INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : NO58066 N058066 N058066 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,903,738.62 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,997,107.99 104.9045% 3 36-2231526 WALSH CONSTR CO OF ILL $ 2,226,709.00 116.9650% 4 36-1212130 HERLIHY MID CONTINENT CO $ 2,246,465.08 118.0028% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,322,901.38 122.0178% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL 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| 29000.00000 29000.00| 17925.00000 17925.00| 102110.00000 102110.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1200.00000 18000.00| 2250.00000 33750.00| 1470.00000 22050.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 99000.00000 99000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 1100.00000 1100.00 CLEARING RIGHT OF WAY , HAUL ROAD | | | REMOVAL | | | 0005 202-51328 LUMP| 2300.00000 2300.00| 16500.00000 16500.00| 2500.00000 2500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 1500.00000 1500.00| 16500.00000 16500.00| 2500.00000 2500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 203-02000 6840.000 m3 | 7.61000 52052.40| 11.00000 75240.00| 10.00000 68400.00 EXCAVATION, COMMON | | | 0008 205-06932 25.000 m | 54.25000 1356.25| 54.25000 1356.25| 56.00000 1400.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 6.000 EACH| 70.00000 420.00| 70.00000 420.00| 76.00000 456.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 1385.000 m | 5.50000 7617.50| 5.50000 7617.50| 6.00000 8310.00 TEMPORARY SILT FENCE | | | 0011 206-51225 226.000 m3 | 10.26000 2318.76| 11.00000 2486.00| 20.00000 4520.00 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-07498 10857.000 m2 | 3.65000 39628.05| 3.40000 36913.80| 2.50000 27142.50 SUBGRADE TREATMENT, TYPE A | | | 0013 211-06467 229.000 m3 | 39.46000 9036.34| 42.00000 9618.00| 26.00000 5954.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 211-07454 367.000 m3 | 27.05000 9927.35| 20.00000 7340.00| 18.00000 6606.00 STRUCTURE BACKFILL | | | 0015 302-06464 128.400 m3 | 40.73000 5229.73| 31.50000 4044.60| 42.00000 5392.80 SUBBASE FOR PCCP | | | 0016 401-07328 928.000 Mg | 42.50000 39440.00| 42.50000 39440.00| 44.00000 40832.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 401-07398 1594.000 Mg | 37.00000 58978.00| 37.00000 58978.00| 38.00000 60572.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07424 3728.000 Mg | 31.50000 117432.00| 31.50000 117432.00| 32.00000 119296.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0019 401-07429 1768.000 Mg | 35.50000 62764.00| 35.50000 62764.00| 37.00000 65416.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0020 405-05517 3.000 Mg | 150.00000 450.00| 150.00000 450.00| 150.00000 450.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 10.500 Mg | 400.00000 4200.00| 400.00000 4200.00| 425.00000 4462.50 ASPHALT FOR TACK COAT | | | 0022 601-01522 8.000 EACH| 1200.00000 9600.00| 1340.00000 10720.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 4.000 EACH| 2000.00000 8000.00| 1925.00000 7700.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 245.000 m | 29.00000 7105.00| 31.65000 7754.25| 29.00000 7105.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 20.000 EACH| 6.70000 134.00| 5.00000 100.00| 5.00000 100.00 BARRIER DELINEATOR | | | 0026 605-06120 180.000 m | 35.05000 6309.00| 55.00000 9900.00| 46.70000 8406.00 CURB, CONCRETE | | | 0027 605-06155 1167.000 m | 46.20000 53915.40| 43.00000 50181.00| 32.85000 38335.95 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 610-06259 686.800 m2 | 53.99000 37080.33| 60.00000 41208.00| 60.97000 41874.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-05330 91.000 m2 | 39.95000 3635.45| 55.00000 5005.00| 42.50000 3867.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 615-06505 3.000 EACH| 353.07000 1059.21| 490.00000 1470.00| 590.00000 1770.00 MONUMENT, B | | | 0031 616-02320 420.000 m2 | 1.82000 764.40| 3.20000 1344.00| 2.12000 890.40 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 1.000 EACH| 975.00000 975.00| 975.00000 975.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.100 Mg | 734.00000 807.40| 734.00000 807.40| 750.00000 825.00 FERTILIZER | | | 0034 621-06554 191.000 kg | 8.88000 1696.08| 8.88000 1696.08| 9.00000 1719.00 SEED MIXTURE, U | | | 0035 621-06565 5.200 Mg | 560.00000 2912.00| 560.00000 2912.00| 575.00000 2990.00 MULCHING MATERIAL | | | 0036 621-06567 14.000 kL | 1.00000 14.00| 1.00000 14.00| 1.00000 14.00 WATER | | | 0037 621-06570 74.000 m3 | 26.01000 1924.74| 27.00000 1998.00| 20.65000 1528.10 TOP SOIL | | | 0038 621-06575 740.000 m2 | 7.70000 5698.00| 7.70000 5698.00| 10.00000 7400.00 SODDING, NURSERY | | | 0039 621-98038 9.000 m3 | 88.75000 798.75| 88.75000 798.75| 90.00000 810.00 MULCH, HARDWOOD SHREDDED BARK | | | 0040 622-05641 6.000 EACH| 130.00000 780.00| 130.00000 780.00| 150.00000 900.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0041 622-05650 3.000 EACH| 432.00000 1296.00| 432.00000 1296.00| 450.00000 1350.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0042 701-01849 1011.000 m | 100.00000 101100.00| 124.00000 125364.00| 99.00000 100089.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-96089 480.000 m | 93.00000 44640.00| 117.00000 56160.00| 113.00000 54240.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 703-51030 7870.000 kg | 1.56000 12277.20| 1.31000 10309.70| 1.24000 9758.80 REINFORCING STEEL | | | 0045 703-51032 63689.000 kg | 1.74000 110818.86| 1.61000 102539.29| 1.39000 88527.71 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 526.300 m3 | 529.76000 278812.69| 500.00000 263150.00| 700.00000 368410.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05734 8.000 EACH| 1607.53000 12860.24| 1350.00000 10800.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0048 706-51020 38.000 m3 | 602.24000 22885.12| 415.00000 15770.00| 800.00000 30400.00 CONCRETE, C, RAILING | | | 0049 707-05983 171.200 m | 300.00000 51360.00| 315.00000 53928.00| 400.00000 68480.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 707-06404 407.700 m | 675.00000 275197.50| 800.00000 326160.00| 800.00000 326160.00 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | 0051 708-03613 31.500 m3 | 200.40000 6312.60| 475.00000 14962.50| 380.00000 11970.00 GROUT, CELLULAR , BENTONITE | | | 0052 709-51821 LUMP| 5400.00000 5400.00| 5400.00000 5400.00| 6500.00000 6500.00 SURFACE SEAL , STR. NO. 1 | | | 0053 709-51821 LUMP| 2320.00000 2320.00| 2330.00000 2330.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 2 | | | 0054 714-44240 35.700 m3 | 1015.50000 36253.35| 700.00000 24990.00| 2100.00000 74970.00 CONCRETE, A, STRUCTURES | | | 0055 715-05048 1146.000 m | 26.26000 30093.96| 17.90000 20513.40| 8.00000 9168.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 57.000 m | 65.87000 3754.59| 27.90000 1590.30| 60.00000 3420.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 366.000 m | 73.84000 27025.44| 111.50000 40809.00| 83.00000 30378.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05407 146.000 m | 118.38000 17283.48| 30.25000 4416.50| 8.00000 1168.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46000 2.000 EACH| 466.94000 933.88| 432.00000 864.00| 207.46000 414.92 PIPE END SECTION, 300 mm | | | 0060 718-06531 4.000 EACH| 342.24000 1368.96| 140.00000 560.00| 1400.00000 5600.00 OUTLET PROTECTOR, 3 | | | 0061 718-06532 1000.000 m | 3.00000 3000.00| 4.00000 4000.00| 1.50000 1500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0062 718-52610 262.000 m3 | 53.14000 13922.68| 35.00000 9170.00| 28.00000 7336.00 AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 2797.000 m2 | 1.53000 4279.41| 0.70000 1957.90| 1.23000 3440.31 GEOTEXTILES FOR UNDERDRAIN | | | 0064 720-45045 8.000 EACH| 1411.64000 11293.12| 1500.00000 12000.00| 1800.00000 14400.00 INLET, J10 | | | 0065 720-45055 8.000 EACH| 1412.05000 11296.40| 1500.00000 12000.00| 1800.00000 14400.00 INLET, M10 | | | 0066 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 88499.72000 88499.72 MAINTAINING TRAFFIC | | | 0067 801-07119 15.000 m | 55.75000 836.25| 55.75000 836.25| 60.00000 900.00 BARRICADE, III-B | | | 0068 802-05701 9.900 m | 46.95000 464.81| 36.08000 357.19| 46.95000 464.81 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 1.350 m2 | 148.07000 199.89| 118.40000 159.84| 148.07000 199.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 802-76035 2.430 m2 | 159.07000 386.54| 129.17000 313.88| 159.07000 386.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 804-06725 4.000 EACH| 16.00000 64.00| 35.00000 140.00| 15.14000 60.56 DELINEATOR WITH POST, D1, 75 mm | | | 0072 805-01842 1.000 EACH| 620.00000 620.00| 620.00000 620.00| 620.00000 620.00 HANDHOLE, SIGNAL | | | 0073 805-01881 1.000 EACH| 2600.00000 2600.00| 2600.00000 2600.00| 2600.00000 2600.00 FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION | | | 0074 805-06592 192.000 m | 24.00000 4608.00| 24.00000 4608.00| 24.00000 4608.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0075 805-78010 1.000 EACH| 820.00000 820.00| 820.00000 820.00| 820.00000 820.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0076 805-78190 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0077 805-78480 50.000 m | 2.60000 130.00| 2.60000 130.00| 2.60000 130.00 SIGNAL CABLE, 3C 14GA. | | | 0078 805-78785 1.000 EACH| 460.00000 460.00| 460.00000 460.00| 460.00000 460.00 SIGNAL DETECTOR HOUSING | | | 0079 805-86838 490.000 m | 2.30000 1127.00| 2.30000 1127.00| 2.30000 1127.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0080 805-86889 4200.000 m | 0.30000 1260.00| 0.30000 1260.00| 0.30000 1260.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0081 805-86905 4.000 EACH| 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0082 805-86920 30.000 EACH| 30.00000 900.00| 30.00000 900.00| 30.00000 900.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0083 805-86930 32.000 EACH| 20.00000 640.00| 20.00000 640.00| 20.00000 640.00 INSULATING LINK, NOT WATERPROOFED | | | 0084 805-86935 20.000 EACH| 35.00000 700.00| 35.00000 700.00| 35.00000 700.00 INSULATING LINK, WATERPROOFED | | | 0085 805-98335 2530.000 m | 10.66000 26969.80| 10.66000 26969.80| 10.66000 26969.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 807-02191 1.000 EACH| 490.00000 490.00| 490.00000 490.00| 490.00000 490.00 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 807-02193 14.000 EACH| 690.00000 9660.00| 690.00000 9660.00| 690.00000 9660.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0088 807-04671 14.000 EACH| 45.00000 630.00| 45.00000 630.00| 45.00000 630.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0089 807-85658 9.000 EACH| 1375.00000 12375.00| 1375.00000 12375.00| 1375.00000 12375.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, BREAKAWAY BASE | | | 0090 807-85668 5.000 EACH| 1520.00000 7600.00| 1520.00000 7600.00| 1520.00000 7600.00 LIGHT POLE, 11.0 m E.M.H., 6.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0091 807-86615 14.000 EACH| 290.00000 4060.00| 290.00000 4060.00| 290.00000 4060.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0092 807-86805 1.000 EACH| 890.00000 890.00| 890.00000 890.00| 1200.00000 1200.00 SERVICE POINT, I | | | 0093 807-86910 14.000 EACH| 25.00000 350.00| 25.00000 350.00| 25.00000 350.00 CONNECTOR KIT, UNFUSED | | | 0094 807-86915 12.000 EACH| 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 CONNECTOR KIT, FUSED | | | 0095 807-86950 14.000 EACH| 14.00000 196.00| 14.00000 196.00| 14.00000 196.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0096 807-86955 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 CABLE DUCT MARKER | | | 0097 808-06701 243.300 m | 1.14000 277.36| 1.14000 277.36| 1.14000 277.36 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0098 808-75054 360.000 m | 3.45000 1242.00| 3.45000 1242.00| 3.45000 1242.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0099 808-75059 90.000 m | 3.40000 306.00| 3.40000 306.00| 3.40000 306.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0100 808-75245 973.200 m | 1.14000 1109.45| 1.14000 1109.45| 1.14000 1109.45 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0101 808-75260 25.000 m | 3.95000 98.75| 3.95000 98.75| 3.95000 98.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0102 808-75290 15.000 m | 3.95000 59.25| 3.95000 59.25| 3.95000 59.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 808-75998 87.000 EACH| 50.00000 4350.00| 50.00000 4350.00| 28.14000 2448.18 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 301-07448 710.000 Mg | 19.09000 13553.90| 18.50000 13135.00| 14.00000 9940.00 COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 1,903,738.62| $ 1,997,107.99| $ 2,226,709.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,903,738.62| $ 1,997,107.99| $ 2,226,709.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR 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| 35000.00000 35000.00| 23000.00000 23000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1690.00000 25350.00| 1840.00000 27600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 190000.00000 190000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 10125.00000 10125.00| CLEARING RIGHT OF WAY , HAUL ROAD | | | REMOVAL | | | 0005 202-51328 LUMP| 4500.00000 4500.00| 36000.00000 36000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 3000.00000 3000.00| 36000.00000 36000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 203-02000 6840.000 m3 | 16.00000 109440.00| 13.61000 93092.40| EXCAVATION, COMMON | | | 0008 205-06932 25.000 m | 54.25000 1356.25| 54.25000 1356.25| TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 6.000 EACH| 70.00000 420.00| 70.00000 420.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 1385.000 m | 5.50000 7617.50| 5.50000 7617.50| TEMPORARY SILT FENCE | | | 0011 206-51225 226.000 m3 | 45.00000 10170.00| 14.00000 3164.00| EXCAVATION, DRY | | | 0012 207-07498 10857.000 m2 | 3.40000 36913.80| 4.00000 43428.00| SUBGRADE TREATMENT, TYPE A | | | 0013 211-06467 229.000 m3 | 30.00000 6870.00| 22.00000 5038.00| AGGREGATE FOR END BENT BACKFILL | | | 0014 211-07454 367.000 m3 | 41.70000 15303.90| 14.00000 5138.00| STRUCTURE BACKFILL | | | 0015 302-06464 128.400 m3 | 55.00000 7062.00| 75.00000 9630.00| SUBBASE FOR PCCP | | | 0016 401-07328 928.000 Mg | 45.35000 42084.80| 42.50000 39440.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 401-07398 1594.000 Mg | 36.35000 57941.90| 37.00000 58978.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07424 3728.000 Mg | 32.80000 122278.40| 31.50000 117432.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-07429 1768.000 Mg | 36.70000 64885.60| 35.50000 62764.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0020 405-05517 3.000 Mg | 531.00000 1593.00| 150.00000 450.00| ASPHALT FOR PRIME COAT | | | 0021 406-05520 10.500 Mg | 385.10000 4043.55| 400.00000 4200.00| ASPHALT FOR TACK COAT | | | 0022 601-01522 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-94689 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 245.000 m | 29.00000 7105.00| 29.00000 7105.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 20.000 EACH| 8.00000 160.00| 5.00000 100.00| BARRIER DELINEATOR | | | 0026 605-06120 180.000 m | 46.50000 8370.00| 46.70000 8406.00| CURB, CONCRETE | | | 0027 605-06155 1167.000 m | 36.80000 42945.60| 36.75000 42887.25| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 610-06259 686.800 m2 | 89.00000 61125.20| 83.84000 57581.31| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-05330 91.000 m2 | 42.50000 3867.50| 42.50000 3867.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 615-06505 3.000 EACH| 1200.00000 3600.00| 590.00000 1770.00| MONUMENT, B | | | 0031 616-02320 420.000 m2 | 6.25000 2625.00| 2.37000 995.40| GEOTEXTILES | | | 0032 621-01004 1.000 EACH| 975.00000 975.00| 975.00000 975.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.100 Mg | 734.00000 807.40| 734.00000 807.40| FERTILIZER | | | 0034 621-06554 191.000 kg | 8.90000 1699.90| 8.88000 1696.08| SEED MIXTURE, U | | | 0035 621-06565 5.200 Mg | 560.00000 2912.00| 560.00000 2912.00| MULCHING MATERIAL | | | 0036 621-06567 14.000 kL | 1.00000 14.00| 1.00000 14.00| WATER | | | 0037 621-06570 74.000 m3 | 20.00000 1480.00| 42.00000 3108.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 740.000 m2 | 7.70000 5698.00| 7.70000 5698.00| SODDING, NURSERY | | | 0039 621-98038 9.000 m3 | 88.75000 798.75| 88.75000 798.75| MULCH, HARDWOOD SHREDDED BARK | | | 0040 622-05641 6.000 EACH| 130.00000 780.00| 130.00000 780.00| PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0041 622-05650 3.000 EACH| 432.00000 1296.00| 432.00000 1296.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0042 701-01849 1011.000 m | 79.00000 79869.00| 105.54000 106700.94| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-96089 480.000 m | 90.00000 43200.00| 75.26000 36124.80| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 703-51030 7870.000 kg | 1.30000 10231.00| 1.29000 10152.30| REINFORCING STEEL | | | 0045 703-51032 63689.000 kg | 1.45000 92349.05| 1.48000 94259.72| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 526.300 m3 | 760.00000 399988.00| 652.80000 343568.64| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05734 8.000 EACH| 2200.00000 17600.00| 1850.00000 14800.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0048 706-51020 38.000 m3 | 1500.00000 57000.00| 415.00000 15770.00| CONCRETE, C, RAILING | | | 0049 707-05983 171.200 m | 380.00000 65056.00| 761.13000 130305.46| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0050 707-06404 407.700 m | 919.00000 374676.30| 870.71000 354988.47| STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | 0051 708-03613 31.500 m3 | 850.00000 26775.00| 225.00000 7087.50| GROUT, CELLULAR , BENTONITE | | | 0052 709-51821 LUMP| 5000.00000 5000.00| 4400.00000 4400.00| SURFACE SEAL , STR. NO. 1 | | | 0053 709-51821 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| SURFACE SEAL , STR. NO. 2 | | | 0054 714-44240 35.700 m3 | 1100.00000 39270.00| 1789.15000 63872.66| CONCRETE, A, STRUCTURES | | | 0055 715-05048 1146.000 m | 17.90000 20513.40| 9.20000 10543.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05053 57.000 m | 27.90000 1590.30| 42.85000 2442.45| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 366.000 m | 71.90000 26315.40| 111.52000 40816.32| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05407 146.000 m | 27.00000 3942.00| 29.13000 4252.98| PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46000 2.000 EACH| 280.00000 560.00| 432.00000 864.00| PIPE END SECTION, 300 mm | | | 0060 718-06531 4.000 EACH| 140.00000 560.00| 509.00000 2036.00| OUTLET PROTECTOR, 3 | | | 0061 718-06532 1000.000 m | 4.00000 4000.00| 1.50000 1500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0062 718-52610 262.000 m3 | 35.00000 9170.00| 27.35000 7165.70| AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 2797.000 m2 | 0.70000 1957.90| 1.70000 4754.90| GEOTEXTILES FOR UNDERDRAIN | | | 0064 720-45045 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| INLET, J10 | | | 0065 720-45055 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| INLET, M10 | | | 0066 801-06775 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0067 801-07119 15.000 m | 50.00000 750.00| 55.75000 836.25| BARRICADE, III-B | | | 0068 802-05701 9.900 m | 40.00000 396.00| 46.95000 464.81| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 1.350 m2 | 120.00000 162.00| 148.07000 199.89| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76035 2.430 m2 | 130.00000 315.90| 159.07000 386.54| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 804-06725 4.000 EACH| 35.00000 140.00| 20.00000 80.00| DELINEATOR WITH POST, D1, 75 mm | | | 0072 805-01842 1.000 EACH| 620.00000 620.00| 620.00000 620.00| HANDHOLE, SIGNAL | | | 0073 805-01881 1.000 EACH| 2600.00000 2600.00| 2600.00000 2600.00| FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION | | | 0074 805-06592 192.000 m | 24.00000 4608.00| 24.00000 4608.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-78010 1.000 EACH| 820.00000 820.00| 820.00000 820.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0076 805-78190 2.000 EACH| 60.00000 120.00| 60.00000 120.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0077 805-78480 50.000 m | 2.60000 130.00| 2.60000 130.00| SIGNAL CABLE, 3C 14GA. | | | 0078 805-78785 1.000 EACH| 460.00000 460.00| 460.00000 460.00| SIGNAL DETECTOR HOUSING | | | 0079 805-86838 490.000 m | 2.30000 1127.00| 2.30000 1127.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0080 805-86889 4200.000 m | 0.30000 1260.00| 0.30000 1260.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0081 805-86905 4.000 EACH| 60.00000 240.00| 60.00000 240.00| TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0082 805-86920 30.000 EACH| 30.00000 900.00| 30.00000 900.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0083 805-86930 32.000 EACH| 20.00000 640.00| 20.00000 640.00| INSULATING LINK, NOT WATERPROOFED | | | 0084 805-86935 20.000 EACH| 35.00000 700.00| 35.00000 700.00| INSULATING LINK, WATERPROOFED | | | 0085 805-98335 2530.000 m | 10.65000 26944.50| 10.66000 26969.80| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 807-02191 1.000 EACH| 490.00000 490.00| 490.00000 490.00| HANDHOLE, LIGHTING | | | 0087 807-02193 14.000 EACH| 690.00000 9660.00| 690.00000 9660.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0088 807-04671 14.000 EACH| 45.00000 630.00| 45.00000 630.00| OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0089 807-85658 9.000 EACH| 1375.00000 12375.00| 1375.00000 12375.00| LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, BREAKAWAY BASE | | | 0090 807-85668 5.000 EACH| 1520.00000 7600.00| 1520.00000 7600.00| LIGHT POLE, 11.0 m E.M.H., 6.1 m MAST | | | ARM, BREAKAWAY BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 100 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,036,759.86 ROUTE : CALL ORDER : 100 CONTRACT ID : R -25124-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-1212130 |(5) 35-1035114 | |HERLIHY MID CONTINENT CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 807-86615 14.000 EACH| 290.00000 4060.00| 290.00000 4060.00| LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0092 807-86805 1.000 EACH| 890.00000 890.00| 890.00000 890.00| SERVICE POINT, I | | | 0093 807-86910 14.000 EACH| 25.00000 350.00| 25.00000 350.00| CONNECTOR KIT, UNFUSED | | | 0094 807-86915 12.000 EACH| 25.00000 300.00| 25.00000 300.00| CONNECTOR KIT, FUSED | | | 0095 807-86950 14.000 EACH| 14.00000 196.00| 14.00000 196.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0096 807-86955 4.000 EACH| 100.00000 400.00| 100.00000 400.00| CABLE DUCT MARKER | | | 0097 808-06701 243.300 m | 1.90000 462.27| 1.14000 277.36| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0098 808-75054 360.000 m | 1.90000 684.00| 3.45000 1242.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0099 808-75059 90.000 m | 1.80000 162.00| 3.40000 306.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0100 808-75245 973.200 m | 1.80000 1751.76| 1.14000 1109.45| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0101 808-75260 25.000 m | 5.45000 136.25| 3.95000 98.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0102 808-75290 15.000 m | 12.90000 193.50| 3.95000 59.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0103 808-75998 87.000 EACH| 42.00000 3654.00| 42.00000 3654.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 301-07448 710.000 Mg | 22.85000 16223.50| 21.64000 15364.40| COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 2,246,465.08| $ 2,322,901.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,246,465.08| $ 2,322,901.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 301,846.10 ROUTE : CENTRAL AVENUE CALL ORDER : 110 CONTRACT ID : R -25772-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/04/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949045 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 236,485.00 100.0000% ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 900.00000 10800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60500.00000 60500.00| | CLEARING RIGHT OF WAY | | | 0005 305-05204 200.000 Mg | 35.00000 7000.00| | HMA FOR PATCHING | | | 0006 501-05182 17.000 m2 | 660.00000 11220.00| | CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0007 603-03829 56.000 m | 180.00000 10080.00| | FENCE | | | 0009 604-01920 68.000 m2 | 230.00000 15640.00| | CONCRETE PAVERS | | | 0010 604-02007 136.000 m2 | 100.00000 13600.00| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0011 604-06069 20.000 m2 | 490.00000 9800.00| | CURB RAMP, CONCRETE | | | 0012 604-06070 78.000 m2 | 120.00000 9360.00| | SIDEWALK, CONCRETE 100 mm, PLAIN | | | CONCRETE BAND | | | 0013 604-91531 120.000 m2 | 110.00000 13200.00| | SIDEWALK, CONCRETE, 100 mm , COLORED | | | 0014 605-01870 80.000 m | 150.00000 12000.00| | CURB, CONCRETE, A | | | 0015 621-06559 5000.000 m2 | 0.40000 2000.00| | MULCHED SEEDING, R | | | 0016 622-05654 226.000 EACH| 5.00000 1130.00| | PLANT, PERENNIAL COREOPSIS 'MOONBEAM' | | | 100mm PP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 301,846.10 ROUTE : CENTRAL AVENUE CALL ORDER : 110 CONTRACT ID : R -25772-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 622-05654 106.000 EACH| 11.00000 1166.00| | PLANT, PERENNIAL HEMEROCALLIS 'VIOLET | | | LIGHT', #1 POT | | | 0018 622-05654 44.000 EACH| 5.00000 220.00| | PLANT, PERENNIAL IBERIS SEMPERVIRENS | | | 'CHRISTMAS SNOW,' 100 mm POT | | | 0019 622-05654 344.000 EACH| 5.00000 1720.00| | PLANT, PERENNIAL IMPERATA CYLINDRICA | | | 'RED BARRON,' 100 mm POT | | | 0020 622-05654 56.000 EACH| 5.00000 280.00| | PLANT, PERENNIAL SEDUM 'AUTUMN JOY' #1 | | | POT | | | 0021 712-04784 4.000 EACH| 1000.00000 4000.00| | STRUCTURE , LIMESTONE | | | 0022 805-01829 1.000 EACH| 500.00000 500.00| | SIGN, INSTALL | | | 0023 807-01559 2.000 EACH| 3500.00000 7000.00| | LUMINAIRE, ROADWAY, INSTALL 150 WATT, | | | CERAMIC METAL HALLIDE | | | 0024 807-01559 4.000 EACH| 3500.00000 14000.00| | LUMINAIRE, ROADWAY, INSTALL 175 WATT, | | | METAL HALLIDE | | | 0025 808-02066 43.250 m | 12.00000 519.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | 0026 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 236,485.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,485.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 130 CONTRACT ID : R -26408-A COUNTIES : CRAWFORD LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1256623 LOUISVILLE PAVING CO. $ 291,904.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 366,935.00 125.7039% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 66 CALL ORDER : 140 CONTRACT ID : R -26480-A COUNTIES : VANDERBURGH LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-1798525 DEE, JAY CONTRACTORS, INC. $ 7,362,690.40 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0643088 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 3,880,904.30 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,030,359.90 103.8510% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,251,169.88 109.5407% 4 35-1139301 E & B PAVING, INC. $ 4,316,548.29 111.2253% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 4,373,786.58 112.7001% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,404,645.46 113.4953% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 4,427,050.19 114.0726% 8 41-1639360 DIAMOND SURFACE INC IRREGULAR BID $ 4,435,901.55 114.3007% 9 35-1878024 RAGLE, INC. $ 4,465,810.25 115.0713% 10 39-0196370 CAPE, JAMES & SONS CO $ 4,577,244.63 117.9427% 11 84-0684692 AMERICAN CIVIL CONSTRUCTORS INC. & SUBSIDIARIES $ 5,798,222.37 149.4038% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-2040801 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH CONCRETE PATCHING | | | 0001 105-06845 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 17800.00000 17800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1100.00000 13200.00| 1250.00000 15000.00| 2100.00000 25200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 190000.00000 190000.00| 195000.00000 195000.00| 212000.00000 212000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-05441 409225.300 SYS | 1.67000 683406.25| 1.67000 683406.25| 2.05000 838911.87 GRIND CONCRETE PAVEMENT | | | 0005 203-02000 851.320 CYS | 24.00000 20431.68| 22.00000 18729.04| 26.00000 22134.32 EXCAVATION, COMMON | | | 0006 303-01180 638.490 TON | 27.00000 17239.23| 23.00000 14685.27| 22.00000 14046.78 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1947.180 TON | 115.00000 223925.70| 86.00000 167457.48| 78.00000 151880.04 HMA PATCHING, TYPE B | | | 0008 402-07433 210.700 TON | 61.00000 12852.70| 50.00000 10535.00| 60.00000 12642.00 HMA SURFACE, TYPE B | | | 0009 402-07441 632.100 TON | 53.00000 33501.30| 40.00000 25284.00| 38.00000 24019.80 HMA BASE, TYPE B | | | 0010 406-05520 0.850 TON | 206.00000 175.10| 240.00000 204.00| 240.00000 204.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-2040801 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 501-06266 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 3300.00000 3300.00 PROFILOGRAPH, PCCP | | | 0012 503-03489 445.000 EACH| 9.00000 4005.00| 9.60000 4272.00| 40.00000 17800.00 RETROFITTED TIE BARS | | | 0013 503-05240 2000.000 LFT | 9.00000 18000.00| 8.00000 16000.00| 14.50000 29000.00 D-1 CONTRACTION JOINT | | | 0014 506-06333 31336.670 SYS | 75.30000 2359651.25| 87.00000 2726290.29| 82.00000 2569606.94 PCCP PATCHING, FULL DEPTH | | | 0015 606-07484 293958.000 LFT | 0.09000 26456.22| 0.11000 32335.38| 0.13000 38214.54 MILLED HMA SHOULDER CORRUGATIONS | | | 0016 801-06640 11.000 EACH| 77.00000 847.00| 250.00000 2750.00| 190.00000 2090.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 100.000 DAY | 20.00000 2000.00| 40.00000 4000.00| 22.00000 2200.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 150000.00000 150000.00| 16000.00000 16000.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0019 808-06711 36744.750 LFT | 0.09000 3307.03| 0.07000 2572.13| 0.01000 367.45 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06713 146979.000 LFT | 0.09000 13228.11| 0.07000 10288.53| 0.08000 11758.32 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 146979.000 LFT | 0.09000 13228.11| 0.07000 10288.53| 0.08000 11758.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75996 2078.000 EACH| 18.83000 39128.74| 12.00000 24936.00| 4.25000 8831.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 2078.000 EACH| 17.96000 37320.88| 17.00000 35326.00| 18.00000 37404.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,880,904.30| $ 4,030,359.90| $ 4,251,169.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,880,904.30| $ 4,030,359.90| $ 4,251,169.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1364963 |(6) 35-1618530 |E & B PAVING, INC. |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH CONCRETE PATCHING | | | 0001 105-06845 LUMP| 9500.00000 9500.00| 12000.00000 12000.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2400.00000 28800.00| 1200.00000 14400.00| 1250.00000 15000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 215000.00000 215000.00| 218500.00000 218500.00| 220000.00000 220000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-05441 409225.300 SYS | 1.67000 683406.25| 1.80000 736605.54| 1.80000 736605.54 GRIND CONCRETE PAVEMENT | | | 0005 203-02000 851.320 CYS | 20.00000 17026.40| 15.00000 12769.80| 24.50000 20857.34 EXCAVATION, COMMON | | | 0006 303-01180 638.490 TON | 25.00000 15962.25| 14.50000 9258.11| 32.00000 20431.68 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1947.180 TON | 75.00000 146038.50| 57.50000 111962.85| 110.00000 214189.80 HMA PATCHING, TYPE B | | | 0008 402-07433 210.700 TON | 62.00000 13063.40| 65.00000 13695.50| 62.00000 13063.40 HMA SURFACE, TYPE B | | | 0009 402-07441 632.100 TON | 50.00000 31605.00| 47.50000 30024.75| 53.00000 33501.30 HMA BASE, TYPE B | | | 0010 406-05520 0.850 TON | 185.00000 157.25| 350.00000 297.50| 200.00000 170.00 ASPHALT FOR TACK COAT | | | 0011 501-06266 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 PROFILOGRAPH, PCCP | | | 0012 503-03489 445.000 EACH| 10.00000 4450.00| 8.50000 3782.50| 14.00000 6230.00 RETROFITTED TIE BARS | | | 0013 503-05240 2000.000 LFT | 8.00000 16000.00| 7.50000 15000.00| 6.00000 12000.00 D-1 CONTRACTION JOINT | | | 0014 506-06333 31336.670 SYS | 94.00000 2945646.98| 96.25000 3016154.49| 87.50000 2741958.63 PCCP PATCHING, FULL DEPTH | | | 0015 606-07484 293958.000 LFT | 0.13000 38214.54| 0.10000 29395.80| 0.15000 44093.70 MILLED HMA SHOULDER CORRUGATIONS | | | 0016 801-06640 11.000 EACH| 75.00000 825.00| 125.00000 1375.00| 78.00000 858.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 100.000 DAY | 12.00000 1200.00| 12.00000 1200.00| 15.00000 1500.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 73000.00000 73000.00| 67500.00000 67500.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0019 808-06711 36744.750 LFT | 0.08000 2939.58| 0.08500 3123.30| 0.09000 3307.03 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06713 146979.000 LFT | 0.08000 11758.32| 0.08500 12493.22| 0.09000 13228.11 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1364963 |(6) 35-1618530 |E & B PAVING, INC. |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-06714 146979.000 LFT | 0.08000 11758.32| 0.08500 12493.22| 0.09000 13228.11 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75996 2078.000 EACH| 5.00000 10390.00| 5.00000 10390.00| 8.19000 17018.82 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 2078.000 EACH| 16.75000 34806.50| 17.50000 36365.00| 18.00000 37404.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,316,548.29| $ 4,373,786.58| $ 4,404,645.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,316,548.29| $ 4,373,786.58| $ 4,404,645.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 41-1639360 |(9) 35-1878024 |O'MARA, DAVE CONTRACTOR |DIAMOND SURFACE INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH CONCRETE PATCHING | | | 0001 105-06845 LUMP| 10500.00000 10500.00| 75000.00000 75000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1500.00000 18000.00| 1500.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 220000.00000 220000.00| 216000.00000 216000.00| 222000.00000 222000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-05441 409225.300 SYS | 1.85000 757066.81| 1.85000 757066.81| 1.70000 695683.01 GRIND CONCRETE PAVEMENT | | | 0005 203-02000 851.320 CYS | 21.00000 17877.72| 16.00000 13621.12| 25.00000 21283.00 EXCAVATION, COMMON | | | 0006 303-01180 638.490 TON | 31.00000 19793.19| 35.00000 22347.15| 25.00000 15962.25 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1947.180 TON | 75.00000 146038.50| 120.00000 233661.60| 110.00000 214189.80 HMA PATCHING, TYPE B | | | 0008 402-07433 210.700 TON | 49.00000 10324.30| 130.00000 27391.00| 60.00000 12642.00 HMA SURFACE, TYPE B | | | 0009 402-07441 632.100 TON | 44.00000 27812.40| 105.00000 66370.50| 50.00000 31605.00 HMA BASE, TYPE B | | | 0010 406-05520 0.850 TON | 275.00000 233.75| 55.00000 46.75| 400.00000 340.00 ASPHALT FOR TACK COAT | | | 0011 501-06266 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 4000.00000 4000.00 PROFILOGRAPH, PCCP | | | 0012 503-03489 445.000 EACH| 7.00000 3115.00| 12.00000 5340.00| 8.50000 3782.50 RETROFITTED TIE BARS | | | 0013 503-05240 2000.000 LFT | 6.00000 12000.00| 9.00000 18000.00| 6.50000 13000.00 D-1 CONTRACTION JOINT | | | 0014 506-06333 31336.670 SYS | 92.00000 2882973.64| 84.00000 2632280.28| 94.00000 2945646.98 PCCP PATCHING, FULL DEPTH | | | 0015 606-07484 293958.000 LFT | 0.20000 58791.60| 0.11000 32335.38| 0.14000 41154.12 MILLED HMA SHOULDER CORRUGATIONS | | | 0016 801-06640 11.000 EACH| 175.00000 1925.00| 85.00000 935.00| 200.00000 2200.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 100.000 DAY | 25.00000 2500.00| 13.00000 1300.00| 35.00000 3500.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 147000.00000 147000.00| 182000.00000 182000.00| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0019 808-06711 36744.750 LFT | 0.10000 3674.48| 0.05000 1837.24| 0.01000 367.45 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06713 146979.000 LFT | 0.10000 14697.90| 0.09000 13228.11| 0.08000 11758.32 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 41-1639360 |(9) 35-1878024 |O'MARA, DAVE CONTRACTOR |DIAMOND SURFACE INC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-06714 146979.000 LFT | 0.10000 14697.90| 0.09000 13228.11| 0.08000 11758.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75996 2078.000 EACH| 7.00000 14546.00| 27.00000 56106.00| 14.00000 29092.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 2078.000 EACH| 19.00000 39482.00| 16.75000 34806.50| 17.25000 35845.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,427,050.19| $ 4,435,901.55| $ 4,465,810.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,427,050.19| $ 4,435,901.55| $ 4,465,810.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 39-0196370 |(11) 84-0684692 | |CAPE, JAMES & SONS CO |AMERICAN CIVIL CONSTRUCTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH CONCRETE PATCHING | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 10000.00000 120000.00| 3100.00000 37200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 225000.00000 225000.00| 98000.00000 98000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-05441 409225.300 SYS | 1.78000 728421.03| 2.47000 1010786.49| GRIND CONCRETE PAVEMENT | | | 0005 203-02000 851.320 CYS | 24.00000 20431.68| 25.15000 21410.70| EXCAVATION, COMMON | | | 0006 303-01180 638.490 TON | 27.00000 17239.23| 28.30000 18069.27| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1947.180 TON | 105.00000 204453.90| 115.00000 223925.70| HMA PATCHING, TYPE B | | | 0008 402-07433 210.700 TON | 60.00000 12642.00| 70.00000 14749.00| HMA SURFACE, TYPE B | | | 0009 402-07441 632.100 TON | 52.00000 32869.20| 54.50000 34449.45| HMA BASE, TYPE B | | | 0010 406-05520 0.850 TON | 200.00000 170.00| 210.00000 178.50| ASPHALT FOR TACK COAT | | | 0011 501-06266 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| PROFILOGRAPH, PCCP | | | 0012 503-03489 445.000 EACH| 15.00000 6675.00| 4.50000 2002.50| RETROFITTED TIE BARS | | | 0013 503-05240 2000.000 LFT | 7.00000 14000.00| 3.25000 6500.00| D-1 CONTRACTION JOINT | | | 0014 506-06333 31336.670 SYS | 92.00000 2882973.64| 129.20000 4048697.76| PCCP PATCHING, FULL DEPTH | | | 0015 606-07484 293958.000 LFT | 0.15000 44093.70| 0.08000 23516.64| MILLED HMA SHOULDER CORRUGATIONS | | | 0016 801-06640 11.000 EACH| 190.00000 2090.00| 200.00000 2200.00| CONSTRUCTION SIGN, A | | | 0017 801-06710 100.000 DAY | 18.00000 1800.00| 21.50000 2150.00| FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 175000.00000 175000.00| 165000.00000 165000.00| MAINTAINING TRAFFIC | | | 0019 808-06711 36744.750 LFT | 0.01000 367.45| 0.05000 1837.24| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0020 808-06713 146979.000 LFT | 0.07600 11170.40| 0.09000 13228.11| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,884,897.12 ROUTE : 64 CALL ORDER : 150 CONTRACT ID : R -26650-A COUNTIES : CRAWFORD HARRISON LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 39-0196370 |(11) 84-0684692 | |CAPE, JAMES & SONS CO |AMERICAN CIVIL CONSTRUCTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-06714 146979.000 LFT | 0.07600 11170.40| 0.09000 13228.11| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75996 2078.000 EACH| 4.25000 8831.50| 5.05000 10493.90| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 2078.000 EACH| 17.25000 35845.50| 20.50000 42599.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,577,244.63| $ 5,798,222.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,577,244.63| $ 5,798,222.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/06/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N881009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,417,791.66 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,765,465.40 114.3798% 3 35-1035700 BUCKO CONSTRUCTION $ 2,874,526.85 118.8905% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO 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| 20000.00000 20000.00| 50000.00000 50000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2400.00000 28800.00| 2925.70000 35108.40| 2600.00000 31200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 119000.00000 119000.00| 142988.00000 142988.00| 121400.00000 121400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 55315.00000 55315.00| 72000.00000 72000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 11440.000 m2 | 7.00000 80080.00| 9.00000 102960.00| 4.30000 49192.00 PAVEMENT, REMOVE | | | 0006 202-02245 2.000 EACH| 175.00000 350.00| 40.00000 80.00| 55.00000 110.00 TREE, 150 mm, REMOVE | | | 0007 202-07846 3.000 EACH| 225.00000 675.00| 135.00000 405.00| 165.00000 495.00 TREE , 300 mm, REMOVE | | | 0008 202-07846 6.000 EACH| 350.00000 2100.00| 205.00000 1230.00| 250.00000 1500.00 TREE , 600 mm, REMOVE | | | 0009 202-60820 2085.000 m2 | 3.00000 6255.00| 2.75000 5733.75| 3.50000 7297.50 SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-91385 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 300.00000 4800.00 INLET, REMOVE | | | 0012 202-93047 7.000 EACH| 200.00000 1400.00| 200.00000 1400.00| 450.00000 3150.00 MANHOLE, REMOVE | | | 0013 203-02000 2835.000 m3 | 16.00000 45360.00| 30.50000 86467.50| 18.50000 52447.50 EXCAVATION, COMMON | | | 0014 207-07498 19077.000 m2 | 0.10000 1907.70| 3.00000 57231.00| 3.50000 66769.50 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-05676 LUMP| 3100.00000 3100.00| 3100.00000 3100.00| 3000.00000 3000.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0016 210-05676 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 1000.00000 1000.00 MISCELLANEOUS EQUIPMENT FOR WATER | | | RELOCATION AND ADJUSTMENT | | | 0017 211-07454 3206.000 m3 | 0.01000 32.06| 0.01000 32.06| 0.10000 320.60 STRUCTURE BACKFILL | | | 0018 213-52830 321.000 m3 | 0.01000 3.21| 0.01000 3.21| 105.00000 33705.00 FLOWABLE MORTAR | | | 0019 303-01180 1354.000 Mg | 14.50000 19633.00| 20.00000 27080.00| 17.00000 23018.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 401-07328 2125.000 Mg | 42.50000 90312.50| 50.00000 106250.00| 40.85000 86806.25 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07398 3312.000 Mg | 39.50000 130824.00| 40.00000 132480.00| 32.00000 105984.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07424 10722.000 Mg | 32.50000 348465.00| 33.00000 353826.00| 30.75000 329701.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 406-05520 17.000 Mg | 200.00000 3400.00| 500.00000 8500.00| 400.00000 6800.00 ASPHALT FOR TACK COAT | | | 0024 604-06069 105.000 m2 | 70.00000 7350.00| 81.20000 8526.00| 47.00000 4935.00 CURB RAMP, CONCRETE (200 mm) | | | 0025 604-91404 4661.000 m2 | 38.00000 177118.00| 37.15000 173156.15| 36.00000 167796.00 SIDEWALK, CONCRETE, 125 mm | | | 0026 604-93490 1370.000 m2 | 74.00000 101380.00| 111.65000 152960.50| 80.00000 109600.00 SIDEWALK, BRICK , STAMPED | | | 0027 605-06120 30.000 m | 68.00000 2040.00| 60.53000 1815.90| 62.00000 1860.00 CURB, CONCRETE | | | 0028 605-06140 1611.000 m | 50.00000 80550.00| 39.95000 64359.45| 42.25000 68064.75 CURB AND GUTTER, CONCRETE | | | 0029 611-03671 8.000 EACH| 100.00000 800.00| 330.65000 2645.20| 495.00000 3960.00 TRASH RECEPTACLE , RESET | | | 0030 611-95023 1.000 EACH| 100.00000 100.00| 330.65000 330.65| 200.00000 200.00 MAILBOX ASSEMBLY, RESET | | | 0031 611-95728 1278.000 m2 | 62.00000 79236.00| 58.00000 74124.00| 53.10000 67861.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0032 615-06505 5.000 EACH| 250.00000 1250.00| 500.00000 2500.00| 450.00000 2250.00 MONUMENT, B | | | 0033 621-06567 2.000 kL | 1.00000 2.00| 40.00000 80.00| 1.00000 2.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06570 35.000 m3 | 65.00000 2275.00| 30.10000 1053.50| 40.00000 1400.00 TOP SOIL | | | 0035 621-06575 100.000 m2 | 32.00000 3200.00| 5.40000 540.00| 32.00000 3200.00 SODDING, NURSERY | | | 0036 621-98038 4.000 m3 | 98.00000 392.00| 58.85000 235.40| 96.00000 384.00 MULCH, HARDWOOD SHREDDED BARK | | | 0037 622-03948 20.000 EACH| 150.00000 3000.00| 800.00000 16000.00| 807.00000 16140.00 PLANTER , 1200 mm DIA., RESET | | | 0038 622-03948 20.000 EACH| 150.00000 3000.00| 200.00000 4000.00| 458.00000 9160.00 PLANTER , 600 mm DIA., RESET | | | 0039 622-03948 20.000 EACH| 150.00000 3000.00| 400.00000 8000.00| 618.00000 12360.00 PLANTER , 900 mm DIA., RESET | | | 0040 622-05651 3.000 EACH| 1159.00000 3477.00| 325.00000 975.00| 1159.00000 3477.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0041 622-05654 192.000 EACH| 10.15000 1948.80| 8.00000 1536.00| 10.15000 1948.80 PLANT, PERENNIAL | | | 0042 622-91534 3.000 EACH| 1833.24000 5499.72| 437.40000 1312.20| 1000.00000 3000.00 TREE WELL , TYPE 1 | | | 0043 702-76240 5.000 m3 | 125.00000 625.00| 100.00000 500.00| 1200.00000 6000.00 CONCRETE | | | 0044 712-03812 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 400.00000 3200.00 BENCH , RESET | | | 0045 715-01662 68.000 m | 27.50000 1870.00| 27.50000 1870.00| 30.00000 2040.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0046 715-01902 100.000 m | 100.00000 10000.00| 100.00000 10000.00| 61.00000 6100.00 WATER SERVICE LINE, 50 mm | | | 0047 715-02889 874.000 m | 42.00000 36708.00| 42.00000 36708.00| 51.00000 44574.00 SERVICE LINE, 25 mm | | | 0048 715-05149 180.000 m | 82.50000 14850.00| 82.50000 14850.00| 98.00000 17640.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0049 715-05152 695.000 m | 85.50000 59422.50| 85.50000 59422.50| 174.00000 120930.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0050 715-05154 792.000 m | 129.00000 102168.00| 129.00000 102168.00| 182.00000 144144.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0051 715-05156 164.000 m | 183.00000 30012.00| 183.00000 30012.00| 248.80000 40803.20 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0052 715-05408 30.000 m | 85.00000 2550.00| 85.00000 2550.00| 160.00000 4800.00 PIPE, SANITARY SEWER, 200 mm | | | 0053 715-05409 30.000 m | 90.00000 2700.00| 90.00000 2700.00| 165.00000 4950.00 PIPE, SANITARY SEWER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05711 30.000 m | 55.00000 1650.00| 55.00000 1650.00| 155.00000 4650.00 PIPE, SANITARY SEWER, 150 mm | | | 0055 715-06813 30.000 m | 25.00000 750.00| 25.00000 750.00| 155.00000 4650.00 PIPE, SANITARY SEWER, 50 mm | | | 0056 715-06814 30.000 m | 50.00000 1500.00| 50.00000 1500.00| 155.00000 4650.00 PIPE, SANITARY SEWER, 100 mm | | | 0057 715-91361 30.000 m | 55.00000 1650.00| 55.00000 1650.00| 155.00000 4650.00 PIPE, PVC, 150 mm | | | 0058 715-92037 30.000 m | 50.00000 1500.00| 50.00000 1500.00| 155.00000 4650.00 PIPE, PVC, 100 mm | | | 0059 715-98265 30.000 m | 150.00000 4500.00| 150.00000 4500.00| 100.00000 3000.00 WATER MAIN, DUCTILE IRON, 100 mm | | | 0060 720-04666 10.000 EACH| 2000.00000 20000.00| 2000.00000 20000.00| 2000.00000 20000.00 CATCH BASIN , K15, MODIFIED | | | 0061 720-44000 4.000 EACH| 375.00000 1500.00| 375.00000 1500.00| 250.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0062 720-45045 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1225.00000 2450.00 INLET, J10 | | | 0063 720-45250 13.000 EACH| 1600.00000 20800.00| 1600.00000 20800.00| 1680.00000 21840.00 CATCH BASIN, K10 | | | 0064 720-45410 19.000 EACH| 1500.00000 28500.00| 1500.00000 28500.00| 1800.00000 34200.00 MANHOLE, C4 | | | 0065 720-45415 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2840.00000 8520.00 MANHOLE, D4 | | | 0066 720-45605 3.000 m | 1000.00000 3000.00| 1000.00000 3000.00| 1100.00000 3300.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0067 720-96995 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 230.00000 690.00 CLEAN INLET | | | 0068 732-01898 30.000 m | 150.00000 4500.00| 150.00000 4500.00| 155.00000 4650.00 WATER MAIN, DUCTILE IRON, 250 mm | | | 0069 732-03074 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 REDUCER PIPE CONNECTION, 100 mm TO 50 mm| | | 0070 732-03074 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 310.00000 620.00 REDUCER PIPE CONNECTION, 200 mm TO 150 | | | mm | | | 0071 732-03943 7.000 EACH| 750.00000 5250.00| 750.00000 5250.00| 1225.00000 8575.00 WATER VALVE , STREET WASHER | | | 0072 732-04836 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 GATE VALVE WITH BOX, RESTRAINED, | | | DUCTILE IRON, 100mm | | | 0073 732-04836 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 550.00000 3850.00 GATE VALVE WITH BOX, RESTRAINED, | | | DUCTILE IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 732-04836 7.000 EACH| 750.00000 5250.00| 750.00000 5250.00| 750.00000 5250.00 GATE VALVE WITH BOX, RESTRAINED, | | | DUCTILE IRON, 200 mm | | | 0075 732-04836 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1450.00000 5800.00 GATE VALVE WITH BOX, RESTRAINED, | | | DUCTILE IRON, 300 mm | | | 0076 732-04837 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 370.00000 740.00 PLUG AND CAP WATER MAIN, 150 mm | | | 0077 732-04837 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 415.00000 830.00 PLUG AND CAP WATER MAIN, 200 mm | | | 0078 732-04837 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 515.00000 1030.00 PLUG AND CAP WATER MAIN, 300 mm | | | 0079 732-06839 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 2145.00000 4290.00 TAP , WATER MAIN, 150 mm | | | 0080 732-06839 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| 3400.00000 6800.00 TAP , WATER MAIN, 200 mm | | | 0081 732-06839 2.000 EACH| 7000.00000 14000.00| 7000.00000 14000.00| 5570.00000 11140.00 TAP , WATER MAIN, 300 mm | | | 0082 732-06842 48.000 EACH| 75.00000 3600.00| 75.00000 3600.00| 150.00000 7200.00 TAP , WATER MAIN, 25 mm SERVICE LINE | | | 0083 732-91738 66.000 m | 75.00000 4950.00| 75.00000 4950.00| 66.00000 4356.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0084 732-91739 135.000 m | 100.00000 13500.00| 100.00000 13500.00| 85.00000 11475.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0085 732-91742 5.000 EACH| 2500.00000 12500.00| 2500.00000 12500.00| 2350.00000 11750.00 FIRE HYDRANT AND ASSEMBLY | | | 0086 732-96670 794.000 m | 100.00000 79400.00| 100.00000 79400.00| 98.00000 77812.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0087 732-97009 3.000 EACH| 100.00000 300.00| 100.00000 300.00| 700.00000 2100.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0088 801-01504 16.000 EACH| 48.00000 768.00| 19.00000 304.00| 30.00000 480.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0089 801-02595 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 450.00000 3600.00 CONTROLLER, RESET TIMING | | | 0090 801-04308 4.000 EACH| 177.00000 708.00| 177.00000 708.00| 209.00000 836.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06203 7070.000 m | 1.16000 8201.20| 0.74000 5231.80| 0.39000 2757.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0092 801-06207 2370.000 m | 2.54000 6019.80| 2.55000 6043.50| 2.60000 6162.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06216 12.000 m | 4.46000 53.52| 4.45000 53.40| 3.90000 46.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0094 801-06625 8.000 EACH| 58.00000 464.00| 58.00000 464.00| 65.00000 520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 22.000 EACH| 103.00000 2266.00| 103.00000 2266.00| 137.00000 3014.00 CONSTRUCTION SIGN, A | | | 0096 801-06645 17.000 EACH| 34.00000 578.00| 34.00000 578.00| 45.00000 765.00 CONSTRUCTION SIGN, B | | | 0097 801-06710 360.000 DAY | 12.00000 4320.00| 12.00000 4320.00| 12.00000 4320.00 FLASHING ARROW SIGN | | | 0098 801-06775 LUMP| 20000.00000 20000.00| 112156.00000 112156.00| 13265.00000 13265.00 MAINTAINING TRAFFIC | | | 0099 801-07119 44.000 m | 197.89000 8707.16| 31.75000 1397.00| 29.25000 1287.00 BARRICADE, III-B | | | 0100 801-94295 33.000 EACH| 110.00000 3630.00| 110.00000 3630.00| 300.00000 9900.00 SIGNAL HEAD, RELOCATE | | | 0101 802-05701 19.000 m | 36.08000 685.52| 36.10000 685.90| 29.50000 560.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 11.000 m2 | 123.78000 1361.58| 123.80000 1361.80| 154.80000 1702.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 24.000 m2 | 134.55000 3229.20| 134.55000 3229.20| 158.60000 3806.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 802-76045 12.000 m2 | 134.55000 1614.60| 134.55000 1614.60| 165.20000 1982.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0105 805-01815 5.000 EACH| 1500.00000 7500.00| 1500.00000 7500.00| 1950.00000 9750.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0106 805-01828 9.000 EACH| 150.00000 1350.00| 150.00000 1350.00| 100.00000 900.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0107 805-01842 15.000 EACH| 500.00000 7500.00| 500.00000 7500.00| 850.00000 12750.00 HANDHOLE, SIGNAL | | | 0108 805-01893 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 20250.00000 20250.00 MAINTAINING TRAFFIC SIGNAL | | | 0109 805-02087 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02152 8.000 EACH| 475.00000 3800.00| 475.00000 3800.00| 550.00000 4400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 805-04602 5.000 EACH| 325.00000 1625.00| 325.00000 1625.00| 820.00000 4100.00 CONTROLLER, REWIRE | | | 0112 805-05582 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 220.00000 880.00 FIBER OPTIC TERMINATION | | | 0113 805-06592 1139.000 m | 32.80000 37359.20| 32.80000 37359.20| 64.20000 73123.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0114 805-06595 1508.000 m | 21.16000 31909.28| 21.15000 31894.20| 31.20000 47049.60 CONDUIT, PVC, 50 mm | | | 0115 805-07847 LUMP| 4100.00000 4100.00| 4100.00000 4100.00| 450.00000 450.00 SYSTEM MASTER AND RELATED EQUIPMENT, | | | FIBER OPTIC CONNECTION | | | 0116 805-78069 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| 14500.00000 14500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0117 805-78205 15.000 EACH| 700.00000 10500.00| 700.00000 10500.00| 650.00000 9750.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0118 805-78215 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 780.00000 780.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0119 805-78230 1.000 EACH| 1025.00000 1025.00| 1025.00000 1025.00| 1120.00000 1120.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0120 805-78370 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 120.00000 960.00 PEDESTRIAN PUSH BUTTON | | | 0121 805-78415 6.000 EACH| 1025.00000 6150.00| 1025.00000 6150.00| 1850.00000 11100.00 SPAN, CATENARY, AND TETHER | | | 0122 805-78420 8.000 EACH| 350.00000 2800.00| 350.00000 2800.00| 320.00000 2560.00 DISCONNECT HANGER | | | 0123 805-78445 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 550.00000 550.00 SIGNAL SERVICE | | | 0124 805-78467 20.000 m | 5.25000 105.00| 5.25000 105.00| 7.50000 150.00 SIGNAL CABLE, 3C 8GA. | | | 0125 805-78470 634.000 m | 0.82000 519.88| 0.82000 519.88| 0.50000 317.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0126 805-78480 221.000 m | 1.64000 362.44| 1.65000 364.65| 6.20000 1370.20 SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 335.000 m | 1.97000 659.95| 1.95000 653.25| 6.50000 2177.50 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 434.000 m | 2.46000 1067.64| 2.45000 1063.30| 7.50000 3255.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-78510 926.000 m | 1.80000 1666.80| 1.80000 1666.80| 6.20000 5741.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0130 805-78785 5.000 EACH| 350.00000 1750.00| 350.00000 1750.00| 620.00000 3100.00 SIGNAL DETECTOR HOUSING | | | 0131 805-78795 239.000 m | 29.52000 7055.28| 29.50000 7050.50| 34.00000 8126.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0132 805-78930 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 750.00000 750.00 CONTROLLER CABINET FOUNDATION, M | | | 0133 805-81032 5.000 EACH| 2900.00000 14500.00| 2900.00000 14500.00| 2850.00000 14250.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0134 805-86810 2.000 EACH| 4300.00000 8600.00| 4300.00000 8600.00| 5500.00000 11000.00 SERVICE POINT, II MODIFIED, FOR LIGHTING| | | 0135 805-86838 8912.000 m | 3.28000 29231.36| 3.30000 29409.60| 3.80000 33865.60 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0136 805-86889 2880.000 m | 0.98000 2822.40| 0.98000 2822.40| 0.30000 864.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0137 805-86920 222.000 EACH| 10.00000 2220.00| 10.00000 2220.00| 32.00000 7104.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0138 805-86925 4.000 EACH| 12.00000 48.00| 12.00000 48.00| 45.00000 180.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0139 805-86930 181.000 EACH| 12.00000 2172.00| 12.00000 2172.00| 24.00000 4344.00 INSULATING LINK, NOT WATERPROOFED | | | 0140 805-86935 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 34.00000 544.00 INSULATING LINK, WATERPROOFED | | | 0141 805-92504 2.000 EACH| 265.00000 530.00| 265.00000 530.00| 450.00000 900.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0142 805-96260 2850.000 m | 9.84000 28044.00| 9.85000 28072.50| 9.80000 27930.00 FIBER OPTIC CABLE, IN CONDUIT | | | 0143 807-02191 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 850.00000 2550.00 HANDHOLE, LIGHTING | | | 0144 807-02193 14.000 EACH| 545.00000 7630.00| 545.00000 7630.00| 840.00000 11760.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0145 807-02603 14.000 EACH| 300.00000 4200.00| 300.00000 4200.00| 920.00000 12880.00 LIGHT STANDARD, RELOCATE | | | 0146 807-04143 35.000 EACH| 1475.00000 51625.00| 1475.00000 51625.00| 2820.00000 98700.00 LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 807-04443 403.000 m | 33.62000 13548.86| 33.60000 13540.80| 74.20000 29902.60 CONDUIT (FOR DIRECTIONAL BORE) | | | 0148 807-04922 35.000 EACH| 500.00000 17500.00| 500.00000 17500.00| 650.00000 22750.00 LIGHT STANDARD FOUNDATION | | | 0149 807-04988 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 150.00000 7500.00 BOX , BUFFALO, 25 mm SERVICE LINE | | | 0150 807-86615 50.000 EACH| 325.00000 16250.00| 325.00000 16250.00| 550.00000 27500.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0151 807-86910 85.000 EACH| 18.00000 1530.00| 18.00000 1530.00| 32.50000 2762.50 CONNECTOR KIT, UNFUSED | | | 0152 807-86915 85.000 EACH| 20.00000 1700.00| 20.00000 1700.00| 34.80000 2958.00 CONNECTOR KIT, FUSED | | | 0153 807-86950 85.000 EACH| 30.00000 2550.00| 30.00000 2550.00| 80.00000 6800.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0154 807-93647 35.000 EACH| 915.00000 32025.00| 915.00000 32025.00| 780.00000 27300.00 LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0155 808-06701 380.000 m | 1.00000 380.00| 1.15000 437.00| 1.14000 433.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0156 808-06703 1300.000 m | 1.00000 1300.00| 1.15000 1495.00| 1.14000 1482.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0157 808-06716 340.000 m | 1.50000 510.00| 1.30000 442.00| 1.31000 445.40 LINE, REMOVE | | | 0158 808-75240 230.000 m | 1.00000 230.00| 1.15000 264.50| 1.14000 262.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0159 808-75245 1780.000 m | 1.00000 1780.00| 1.15000 2047.00| 1.14000 2029.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0160 808-75297 145.000 m | 9.50000 1377.50| 9.25000 1341.25| 9.25000 1341.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0161 808-75300 440.000 m | 3.50000 1540.00| 1.95000 858.00| 1.95000 858.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0162 808-75320 25.000 EACH| 53.00000 1325.00| 45.00000 1125.00| 45.00000 1125.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,232,250.18 ROUTE : 152 CALL ORDER : 160 CONTRACT ID : R -26859-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 808-75325 19.000 EACH| 76.00000 1444.00| 55.00000 1045.00| 55.00000 1045.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,417,791.66| $ 2,765,465.40| $ 2,874,526.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,417,791.66| $ 2,765,465.40| $ 2,874,526.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/06/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8385005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,505,768.92 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 3,666,550.01 104.5861% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, 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| 60000.00000 60000.00| 60300.00000 60300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1275.00000 22950.00| 1100.00000 19800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 175000.00000 175000.00| 182700.00000 182700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 105000.00000 105000.00| 110000.00000 110000.00| CLEARING RIGHT OF WAY | | | 0006 202-60820 335.500 m2 | 20.00000 6710.00| 7.25000 2432.38| SURFACE MILLING, ASPHALT | | | 0007 203-02000 18068.500 m3 | 18.00000 325233.00| 16.50000 298130.25| EXCAVATION, COMMON | | | 0008 203-02070 12592.600 m3 | 10.60000 133481.56| 16.00000 201481.60| BORROW | | | 0009 205-06931 135.000 Mg | 33.00000 4455.00| 71.00000 9585.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 5.000 EACH| 60.00000 300.00| 60.00000 300.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 43.500 Mg | 33.00000 1435.50| 71.00000 3088.50| TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 6373.000 m | 4.42000 28168.66| 4.50000 28678.50| TEMPORARY SILT FENCE | | | 0013 207-07499 33700.000 m2 | 3.00000 101100.00| 3.00000 101100.00| SUBGRADE TREATMENT, TYPE B | | | 0014 211-02050 50.000 m3 | 18.85000 942.50| 25.00000 1250.00| B BORROW | | | 0015 211-07454 2347.000 m3 | 30.84000 72381.48| 20.30000 47644.10| STRUCTURE BACKFILL | | | 0016 301-07448 1617.000 Mg | 22.18000 35865.06| 22.00000 35574.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-07449 17.500 Mg | 76.92000 1346.10| 57.00000 997.50| COMPACTED AGGREGATE, NO. 73 | | | 0019 401-06264 LUMP| 4788.45000 4788.45| 4200.00000 4200.00| PROFILOGRAPH, HMA | | | 0020 401-07320 4706.500 Mg | 38.00000 178847.00| 38.00000 178847.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0021 401-07389 7746.500 Mg | 33.00000 255634.50| 34.50000 267254.25| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07406 11580.000 Mg | 33.00000 382140.00| 33.50000 387930.00| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0023 401-07429 7392.000 Mg | 33.00000 243936.00| 40.00000 295680.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0024 402-07450 3075.000 Mg | 36.00000 110700.00| 35.00000 107625.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0025 406-05520 42.250 Mg | 140.00000 5915.00| 172.00000 7267.00| ASPHALT FOR TACK COAT | | | 0026 601-01625 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01626 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-01700 11.000 EACH| 1700.00000 18700.00| 1700.00000 18700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 4.000 EACH| 1700.00000 6800.00| 1700.00000 6800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-94689 19.000 EACH| 1900.00000 36100.00| 1900.00000 36100.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 2301.040 m | 28.00000 64429.12| 28.00000 64429.12| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 603-06040 1260.000 m | 14.25000 17955.00| 14.25000 17955.00| FENCE, FARM FIELD, 1190 mm | | | 0034 603-06042 193.000 m | 10.25000 1978.25| 10.25000 1978.25| FENCE, BARBED WIRE, 1220 mm | | | 0035 603-95217 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| FENCE GATE, FARM FIELD, 1190 mm X 9.1 m | | | 0036 610-07486 1636.000 Mg | 60.00000 98160.00| 60.00000 98160.00| HMA FOR APPROACHES, TYPE A | | | 0037 611-05330 398.000 m2 | 45.00000 17910.00| 51.00000 20298.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 611-06497 18.000 EACH| 110.00000 1980.00| 194.00000 3492.00| MAILBOX ASSEMBLY, SINGLE | | | 0039 611-06498 12.000 EACH| 160.00000 1920.00| 287.00000 3444.00| MAILBOX ASSEMBLY, DOUBLE | | | 0040 615-06505 9.000 EACH| 400.00000 3600.00| 400.00000 3600.00| MONUMENT, B | | | 0041 615-06510 3.000 EACH| 300.00000 900.00| 300.00000 900.00| MONUMENT, C | | | 0042 616-02320 1341.000 m2 | 3.00000 4023.00| 2.50000 3352.50| GEOTEXTILES | | | 0043 616-06405 414.000 Mg | 47.00000 19458.00| 40.00000 16560.00| RIPRAP, REVETMENT | | | 0044 621-01004 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 6.500 Mg | 568.00000 3692.00| 568.00000 3692.00| FERTILIZER | | | 0046 621-06548 79.000 kg | 55.00000 4345.00| 55.00000 4345.00| SEED MIXTURE, CV | | | 0047 621-06553 1368.000 kg | 5.97000 8166.96| 5.97000 8166.96| SEED MIXTURE, R | | | 0048 621-06565 32.000 Mg | 433.00000 13856.00| 433.00000 13856.00| MULCHING MATERIAL | | | 0049 621-06567 98.000 kL | 1.00000 98.00| 1.00000 98.00| WATER | | | 0050 621-06574 3323.000 m2 | 4.97000 16515.31| 6.50000 21599.50| SODDING | | | 0051 702-51863 36.000 EACH| 9.00000 324.00| 5.80000 208.80| FIELD DRILLED HOLE IN CONCRETE | | | 0052 703-51032 1342.000 kg | 1.50000 2013.00| 1.40000 1878.80| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 15.700 m3 | 1000.00000 15700.00| 870.00000 13659.00| CONCRETE, C, SUPERSTRUCTURE | | | 0055 709-51821 LUMP| 1300.00000 1300.00| 1300.00000 1300.00| SURFACE SEAL | | | 0056 714-06391 27.500 m | 7553.20000 207713.00| 6660.00000 183150.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | 0057 715-03476 1.000 EACH| 758.00000 758.00| 600.00000 600.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0058 715-05048 11562.000 m | 8.00000 92496.00| 10.00000 115620.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05049 60.000 m | 10.00000 600.00| 60.00000 3600.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0060 715-05051 60.000 m | 10.00000 600.00| 62.00000 3720.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0061 715-05053 436.000 m | 40.00000 17440.00| 52.00000 22672.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0062 715-05121 102.000 m | 96.35000 9827.70| 180.00000 18360.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0063 715-05123 72.500 m | 164.94000 11958.15| 275.00000 19937.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05125 63.000 m | 186.78000 11767.14| 290.00000 18270.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0065 715-05133 24.500 m | 291.32000 7137.34| 450.00000 11025.00| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0066 715-05151 134.000 m | 85.43000 11447.62| 98.00000 13132.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 15.000 m | 147.04000 2205.60| 95.00000 1425.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05154 20.000 m | 156.78000 3135.60| 167.00000 3340.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05169 432.000 m | 93.74000 40495.68| 98.00000 42336.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05173 20.000 m | 169.70000 3394.00| 100.00000 2000.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0071 715-05177 42.500 m | 209.42000 8900.35| 307.00000 13047.50| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0072 715-05245 24.000 m | 407.65000 9783.60| 1000.00000 24000.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0073 715-05252 29.000 m | 517.93000 15019.97| 1500.00000 43500.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0074 715-05891 7.500 m | 2788.00000 20910.00| 3000.00000 22500.00| PIPE EXTENSION, DEFORMED MIN. AREA 12.3 | | | 0075 715-05891 4.500 m | 2024.94000 9112.23| 3500.00000 15750.00| PIPE EXTENSION, DEFORMED MIN. AREA 5.9m2| | | 0076 715-06825 2.000 EACH| 1005.92000 2011.84| 2100.00000 4200.00| CONCRETE ANCHOR MIN. AREA 5.9m2 | | | 0077 715-06825 2.000 EACH| 807.02000 1614.04| 1500.00000 3000.00| CONCRETE ANCHOR MIN. AREA 1.9m2 | | | 0078 715-06825 2.000 EACH| 1099.52000 2199.04| 2700.00000 5400.00| CONCRETE ANCHOR MIN. AREA 12.3m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-07536 2.000 EACH| 783.62000 1567.24| 1400.00000 2800.00| CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0080 715-46005 63.000 EACH| 580.53000 36573.39| 220.00000 13860.00| PIPE END SECTION, 375 mm | | | 0081 715-46010 11.000 EACH| 311.00000 3421.00| 235.00000 2585.00| PIPE END SECTION, 450 mm | | | 0082 715-46020 10.000 EACH| 343.00000 3430.00| 350.00000 3500.00| PIPE END SECTION, 600 mm | | | 0083 715-46030 10.000 EACH| 412.00000 4120.00| 475.00000 4750.00| PIPE END SECTION, 750 mm | | | 0084 715-46040 6.000 EACH| 627.00000 3762.00| 565.00000 3390.00| PIPE END SECTION, 900 mm | | | 0085 718-06529 1.000 EACH| 251.38000 251.38| 482.00000 482.00| OUTLET PROTECTOR, 2 | | | 0086 718-06531 130.000 EACH| 299.66000 38955.80| 310.00000 40300.00| OUTLET PROTECTOR, 3 | | | 0087 718-52610 2641.000 m3 | 41.00000 108281.00| 24.00000 63384.00| AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 21287.000 m2 | 1.40000 29801.80| 2.15000 45767.05| GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-45030 4.000 EACH| 1180.00000 4720.00| 1000.00000 4000.00| INLET, E7 | | | 0090 720-45035 3.000 EACH| 1180.00000 3540.00| 1000.00000 3000.00| INLET, F7 | | | 0091 801-04308 14.000 EACH| 122.00000 1708.00| 197.00000 2758.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 22.000 EACH| 70.00000 1540.00| 115.00000 2530.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 37.000 EACH| 94.50000 3496.50| 234.50000 8676.50| CONSTRUCTION SIGN, A | | | 0094 801-06645 22.000 EACH| 1.00000 22.00| 56.00000 1232.00| CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP| 29000.00000 29000.00| 11000.00000 11000.00| MAINTAINING TRAFFIC | | | 0096 801-07119 56.000 m | 26.00000 1456.00| 66.00000 3696.00| BARRICADE, III-B | | | 0097 802-05701 59.000 m | 52.50000 3097.50| 87.50000 5162.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0098 802-76025 12.000 m2 | 71.60000 859.20| 106.60000 1279.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,510.65 ROUTE : STATE ROAD 15 CALL ORDER : 170 CONTRACT ID : R -26871-A COUNTIES : WABASH LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 802-76035 6.000 m2 | 92.25000 553.50| 132.25000 793.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0100 808-06713 12025.000 m | 0.27000 3246.75| 0.42000 5050.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0101 808-75240 125.000 m | 0.85000 106.25| 0.85000 106.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0102 808-75245 11300.000 m | 0.85000 9605.00| 0.85000 9605.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0103 808-75297 50.000 m | 10.25000 512.50| 10.25000 512.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0104 210-07910 6.000 EACH| 7645.00000 45870.00| 7500.00000 45000.00| PROSCAN UNIT | | | 0105 601-06854 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL, W-BEAM, NESTED | | | 0106 202-02241 356.000 m | 7.00000 2492.00| 7.00000 2492.00| GUARDRAIL, REMOVE | | | 0107 303-60012 23.500 Mg | 24.25000 569.88| 45.00000 1057.50| AGGREGATE, 2 | | | 0108 303-97820 23.500 Mg | 24.25000 569.88| 45.00000 1057.50| AGGREGATE, 8 | | | 0109 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0110 304-07492 710.000 Mg | 36.00000 25560.00| 40.00000 28400.00| WIDENING WITH HMA, TYPE A | | | 0111 202-51328 LUMP| 14000.00000 14000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | SECTION TOTALS | $ 3,505,768.92| $ 3,666,550.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,505,768.92| $ 3,666,550.01| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,652.50 ROUTE : 250 SOUTH CALL ORDER : 180 CONTRACT ID : R -26898-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9946064 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 258,929.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 281,503.10 108.7182% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1200.00000 1200.00| 625.00000 625.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1600.00000 4800.00| 1900.00000 5700.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 12900.00000 12900.00| 9650.00000 9650.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 LFT | 4.00000 600.00| 4.20000 630.00| GUARDRAIL, REMOVE | | | 0006 202-60820 600.000 SYS | 3.00000 1800.00| 3.85000 2310.00| SURFACE MILLING, ASPHALT | | | 0007 202-74045 25.000 EACH| 35.00000 875.00| 47.25000 1181.25| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 303-07449 2500.000 TON | 12.00000 30000.00| 17.00000 42500.00| COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07489 300.000 TON | 30.00000 9000.00| 40.00000 12000.00| HMA PATCHING, TYPE A | | | 0010 401-07320 1700.000 TON | 31.00000 52700.00| 31.70000 53890.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0011 401-07389 2300.000 TON | 27.00000 62100.00| 28.90000 66470.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0012 402-07450 1200.000 TON | 27.00000 32400.00| 30.60000 36720.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0013 406-05520 10.000 TON | 400.00000 4000.00| 260.00000 2600.00| ASPHALT FOR TACK COAT | | | 0015 601-06037 2.000 EACH| 1025.00000 2050.00| 1076.25000 2152.50| GUARDRAIL END TREATMENT, I | | | 0017 610-07486 100.000 TON | 49.00000 4900.00| 40.00000 4000.00| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,652.50 ROUTE : 250 SOUTH CALL ORDER : 180 CONTRACT ID : R -26898-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 611-95023 16.000 EACH| 65.00000 1040.00| 170.00000 2720.00| MAILBOX ASSEMBLY, RESET | | | 0019 615-06520 2.000 EACH| 120.00000 240.00| 535.60000 1071.20| MONUMENT, RE-ESTABLISH | | | 0020 621-01004 1.000 EACH| 850.00000 850.00| 892.50000 892.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06570 1000.000 CYS | 20.00000 20000.00| 16.60000 16600.00| TOP SOIL | | | 0023 801-06640 17.000 EACH| 69.00000 1173.00| 72.45000 1231.65| CONSTRUCTION SIGN, A | | | 0024 801-06645 13.000 EACH| 35.00000 455.00| 36.75000 477.75| CONSTRUCTION SIGN, B | | | 0025 801-06775 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0026 802-02489 165.000 LFT | 8.15000 1344.75| 8.56000 1412.40| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0027 802-76025 55.000 SFT | 14.50000 797.50| 15.23000 837.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0028 802-76030 25.000 SFT | 16.00000 400.00| 16.80000 420.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0029 808-75240 1800.000 LFT | 0.39000 702.00| 0.41000 738.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 4000.000 LFT | 0.39000 1560.00| 0.41000 1640.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0031 808-75297 100.000 LFT | 4.10000 410.00| 4.31000 431.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 621-06553 425.000 LBS | 3.43000 1457.75| 3.60000 1530.00| SEED MIXTURE, R | | | 0033 621-06565 5.000 TON | 498.00000 2490.00| 520.80000 2604.00| MULCHING MATERIAL | | | 0034 621-06545 2.000 TON | 652.00000 1304.00| 684.60000 1369.20| FERTILIZER | | | 0035 601-99105 140.000 LFT | 17.00000 2380.00| 17.85000 2499.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,652.50 ROUTE : 250 SOUTH CALL ORDER : 180 CONTRACT ID : R -26898-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 258,929.00| $ 281,503.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,929.00| $ 281,503.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 963,504.81 ROUTE : 41 CALL ORDER : 240 CONTRACT ID : R -27082-A COUNTIES : GIBSON LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0713051 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 808,000.00 100.0000% 2 35-1878024 RAGLE, INC. $ 879,143.00 108.8048% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND ADDED TURN LANES | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 1600.00000 9600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40400.00000 40400.00| 54000.00000 54000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2550.000 SYS | 2.25000 5737.50| 4.00000 10200.00| SURFACE MILLING, ASPHALT | | | 0005 202-90277 1.000 EACH| 243.50000 243.50| 243.50000 243.50| DETECTOR HOUSING, REMOVE | | | 0006 202-91385 2.000 EACH| 300.00000 600.00| 250.00000 500.00| INLET, REMOVE | | | 0007 202-96133 18.000 LFT | 25.00000 450.00| 7.50000 135.00| PIPE, REMOVE | | | 0008 203-02000 3900.000 CYS | 12.00000 46800.00| 15.00000 58500.00| EXCAVATION, COMMON | | | 0009 205-06937 1300.000 LFT | 1.75000 2275.00| 1.20000 1560.00| TEMPORARY SILT FENCE | | | 0010 211-07454 20.000 CYS | 35.00000 700.00| 30.00000 600.00| STRUCTURE BACKFILL | | | 0011 302-07455 1500.000 CYS | 48.00000 72000.00| 42.00000 63000.00| DENSE GRADED SUBBASE | | | 0012 303-07449 450.000 TON | 26.00000 11700.00| 23.50000 10575.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07491 25.000 TON | 150.00000 3750.00| 225.00000 5625.00| HMA PATCHING, TYPE C | | | 0014 401-06264 LUMP| 2000.00000 2000.00| 4800.00000 4800.00| PROFILOGRAPH, HMA | | | 0015 401-07337 1900.000 TON | 50.00000 95000.00| 55.00000 104500.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 963,504.81 ROUTE : 41 CALL ORDER : 240 CONTRACT ID : R -27082-A COUNTIES : GIBSON LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07405 2135.000 TON | 42.00000 89670.00| 40.00000 85400.00| QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0017 402-07452 100.000 TON | 60.00000 6000.00| 100.00000 10000.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0018 405-05517 3.000 TON | 400.00000 1200.00| 500.00000 1500.00| ASPHALT FOR PRIME COAT | | | 0019 406-05520 10.000 TON | 200.00000 2000.00| 200.00000 2000.00| ASPHALT FOR TACK COAT | | | 0020 502-06457 7200.000 SYS | 30.25000 217800.00| 27.50000 198000.00| PCCP, 9 IN. | | | 0021 503-03489 935.000 EACH| 12.00000 11220.00| 8.09000 7564.15| RETROFITTED TIE BARS | | | 0022 503-05240 1950.000 LFT | 9.00000 17550.00| 6.50000 12675.00| D-1 CONTRACTION JOINT | | | 0023 506-06333 128.000 SYS | 160.00000 20480.00| 135.00000 17280.00| PCCP PATCHING, FULL DEPTH | | | 0024 602-06639 140.000 LFT | 25.00000 3500.00| 45.00000 6300.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 1680.000 LFT | 16.00000 26880.00| 40.00000 67200.00| TEMPORARY CONCRETE BARRIER | | | 0026 610-07488 190.000 TON | 78.00000 14820.00| 85.00000 16150.00| HMA FOR APPROACHES, TYPE C | | | 0027 621-01004 1.000 EACH| 660.00000 660.00| 660.00000 660.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 3000.000 SYS | 0.59000 1770.00| 0.59000 1770.00| MULCHED SEEDING, R | | | 0029 702-90915 2.000 CYS | 900.00000 1800.00| 400.00000 800.00| CONCRETE, A | | | 0030 715-05048 1525.000 LFT | 4.50000 6862.50| 3.00000 4575.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0031 715-05118 24.000 LFT | 80.00000 1920.00| 15.00000 360.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0032 718-52610 100.000 CYS | 31.50000 3150.00| 32.50000 3250.00| AGGREGATE FOR UNDERDRAINS | | | 0033 718-99153 710.000 SYS | 1.00000 710.00| 1.00000 710.00| GEOTEXTILES FOR UNDERDRAIN | | | 0034 720-44000 2.000 EACH| 300.00000 600.00| 350.00000 700.00| CASTING, ADJUST TO GRADE | | | 0035 801-06207 16030.000 LFT | 1.35000 21640.50| 1.00000 16030.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 963,504.81 ROUTE : 41 CALL ORDER : 240 CONTRACT ID : R -27082-A COUNTIES : GIBSON LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06208 450.000 LFT | 1.70000 765.00| 1.50000 675.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0037 801-06211 24.000 EACH| 120.00000 2880.00| 60.00000 1440.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0038 801-06212 4.000 EACH| 210.00000 840.00| 60.00000 240.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0039 801-06218 40.000 LFT | 10.00000 400.00| 7.50000 300.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0040 801-06640 24.000 EACH| 115.00000 2760.00| 85.00000 2040.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 24645.95000 24645.95| 58450.00000 58450.00| MAINTAINING TRAFFIC | | | 0042 801-94295 6.000 EACH| 150.00000 900.00| 150.00000 900.00| SIGNAL HEAD, RELOCATE | | | 0043 805-01844 28.000 LFT | 12.00000 336.00| 12.00000 336.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0044 805-78470 890.000 LFT | 0.40000 356.00| 0.40000 356.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0045 805-78485 170.000 LFT | 1.25000 212.50| 1.25000 212.50| SIGNAL CABLE, 5C 14GA. | | | 0046 805-78510 150.000 LFT | 1.00000 150.00| 1.00000 150.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0047 805-78785 2.000 EACH| 480.00000 960.00| 480.00000 960.00| SIGNAL DETECTOR HOUSING | | | 0048 805-78795 315.000 LFT | 8.00000 2520.00| 8.00000 2520.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 805-92951 4.000 EACH| 180.00000 720.00| 180.00000 720.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0050 808-06702 1010.000 LFT | 0.49000 494.90| 0.50000 505.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0051 808-06703 3710.000 LFT | 0.39000 1446.90| 0.36000 1335.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0052 808-06713 4200.000 LFT | 0.24000 1008.00| 0.24000 1008.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0053 808-06714 4300.000 LFT | 0.24000 1032.00| 0.24000 1032.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 963,504.81 ROUTE : 41 CALL ORDER : 240 CONTRACT ID : R -27082-A COUNTIES : GIBSON LETTING DATE : 09/16/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 | |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06716 6990.000 LFT | 0.75000 5242.50| 1.00000 6990.00| LINE, REMOVE | | | 0055 808-75297 235.000 LFT | 3.75000 881.25| 4.90000 1151.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0056 808-75320 18.000 EACH| 65.00000 1170.00| 60.00000 1080.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 8.000 EACH| 85.00000 680.00| 65.00000 520.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 808-75996 135.000 EACH| 6.00000 810.00| 5.25000 708.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 150.000 EACH| 28.00000 4200.00| 25.00000 3750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 808,000.00| $ 879,143.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 808,000.00| $ 879,143.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,436.00 ROUTE : CALL ORDER : 250 CONTRACT ID : R -27094-A COUNTIES : ALLEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/20/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9902046 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 369,003.30 100.0000% 2 35-1374866 PRIMCO, INC. $ 416,834.31 112.9622% 3 35-1139301 E & B PAVING, INC. $ 422,632.04 114.5334% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1374866 |(3) 35-1139301 |BROOKS CONSTRUCTION |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 12548.00000 12548.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 100.00000 1000.00| 1555.62000 15556.20| 1450.00000 14500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18400.00000 18400.00| 20841.71000 20841.71| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7350.00000 7350.00| 8336.68000 8336.68| 8300.00000 8300.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 8.000 EACH| 40.00000 320.00| 40.00000 320.00| 119.00000 952.00 TREE, 6 IN., REMOVE | | | 0006 202-02250 4.000 EACH| 135.00000 540.00| 135.00000 540.00| 150.00000 600.00 TREE, 10 IN., REMOVE | | | 0007 202-02255 6.000 EACH| 325.00000 1950.00| 325.00000 1950.00| 300.00000 1800.00 TREE, 18 IN., REMOVE | | | 0008 202-02279 30.000 LFT | 7.50000 225.00| 8.00000 240.00| 16.41000 492.30 CURB AND GUTTER, REMOVE | | | 0009 202-07846 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 125.00000 250.00 TREE , RELOCATE | | | 0010 202-91010 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 850.00000 850.00 TREE, 24 IN., REMOVE | | | 0011 203-02000 3500.000 CYS | 16.88000 59080.00| 14.90000 52150.00| 5.00000 17500.00 EXCAVATION, COMMON | | | 0012 210-07740 34.000 SYS | 375.00000 12750.00| 225.00000 7650.00| 540.00000 18360.00 STONE VENEER | | | 0013 210-07777 9.000 SYS | 525.00000 4725.00| 670.00000 6030.00| 350.00000 3150.00 CLEFT FACE CAP , STONE, 4 IN. THICK | | | 0014 210-07778 15.000 SFT | 105.00000 1575.00| 215.00000 3225.00| 65.00000 975.00 CUT LIMESTONE , PANEL ENGRAVED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,436.00 ROUTE : CALL ORDER : 250 CONTRACT ID : R -27094-A COUNTIES : ALLEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1374866 |(3) 35-1139301 |BROOKS CONSTRUCTION |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-07779 50.000 CYS | 20.00000 1000.00| 20.00000 1000.00| 38.00000 1900.00 MULCH , WOOD CHIP | | | 0016 211-07454 7.000 CYS | 20.00000 140.00| 28.00000 196.00| 10.72000 75.04 STRUCTURE BACKFILL | | | 0017 301-07448 702.000 TON | 18.00000 12636.00| 14.00000 9828.00| 25.00000 17550.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 402-07432 259.000 TON | 45.00000 11655.00| 48.00000 12432.00| 50.00000 12950.00 HMA SURFACE, TYPE A | | | 0019 402-07435 440.000 TON | 35.00000 15400.00| 40.00000 17600.00| 40.00000 17600.00 HMA INTERMEDIATE, TYPE A | | | 0020 405-05517 5.000 TON | 400.00000 2000.00| 300.00000 1500.00| 200.00000 1000.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.000 TON | 300.00000 300.00| 300.00000 300.00| 145.00000 145.00 ASPHALT FOR TACK COAT | | | 0022 603-04099 2.000 EACH| 230.00000 460.00| 600.00000 1200.00| 150.00000 300.00 PIPE BOLLARD , STEEL | | | 0023 604-06069 15.000 SYS | 75.00000 1125.00| 44.50000 667.50| 45.00000 675.00 CURB RAMP, CONCRETE | | | 0024 604-06070 1473.000 SYS | 24.00000 35352.00| 22.00000 32406.00| 25.00000 36825.00 SIDEWALK, CONCRETE | | | 0025 604-95531 LUMP| 45000.00000 45000.00| 89289.72000 89289.72| 60000.00000 60000.00 BRIDGE, PEDESTRIAN | | | 0026 605-06155 30.000 LFT | 25.00000 750.00| 13.00000 390.00| 20.00000 600.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 621-01004 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 100.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06550 5220.000 SYS | 0.70000 3654.00| 0.70000 3654.00| 0.54000 2818.80 MULCHED SEEDING, P | | | 0029 621-06560 11700.000 SYS | 0.40000 4680.00| 0.40000 4680.00| 0.54000 6318.00 MULCHED SEEDING, U | | | 0030 621-06570 820.000 CYS | 13.00000 10660.00| 13.00000 10660.00| 32.50000 26650.00 TOP SOIL | | | 0031 621-98038 30.000 CYS | 45.00000 1350.00| 45.00000 1350.00| 38.00000 1140.00 MULCH, HARDWOOD SHREDDED BARK | | | 0032 622-05626 15.000 EACH| 280.00000 4200.00| 280.00000 4200.00| 284.00000 4260.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0033 622-05645 25.000 EACH| 250.00000 6250.00| 250.00000 6250.00| 289.00000 7225.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,436.00 ROUTE : CALL ORDER : 250 CONTRACT ID : R -27094-A COUNTIES : ALLEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1374866 |(3) 35-1139301 |BROOKS CONSTRUCTION |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-05649 176.000 EACH| 240.00000 42240.00| 240.00000 42240.00| 209.00000 36784.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0035 622-05650 55.000 EACH| 230.00000 12650.00| 230.00000 12650.00| 205.00000 11275.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0036 622-05654 54.000 EACH| 10.25000 553.50| 10.25000 553.50| 7.50000 405.00 PLANT, PERENNIAL | | | 0037 703-51030 770.000 LBS | 0.80000 616.00| 1.60000 1232.00| 1.00000 770.00 REINFORCING STEEL | | | 0038 714-44240 15.000 CYS | 270.00000 4050.00| 525.00000 7875.00| 250.00000 3750.00 CONCRETE, A, STRUCTURES | | | 0039 715-03795 50.000 LFT | 22.00000 1100.00| 23.00000 1150.00| 15.90000 795.00 PIPE, DUCTILE IRON, 6 IN. | | | 0040 715-05149 30.000 LFT | 32.00000 960.00| 23.00000 690.00| 14.80000 444.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0041 715-46000 2.000 EACH| 150.00000 300.00| 140.00000 280.00| 113.75000 227.50 PIPE END SECTION, 12 IN. | | | 0042 715-97544 60.000 LFT | 23.00000 1380.00| 24.50000 1470.00| 16.84000 1010.40 PIPE, DUCTILE IRON, 8 IN. | | | 0043 720-44000 10.000 EACH| 175.00000 1750.00| 250.00000 2500.00| 200.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0044 720-45005 1.000 EACH| 2200.00000 2200.00| 1200.00000 1200.00| 1905.00000 1905.00 INLET, A2 | | | 0045 801-06203 2000.000 LFT | 0.65000 1300.00| 0.71000 1420.00| 0.01000 20.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0046 801-06640 27.000 EACH| 125.00000 3375.00| 125.00000 3375.00| 135.00000 3645.00 CONSTRUCTION SIGN, A | | | 0047 801-06710 180.000 DAY | 0.01000 1.80| 12.00000 2160.00| 18.00000 3240.00 FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 6000.00000 6000.00| 4136.00000 4136.00| 41400.00000 41400.00 MAINTAINING TRAFFIC | | | 0049 802-04675 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 4000.00000 4000.00 TRAIL MARKERS | | | 0050 802-76025 6.000 SFT | 15.00000 90.00| 15.00000 90.00| 15.00000 90.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0051 802-96121 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 PEDSTRIAN PUSH BUTTON AND SIGN. | | | 0052 805-02151 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,436.00 ROUTE : CALL ORDER : 250 CONTRACT ID : R -27094-A COUNTIES : ALLEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1374866 |(3) 35-1139301 |BROOKS CONSTRUCTION |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 805-06592 110.000 LFT | 10.00000 1100.00| 10.00000 1100.00| 10.00000 1100.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0054 805-78485 300.000 LFT | 0.95000 285.00| 0.95000 285.00| 0.95000 285.00 SIGNAL CABLE, 5C 14GA. | | | 0055 805-78900 1.000 EACH| 540.00000 540.00| 540.00000 540.00| 540.00000 540.00 PEDESTAL FOUNDATION, A | | | 0056 805-90005 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 SIGNAL PEDESTAL, 10 FT. | | | 0057 808-06716 100.000 LFT | 4.05000 405.00| 0.45000 45.00| 4.05000 405.00 LINE, REMOVE | | | 0058 808-75297 70.000 LFT | 6.00000 420.00| 2.80000 196.00| 6.00000 420.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75300 420.000 LFT | 2.00000 840.00| 0.80000 336.00| 2.00000 840.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 369,003.30| $ 416,834.31| $ 422,632.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,003.30| $ 416,834.31| $ 422,632.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 267 CALL ORDER : 260 CONTRACT ID : R -27149-A COUNTIES : HENDRICKS LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 7,980.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 10,000.00 125.3132% 3 35-1815287 DENNEY EXCAVATING INC. $ 12,500.00 156.6416% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 14,000.00 175.4385% 5 35-2155873 KING'S TRUCKING & EXCAVATION INC. IRREGULAR BID $ 14,500.00 181.7042% 6 35-1817574 YARDBERRY LANDSCAPE $ 28,000.00 350.8771% 7 35-1673827 HENDERSON, H.E., INC. $ 31,046.50 389.0538% 8 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 42,000.00 526.3157% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,697.50 ROUTE : 48 CALL ORDER : 270 CONTRACT ID : R -27153-A COUNTIES : MONROE LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/16/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 445300M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 4,900.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 7,789.00 158.9591% 3 54-1342714 TRI COUNTY BUILDERS CO $ 9,850.00 201.0204% 4 35-2155873 KING'S TRUCKING & EXCAVATION INC. $ 11,500.00 234.6938% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 11,750.00 239.7959% 6 35-1817574 YARDBERRY LANDSCAPE $ 14,075.00 287.2448% 7 35-1673827 HENDERSON, H.E., INC. $ 31,059.50 633.8673% 8 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 37,000.00 755.1020% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1874009 |(3) 54-1342714 |CRIDER & CRIDER, INC. |HAUER EXCAVATING |TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDING | | | 0001 202-03000 LUMP| 4150.00000 4150.00| 7489.00000 7489.00| 9100.00000 9100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0002 621-06559 750.000 SYS | 1.00000 750.00| 0.40000 300.00| 1.00000 750.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 4,900.00| $ 7,789.00| $ 9,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,900.00| $ 7,789.00| $ 9,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,697.50 ROUTE : 48 CALL ORDER : 270 CONTRACT ID : R -27153-A COUNTIES : MONROE LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2155873 |(5) 35-2070195 |(6) 35-1817574 |KING'S TRUCKING & EXCAVATION|ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDING | | | 0001 202-03000 LUMP| 10225.00000 10225.00| 9500.00000 9500.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0002 621-06559 750.000 SYS | 1.70000 1275.00| 3.00000 2250.00| 0.10000 75.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 11,500.00| $ 11,750.00| $ 14,075.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,500.00| $ 11,750.00| $ 14,075.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,697.50 ROUTE : 48 CALL ORDER : 270 CONTRACT ID : R -27153-A COUNTIES : MONROE LETTING DATE : 09/16/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 18-6227744 | |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDING | | | 0001 202-03000 LUMP| 29222.00000 29222.00| 34000.00000 34000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0002 621-06559 750.000 SYS | 2.45000 1837.50| 4.00000 3000.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 31,059.50| $ 37,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,059.50| $ 37,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 90 CALL ORDER : 290 CONTRACT ID : RT-26569-A COUNTIES : LAKE LETTING DATE : 09/16/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 247,439.75 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 269,438.00 108.8903% ====================================================================================================================================