,399.20| $ 971,797.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 921,399.20| $ 971,797.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 09/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 857,784.00 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 870,934.81 101.5331% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 886,902.91 103.3946% 4 35-1065659 BROOKS CONSTRUCTION $ 897,010.10 104.5729% 5 35-1120685 WALSH & KELLY, INC. $ 899,171.50 104.8249% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 916,641.72 106.8616% 7 38-1625197 SELGE CONSTRUCTION CO. INC. $ 1,012,940.90 118.0881% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1582109 |(3) 35-1339168 |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 57356.84000 57356.84| 2969.57000 2969.57| 2096.07000 2096.07 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2870.00000 8610.00| 2572.50000 7717.50| 1974.25000 5922.75 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 42448.02000 42448.02| 43929.62000 43929.62 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 7059.000 m2 | 4.00000 28236.00| 7.29000 51460.11| 7.04000 49695.36 PAVEMENT, REMOVE | | | 0005 202-02278 143.000 m | 5.88000 840.84| 15.64000 2236.52| 11.01000 1574.43 CURB, CONCRETE, REMOVE | | | 0006 202-05677 4.000 EACH| 3524.84000 14099.36| 8449.95000 33799.80| 2028.76000 8115.04 BARRIER ISLAND, REMOVE | | | 0007 202-06542 10.000 EACH| 575.00000 5750.00| 575.00000 5750.00| 575.00000 5750.00 RELOCATE LANE CONTROLLER LIGHTS | | | 0008 202-52710 25.000 m2 | 4.81000 120.25| 46.11000 1152.75| 29.08000 727.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 1739.000 m3 | 10.00000 17390.00| 6.54000 11373.06| 15.44000 26850.16 EXCAVATION, COMMON | | | 0010 203-60778 LUMP| 1047.13000 1047.13| 4548.37000 4548.37| 526.33000 526.33 GRADING | | | 0011 210-05873 LUMP| 6300.00000 6300.00| 3576.60000 3576.60| 1700.00000 1700.00 TESTING OF MATERIALS | | | 0012 210-06717 LUMP| 10000.00000 10000.00| 5370.00000 5370.00| 5370.00000 5370.00 ENVIRONMENTAL PLAZA CLEANING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1582109 |(3) 35-1339168 |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 210-07256 3.000 EACH| 10000.00000 30000.00| 7952.10000 23856.30| 9154.00000 27462.00 RETROFIT EXISTING TOLL BOOTH EXTERIORS | | | 0014 210-07258 16.000 EACH| 620.00000 9920.00| 620.00000 9920.00| 620.00000 9920.00 AXLE LIGHTS | | | 0015 304-06464 1739.000 m3 | 20.00000 34780.00| 31.50000 54778.50| 25.33000 44048.87 SUBBASE FOR PCCP | | | 0016 501-05240 1672.000 m | 20.00000 33440.00| 23.22000 38823.84| 26.33000 44023.76 CONTRACTION JOINT, D1 | | | 0017 501-05310 66.000 m | 180.00000 11880.00| 60.10000 3966.60| 134.12000 8851.92 TERMINAL JOINT | | | 0018 501-51940 482.000 m | 5.82000 2805.24| 4.73000 2279.86| 18.93000 9124.26 PREFORMED JOINT MATERIAL, 25 mm | | | 0019 502-06327 6480.000 m2 | 28.00000 181440.00| 35.52000 230169.60| 40.41000 261856.80 PCCP, 250 mm REINFORCED, CLASS C | | | 0020 503-03489 300.000 EACH| 8.20000 2460.00| 12.58000 3774.00| 21.35000 6405.00 RETROFITTED TIE BARS | | | 0021 601-05011 4.000 EACH| 30000.00000 120000.00| 30633.82000 122535.28| 28274.06000 113096.24 BARRIER ISLAND TYPE II, 60 m LENGTH | | | 0022 602-07257 25.000 m | 339.84000 8496.00| 356.34000 8908.50| 270.40000 6760.00 TEMPORARY BARRIER, GRAVEL FILLED | | | 0023 603-04244 10.000 EACH| 2670.00000 26700.00| 2670.00000 26700.00| 2670.00000 26700.00 GATE | | | 0024 603-04244 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 450.00000 3600.00 GATE , REMOVE | | | 0025 604-06070 25.000 m2 | 28.80000 720.00| 45.33000 1133.25| 32.60000 815.00 SIDEWALK, CONCRETE | | | 0026 605-06100 143.000 m | 32.87000 4700.41| 23.48000 3357.64| 42.61000 6093.23 CURB, INTEGRAL, C, CONCRETE | | | 0027 619-04981 LUMP| 41500.00000 41500.00| 34586.41000 34586.41| 11542.00000 11542.00 CLEAN AND PAINT TOLL BOOTHS AND CANOPY | | | EXTERIORS | | | 0028 709-51821 LUMP| 8290.00000 8290.00| 24625.45000 24625.45| 34421.37000 34421.37 SURFACE SEAL | | | 0029 712-04784 1.000 EACH| 604.52000 604.52| 2785.45000 2785.45| 3578.57000 3578.57 STRUCTURE , WALKBRIDGE | | | 0030 715-92037 75.000 m | 56.45000 4233.75| 136.67000 10250.25| 93.39000 7004.25 PIPE, PVC, 100 mm | | | 0031 720-44000 4.000 EACH| 391.01000 1564.04| 171.63000 686.52| 400.59000 1602.36 CASTING, ADJUST TO GRADE | | | 0032 728-98377 LUMP| 14000.00000 14000.00| 6273.54000 6273.54| 14000.00000 14000.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1582109 |(3) 35-1339168 |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-01093 2.000 EACH| 460.00000 920.00| 460.00000 920.00| 460.00000 920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-06203 1000.000 m | 0.48000 480.00| 0.48000 480.00| 0.48000 480.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06606 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 75.00000 600.00 BARRICADE, IIIB | | | 0036 801-06640 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | 0037 801-06710 120.000 DAY | 18.00000 2160.00| 18.00000 2160.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 55000.00000 55000.00| 3600.00000 3600.00| 7511.84000 7511.84 MAINTAINING TRAFFIC | | | 0039 801-09133 2.000 EACH| 4592.79000 9185.58| 4000.00000 8000.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0040 802-03896 2.000 EACH| 52.36000 104.72| 150.00000 300.00| 419.64000 839.28 BOLLARD , REMOVE | | | 0041 805-04197 16.000 m | 23.90000 382.40| 23.90000 382.40| 23.90000 382.40 CONDUIT, PVC, 150 mm | | | 0042 805-78746 92.000 m | 75.00000 6900.00| 75.00000 6900.00| 75.00000 6900.00 PREFORMED LOOP DETECTORS TREADLES | | | 0043 805-92455 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 FLASHER BEACON ASSEMBLY | | | 0044 808-75007 915.000 m | 0.86000 786.90| 0.86000 786.90| 0.86000 786.90 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0045 808-75047 305.000 m | 0.86000 262.30| 0.86000 262.30| 0.86000 262.30 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0046 900-05012 6.000 EACH| 6169.62000 37017.72| 8338.32000 50029.92| 8966.30000 53797.80 TREADLES AND FRAMES | | | SECTION TOTALS | $ 857,784.00| $ 870,934.81| $ 886,902.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 857,784.00| $ 870,934.81| $ 886,902.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1120685 |(6) 35-0918397 |BROOKS CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 7385.00000 7385.00| 6000.00000 6000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1400.00000 4200.00| 1500.00000 4500.00| 2000.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 44850.00000 44850.00| 43000.00000 43000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 7059.000 m2 | 4.95000 34942.05| 4.70000 33177.30| 5.00000 35295.00 PAVEMENT, REMOVE | | | 0005 202-02278 143.000 m | 9.05000 1294.15| 9.70000 1387.10| 4.00000 572.00 CURB, CONCRETE, REMOVE | | | 0006 202-05677 4.000 EACH| 6500.00000 26000.00| 3300.00000 13200.00| 3511.28000 14045.12 BARRIER ISLAND, REMOVE | | | 0007 202-06542 10.000 EACH| 575.00000 5750.00| 575.00000 5750.00| 575.00000 5750.00 RELOCATE LANE CONTROLLER LIGHTS | | | 0008 202-52710 25.000 m2 | 32.50000 812.50| 15.00000 375.00| 4.00000 100.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 1739.000 m3 | 8.35000 14520.65| 15.00000 26085.00| 12.00000 20868.00 EXCAVATION, COMMON | | | 0010 203-60778 LUMP| 16400.00000 16400.00| 3000.00000 3000.00| 11000.00000 11000.00 GRADING | | | 0011 210-05873 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 5000.00000 5000.00 TESTING OF MATERIALS | | | 0012 210-06717 LUMP| 10450.00000 10450.00| 33000.00000 33000.00| 5370.00000 5370.00 ENVIRONMENTAL PLAZA CLEANING | | | 0013 210-07256 3.000 EACH| 9154.00000 27462.00| 9154.00000 27462.00| 9154.00000 27462.00 RETROFIT EXISTING TOLL BOOTH EXTERIORS | | | 0014 210-07258 16.000 EACH| 620.00000 9920.00| 620.00000 9920.00| 620.00000 9920.00 AXLE LIGHTS | | | 0015 304-06464 1739.000 m3 | 31.55000 54865.45| 32.00000 55648.00| 30.00000 52170.00 SUBBASE FOR PCCP | | | 0016 501-05240 1672.000 m | 18.00000 30096.00| 22.00000 36784.00| 23.75000 39710.00 CONTRACTION JOINT, D1 | | | 0017 501-05310 66.000 m | 80.00000 5280.00| 70.00000 4620.00| 70.00000 4620.00 TERMINAL JOINT | | | 0018 501-51940 482.000 m | 2.50000 1205.00| 2.00000 964.00| 7.00000 3374.00 PREFORMED JOINT MATERIAL, 25 mm | | | 0019 502-06327 6480.000 m2 | 40.00000 259200.00| 38.00000 246240.00| 45.00000 291600.00 PCCP, 250 mm REINFORCED, CLASS C | | | 0020 503-03489 300.000 EACH| 5.50000 1650.00| 5.00000 1500.00| 17.00000 5100.00 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1120685 |(6) 35-0918397 |BROOKS CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-05011 4.000 EACH| 29000.00000 116000.00| 24300.00000 97200.00| 23000.00000 92000.00 BARRIER ISLAND TYPE II, 60 m LENGTH | | | 0022 602-07257 25.000 m | 165.00000 4125.00| 330.00000 8250.00| 270.40000 6760.00 TEMPORARY BARRIER, GRAVEL FILLED | | | 0023 603-04244 10.000 EACH| 2670.00000 26700.00| 2670.00000 26700.00| 2670.00000 26700.00 GATE | | | 0024 603-04244 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 450.00000 3600.00 GATE , REMOVE | | | 0025 604-06070 25.000 m2 | 85.00000 2125.00| 30.00000 750.00| 22.00000 550.00 SIDEWALK, CONCRETE | | | 0026 605-06100 143.000 m | 40.00000 5720.00| 30.00000 4290.00| 49.00000 7007.00 CURB, INTEGRAL, C, CONCRETE | | | 0027 619-04981 LUMP| 43550.00000 43550.00| 40000.00000 40000.00| 42000.00000 42000.00 CLEAN AND PAINT TOLL BOOTHS AND CANOPY | | | EXTERIORS | | | 0028 709-51821 LUMP| 24500.00000 24500.00| 52000.00000 52000.00| 54642.00000 54642.00 SURFACE SEAL | | | 0029 712-04784 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 750.00000 750.00 STRUCTURE , WALKBRIDGE | | | 0030 715-92037 75.000 m | 21.00000 1575.00| 6.50000 487.50| 15.00000 1125.00 PIPE, PVC, 100 mm | | | 0031 720-44000 4.000 EACH| 0.10000 0.40| 250.00000 1000.00| 150.00000 600.00 CASTING, ADJUST TO GRADE | | | 0032 728-98377 LUMP| 15360.00000 15360.00| 15360.00000 15360.00| 14000.00000 14000.00 MASONRY COATING | | | 0033 801-01093 2.000 EACH| 0.05000 0.10| 460.00000 920.00| 460.00000 920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-06203 1000.000 m | 0.48000 480.00| 2.45000 2450.00| 0.48000 480.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06606 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 75.00000 600.00 BARRICADE, IIIB | | | 0036 801-06640 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | 0037 801-06710 120.000 DAY | 18.00000 2160.00| 18.00000 2160.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 12500.00000 12500.00| 18000.00000 18000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0039 801-09133 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0040 802-03896 2.000 EACH| 0.10000 0.20| 180.00000 360.00| 180.00000 360.00 BOLLARD , REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1120685 |(6) 35-0918397 |BROOKS CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 805-04197 16.000 m | 23.90000 382.40| 23.90000 382.40| 23.90000 382.40 CONDUIT, PVC, 150 mm | | | 0042 805-78746 92.000 m | 75.00000 6900.00| 75.00000 6900.00| 75.00000 6900.00 PREFORMED LOOP DETECTORS TREADLES | | | 0043 805-92455 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 FLASHER BEACON ASSEMBLY | | | 0044 808-75007 915.000 m | 0.86000 786.90| 0.86000 786.90| 0.86000 786.90 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0045 808-75047 305.000 m | 0.86000 262.30| 0.86000 262.30| 0.86000 262.30 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0046 900-05012 6.000 EACH| 7500.00000 45000.00| 6000.00000 36000.00| 7000.00000 42000.00 TREADLES AND FRAMES | | | SECTION TOTALS | $ 897,010.10| $ 899,171.50| $ 916,641.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 897,010.10| $ 899,171.50| $ 916,641.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(7) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 7400.00000 7400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 53000.00000 53000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 7059.000 m2 | 4.80000 33883.20| | PAVEMENT, REMOVE | | | 0005 202-02278 143.000 m | 11.75000 1680.25| | CURB, CONCRETE, REMOVE | | | 0006 202-05677 4.000 EACH| 2800.00000 11200.00| | BARRIER ISLAND, REMOVE | | | 0007 202-06542 10.000 EACH| 575.00000 5750.00| | RELOCATE LANE CONTROLLER LIGHTS | | | 0008 202-52710 25.000 m2 | 11.65000 291.25| | SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 1739.000 m3 | 12.00000 20868.00| | EXCAVATION, COMMON | | | 0010 203-60778 LUMP| 8600.00000 8600.00| | GRADING | | | 0011 210-05873 LUMP| 6300.00000 6300.00| | TESTING OF MATERIALS | | | 0012 210-06717 LUMP| 34575.00000 34575.00| | ENVIRONMENTAL PLAZA CLEANING | | | 0013 210-07256 3.000 EACH| 9600.00000 28800.00| | RETROFIT EXISTING TOLL BOOTH EXTERIORS | | | 0014 210-07258 16.000 EACH| 620.00000 9920.00| | AXLE LIGHTS | | | 0015 304-06464 1739.000 m3 | 40.00000 69560.00| | SUBBASE FOR PCCP | | | 0016 501-05240 1672.000 m | 28.80000 48153.60| | CONTRACTION JOINT, D1 | | | 0017 501-05310 66.000 m | 230.00000 15180.00| | TERMINAL JOINT | | | 0018 501-51940 482.000 m | 3.00000 1446.00| | PREFORMED JOINT MATERIAL, 25 mm | | | 0019 502-06327 6480.000 m2 | 48.00000 311040.00| | PCCP, 250 mm REINFORCED, CLASS C | | | 0020 503-03489 300.000 EACH| 14.50000 4350.00| | RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(7) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-05011 4.000 EACH| 26355.00000 105420.00| | BARRIER ISLAND TYPE II, 60 m LENGTH | | | 0022 602-07257 25.000 m | 330.00000 8250.00| | TEMPORARY BARRIER, GRAVEL FILLED | | | 0023 603-04244 10.000 EACH| 2670.00000 26700.00| | GATE | | | 0024 603-04244 8.000 EACH| 450.00000 3600.00| | GATE , REMOVE | | | 0025 604-06070 25.000 m2 | 36.00000 900.00| | SIDEWALK, CONCRETE | | | 0026 605-06100 143.000 m | 39.00000 5577.00| | CURB, INTEGRAL, C, CONCRETE | | | 0027 619-04981 LUMP| 14000.00000 14000.00| | CLEAN AND PAINT TOLL BOOTHS AND CANOPY | | | EXTERIORS | | | 0028 709-51821 LUMP| 38000.00000 38000.00| | SURFACE SEAL | | | 0029 712-04784 1.000 EACH| 1770.00000 1770.00| | STRUCTURE , WALKBRIDGE | | | 0030 715-92037 75.000 m | 25.00000 1875.00| | PIPE, PVC, 100 mm | | | 0031 720-44000 4.000 EACH| 285.00000 1140.00| | CASTING, ADJUST TO GRADE | | | 0032 728-98377 LUMP| 42000.00000 42000.00| | MASONRY COATING | | | 0033 801-01093 2.000 EACH| 460.00000 920.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-06203 1000.000 m | 0.50000 500.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06606 8.000 EACH| 75.00000 600.00| | BARRICADE, IIIB | | | 0036 801-06640 20.000 EACH| 75.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0037 801-06710 120.000 DAY | 18.00000 2160.00| | FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0039 801-09133 2.000 EACH| 4000.00000 8000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0040 802-03896 2.000 EACH| 10.00000 20.00| | BOLLARD , REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 380 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 973,823.04 ROUTE : 90 CALL ORDER : 380 CONTRACT ID : RT-23544-A COUNTIES : ST. JOSEPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(7) 38-1625197 | | |SELGE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 805-04197 16.000 m | 23.90000 382.40| | CONDUIT, PVC, 150 mm | | | 0042 805-78746 92.000 m | 75.00000 6900.00| | PREFORMED LOOP DETECTORS TREADLES | | | 0043 805-92455 8.000 EACH| 1200.00000 9600.00| | FLASHER BEACON ASSEMBLY | | | 0044 808-75007 915.000 m | 0.86000 786.90| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0045 808-75047 305.000 m | 0.86000 262.30| | LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0046 900-05012 6.000 EACH| 8430.00000 50580.00| | TREADLES AND FRAMES | | | SECTION TOTALS | $ 1,012,940.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,012,940.90| | ====================================================================================================================================