INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/29/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654342 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 689,993.03 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 733,888.68 106.3617% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 755,083.67 109.4335% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6893.00000 6893.00| 10000.00000 10000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 1600.00000 14400.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 34100.00000 34100.00| 36500.00000 36500.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 292.000 SYS | 12.00000 3504.00| 20.00000 5840.00| 20.00000 5840.00 PAVEMENT, REMOVE | | | 0005 202-02241 769.750 LFT | 4.30000 3309.93| 4.00000 3079.00| 3.80000 2925.05 GUARDRAIL, REMOVE | | | 0006 202-02274 20.000 LFT | 10.00000 200.00| 22.00000 440.00| 10.00000 200.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-02277 800.000 LFT | 2.40000 1920.00| 9.00000 7200.00| 10.00000 8000.00 GUTTER, LIP, REMOVE | | | 0008 202-51822 658.000 SYS | 4.31000 2835.98| 5.00000 3290.00| 5.00000 3290.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 2349.000 SYS | 3.40000 7986.60| 2.50000 5872.50| 5.00000 11745.00 SURFACE MILLING, ASPHALT | | | 0010 202-62420 423.500 LFT | 10.00000 4235.00| 8.00000 3388.00| 5.00000 2117.50 BRIDGE RAILING, REMOVE | | | 0011 202-74080 1.000 EACH| 1695.00000 1695.00| 1150.00000 1150.00| 1070.00000 1070.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0012 202-78515 LUMP| 2373.00000 2373.00| 1250.00000 1250.00| 1160.00000 1160.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-86946 2.000 EACH| 57.00000 114.00| 325.00000 650.00| 290.00000 580.00 HANDHOLE, REMOVE | | | 0014 202-90277 4.000 EACH| 28.00000 112.00| 390.00000 1560.00| 361.00000 1444.00 DETECTOR HOUSING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-91385 4.000 EACH| 150.00000 600.00| 450.00000 1800.00| 750.00000 3000.00 INLET, REMOVE | | | 0016 202-93995 3.000 EACH| 339.00000 1017.00| 550.00000 1650.00| 600.00000 1800.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0017 202-93999 3.000 EACH| 249.00000 747.00| 285.00000 855.00| 265.00000 795.00 SIGNAL POLE, REMOVE | | | 0018 202-96022 1.000 EACH| 667.00000 667.00| 1100.00000 1100.00| 1100.00000 1100.00 CONCRETE FOUNDATION, REMOVE | | | 0019 203-02000 396.700 CYS | 10.00000 3967.00| 22.00000 8727.40| 22.00000 8727.40 EXCAVATION, COMMON | | | 0020 205-06932 200.000 LFT | 7.89000 1578.00| 8.50000 1700.00| 8.00000 1600.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06937 200.000 LFT | 3.23000 646.00| 2.50000 500.00| 2.15000 430.00 TEMPORARY SILT FENCE | | | 0022 206-51230 1.000 CYS | 200.00000 200.00| 35.00000 35.00| 40.00000 40.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-07454 11.700 CYS | 65.00000 760.50| 80.00000 936.00| 50.00000 585.00 STRUCTURE BACKFILL | | | 0024 303-01180 445.500 TON | 21.56000 9604.98| 25.00000 11137.50| 22.00000 9801.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 404-05511 290.000 SYS | 5.08000 1473.20| 5.00000 1450.00| 4.60000 1334.00 SEAL COAT, 2 | | | 0026 406-05521 2269.000 SYS | 0.23000 521.87| 0.25000 567.25| 0.20000 453.80 ASPHALT FOR TACK COAT | | | 0027 502-06329 129.000 SYS | 66.00000 8514.00| 90.00000 11610.00| 70.00000 9030.00 PCCP, 12 IN. | | | 0028 503-05310 54.000 LFT | 120.00000 6480.00| 200.00000 10800.00| 140.00000 7560.00 TERMINAL JOINT | | | 0029 601-01522 4.000 EACH| 1430.00000 5720.00| 1350.00000 5400.00| 1265.00000 5060.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-02103 125.000 LFT | 14.69000 1836.25| 13.50000 1687.50| 13.00000 1625.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0031 601-06035 50.000 LFT | 6.38000 319.00| 6.00000 300.00| 5.65000 282.50 GUARDRAIL, RESET | | | 0032 601-07023 2.000 EACH| 5819.00000 11638.00| 5000.00000 10000.00| 5150.00000 10300.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0033 601-94689 3.000 EACH| 2091.00000 6273.00| 2000.00000 6000.00| 1850.00000 5550.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 437.500 LFT | 10.17000 4449.38| 9.50000 4156.25| 9.00000 3937.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 602-06639 380.000 LFT | 17.29000 6570.20| 25.00000 9500.00| 26.00000 9880.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 602-06646 660.000 LFT | 14.77000 9748.20| 22.00000 14520.00| 25.00000 16500.00 TEMPORARY CONCRETE BARRIER | | | 0037 602-06729 26.000 EACH| 11.00000 286.00| 10.00000 260.00| 9.75000 253.50 BARRIER DELINEATOR | | | 0038 607-98211 4.000 SYS | 100.00000 400.00| 110.00000 440.00| 60.00000 240.00 GUTTER TURNOUT, REMOVE | | | 0039 610-06259 176.000 SYS | 66.00000 11616.00| 90.00000 15840.00| 70.00000 12320.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0040 610-07487 590.500 TON | 72.66000 42905.73| 54.00000 31887.00| 51.91000 30652.86 HMA FOR APPROACHES, TYPE B | | | 0041 616-02320 180.000 SYS | 2.00000 360.00| 2.50000 450.00| 3.00000 540.00 GEOTEXTILES | | | 0042 616-06405 129.000 TON | 30.00000 3870.00| 28.00000 3612.00| 27.50000 3547.50 RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 226.00000 226.00| 100.00000 100.00| 75.00000 75.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06559 122.000 SYS | 4.27000 520.94| 2.75000 335.50| 2.65000 323.30 MULCHED SEEDING, R | | | 0045 621-06574 127.000 SYS | 10.78000 1369.06| 9.00000 1143.00| 8.50000 1079.50 SODDING | | | 0046 701-03753 40.000 LFT | 60.00000 2400.00| 150.00000 6000.00| 150.00000 6000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.209 IN., 14 IN. | | | 0047 702-51005 15.000 CYS | 1649.85000 24747.75| 1500.00000 22500.00| 1500.00000 22500.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51863 130.000 EACH| 6.00000 780.00| 13.00000 1690.00| 12.00000 1560.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-01540 22.000 EACH| 11.00000 242.00| 18.00000 396.00| 8.00000 176.00 THREADED TIE BAR ASSEMBLY | | | 0050 703-51030 5176.000 LBS | 0.67000 3467.92| 0.70000 3623.20| 0.70000 3623.20 REINFORCING STEEL | | | 0051 703-51032 35145.000 LBS | 0.75000 26358.75| 0.70000 24601.50| 0.80000 28116.00 REINFORCING STEEL, EPOXY COATED | | | 0052 703-97936 72.000 EACH| 11.00000 792.00| 15.00000 1080.00| 10.00000 720.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0053 704-51002 68.000 CYS | 693.62000 47166.16| 900.00000 61200.00| 960.00000 65280.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-05732 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51025 421.000 LFT | 41.43000 17442.03| 48.00000 20208.00| 42.00000 17682.00 CONCRETE, C, RAILING | | | 0056 707-05982 79.000 LFT | 156.80000 12387.20| 150.00000 11850.00| 325.00000 25675.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0057 709-51821 LUMP| 5319.00000 5319.00| 5000.00000 5000.00| 4980.00000 4980.00 SURFACE SEAL | | | 0058 710-51870 50.000 SFT | 50.00000 2500.00| 100.00000 5000.00| 100.00000 5000.00 REPOINTING MASONRY IN STRUCTURES | | | 0059 722-51401 100.000 SFT | 13.00000 1300.00| 30.00000 3000.00| 55.00000 5500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0060 722-51842 819.000 SYS | 40.09000 32833.71| 50.00000 40950.00| 65.00000 53235.00 BRIDGE DECK OVERLAY | | | 0061 722-51846 2.900 CYS | 330.00000 957.00| 330.00000 957.00| 330.00000 957.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0062 722-51852 92.000 SFT | 10.00000 920.00| 9.00000 828.00| 12.00000 1104.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0063 722-60824 611.000 SYS | 0.23000 140.53| 5.00000 3055.00| 2.50000 1527.50 SURFACE MILLING | | | 0064 724-51926 81.000 LFT | 92.89000 7524.09| 200.00000 16200.00| 115.00000 9315.00 STRUCTURAL EXPANSION JOINT, TS | | | 0065 728-98377 LUMP| 9841.00000 9841.00| 11500.00000 11500.00| 10900.00000 10900.00 MASONRY COATING | | | 0066 801-01093 8.000 EACH| 1017.00000 8136.00| 1800.00000 14400.00| 900.00000 7200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-06203 706.000 LFT | 0.26000 183.56| 0.03000 21.18| 0.23000 162.38 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0068 801-06207 2348.000 LFT | 1.03000 2418.44| 1.70000 3991.60| 0.91000 2136.68 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06640 39.000 EACH| 79.00000 3081.00| 50.00000 1950.00| 70.00000 2730.00 CONSTRUCTION SIGN, A | | | 0070 801-06710 10.000 DAY | 14.00000 140.00| 60.00000 600.00| 35.00000 350.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 10699.00000 10699.00| 15000.00000 15000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0072 801-07119 24.000 LFT | 8.00000 192.00| 11.00000 264.00| 10.00000 240.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-76140 2.000 EACH| 14957.00000 29914.00| 11500.00000 23000.00| 11200.00000 22400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0075 805-01815 3.000 EACH| 2373.00000 7119.00| 1800.00000 5400.00| 1660.00000 4980.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0076 805-01842 2.000 EACH| 723.00000 1446.00| 850.00000 1700.00| 790.00000 1580.00 HANDHOLE, SIGNAL | | | 0077 805-01844 420.000 LFT | 10.17000 4271.40| 10.00000 4200.00| 9.60000 4032.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0078 805-01879 1.000 EACH| 509.00000 509.00| 350.00000 350.00| 319.00000 319.00 SIGNAL SERVICE, INSTALL | | | 0079 805-02353 70.000 LFT | 1.00000 70.00| 6.50000 455.00| 6.20000 434.00 WIRE, XHHW, NO. 4 COPPER, IN CONDUIT, | | | 1C 4GA. | | | 0080 805-06592 512.000 LFT | 5.65000 2892.80| 9.00000 4608.00| 8.30000 4249.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0081 805-78205 4.000 EACH| 588.00000 2352.00| 550.00000 2200.00| 510.00000 2040.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0082 805-78230 2.000 EACH| 972.00000 1944.00| 1000.00000 2000.00| 850.00000 1700.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78415 3.000 EACH| 893.00000 2679.00| 1100.00000 3300.00| 970.00000 2910.00 SPAN, CATENARY, AND TETHER | | | 0084 805-78420 3.000 EACH| 214.00000 642.00| 250.00000 750.00| 229.00000 687.00 DISCONNECT HANGER | | | 0085 805-78452 1.000 EACH| 62.00000 62.00| 240.00000 240.00| 218.00000 218.00 SIGNAL CONDUIT RISER, 1 IN. | | | 0086 805-78467 60.000 LFT | 1.35000 81.00| 2.25000 135.00| 2.00000 120.00 SIGNAL CABLE, 3C 8GA. | | | 0087 805-78470 2000.000 LFT | 0.28000 560.00| 0.11000 220.00| 0.10000 200.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0088 805-78485 60.000 LFT | 1.00000 60.00| 2.00000 120.00| 1.84000 110.40 SIGNAL CABLE, 5C 14GA. | | | 0089 805-78490 1000.000 LFT | 1.15000 1150.00| 1.75000 1750.00| 1.67000 1670.00 SIGNAL CABLE, 7C 14GA. | | | 0090 805-78510 1400.000 LFT | 0.79000 1106.00| 1.15000 1610.00| 1.06000 1484.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0091 805-78785 8.000 EACH| 735.00000 5880.00| 625.00000 5000.00| 590.00000 4720.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-78790 2.000 EACH| 270.00000 540.00| 285.00000 570.00| 262.00000 524.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0093 805-78795 715.000 LFT | 10.00000 7150.00| 7.75000 5541.25| 7.40000 5291.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-81032 3.000 EACH| 3164.00000 9492.00| 2200.00000 6600.00| 2040.00000 6120.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0095 805-86925 4.000 EACH| 23.00000 92.00| 16.00000 64.00| 15.70000 62.80 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0096 805-86935 4.000 EACH| 17.00000 68.00| 12.50000 50.00| 11.19000 44.76 INSULATING LINK, WATERPROOFED | | | 0097 807-02191 1.000 EACH| 723.00000 723.00| 750.00000 750.00| 700.00000 700.00 HANDHOLE, LIGHTING | | | 0098 807-03898 40.000 LFT | 9.00000 360.00| 16.50000 660.00| 15.80000 632.00 WIRE, XHHW, NO. 4 CU, IN CABLE DUCT IN | | | TRENCH | | | 0099 808-01238 2.000 EACH| 57.00000 114.00| 55.00000 110.00| 50.00000 100.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0100 808-06703 1357.000 LFT | 0.35000 474.95| 0.35000 474.95| 0.31000 420.67 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0101 808-06716 2212.000 LFT | 0.51000 1128.12| 0.55000 1216.60| 0.45000 995.40 LINE, REMOVE | | | 0102 808-74812 32.000 LFT | 7.32000 234.24| 11.00000 352.00| 6.48000 207.36 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0103 808-75051 598.000 LFT | 1.22000 729.56| 1.20000 717.60| 1.08000 645.84 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0104 808-75054 306.000 LFT | 1.24000 379.44| 1.20000 367.20| 1.10000 336.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0105 808-75245 612.000 LFT | 0.35000 214.20| 0.35000 214.20| 0.31000 189.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0106 808-75278 32.000 LFT | 2.03000 64.96| 3.50000 112.00| 1.80000 57.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0107 808-75297 85.000 LFT | 4.24000 360.40| 5.50000 467.50| 3.75000 318.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 413 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 711,856.00 ROUTE : I-465 CALL ORDER : 413 CONTRACT ID : B -25817-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1618530 |(3) 35-2040801 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-75320 3.000 EACH| 62.00000 186.00| 110.00000 330.00| 55.00000 165.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75996 20.000 EACH| 35.00000 700.00| 15.00000 300.00| 31.00000 620.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0110 808-75998 20.000 EACH| 68.00000 1360.00| 125.00000 2500.00| 60.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 808-92027 300.000 LFT | 0.70000 210.00| 2.25000 675.00| 0.62000 186.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0112 808-97027 300.000 LFT | 4.88000 1464.00| 5.50000 1650.00| 4.32000 1296.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 8 IN. | | | 0113 802-07057 312.000 SFT | 17.00000 5304.00| 22.00000 6864.00| 20.00000 6240.00 SIGN, PANEL, WITH LEGEND | | | 0114 802-76175 28.000 LFT | 142.00000 3976.00| 160.00000 4480.00| 148.00000 4144.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0115 807-02108 4.000 EACH| 350.00000 1400.00| 475.00000 1900.00| 437.00000 1748.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0116 807-82016 2.000 EACH| 437.00000 874.00| 900.00000 1800.00| 810.00000 1620.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0117 802-07158 2.000 EACH| 3785.00000 7570.00| 3750.00000 7500.00| 3400.00000 6800.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0118 202-51328 LUMP| 126854.00000 126854.00| 96000.00000 96000.00| 127500.00000 127500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | SECTION TOTALS | $ 689,993.03| $ 733,888.68| $ 755,083.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 689,993.03| $ 733,888.68| $ 755,083.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 423 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 5 CALL ORDER : 423 CONTRACT ID : B -25858-A COUNTIES : HUNTINGTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,497,461.46 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 1,673,086.98 111.7282% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 453 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,625.99 ROUTE : SR 106 CALL ORDER : 453 CONTRACT ID : B -26458-B COUNTIES : MARSHALL LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5450009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 291,894.77 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 319,520.90 109.4644% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 | |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2665.32000 2665.32| 7250.00000 7250.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2091.62000 12549.72| 3600.00000 21600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13659.46000 13659.46| 33000.00000 33000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 51.30000 4668.30| 14.50000 1319.50| PAVEMENT, REMOVE | | | 0005 202-02241 345.000 m | 8.00000 2760.00| 8.00000 2760.00| GUARDRAIL, REMOVE | | | 0006 202-51133 48.000 m | 9.41000 451.68| 22.75000 1092.00| RAILING, REMOVE | | | 0007 202-51328 LUMP| 20637.52000 20637.52| 1400.00000 1400.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 205.000 m2 | 14.81000 3036.05| 12.15000 2490.75| SURFACE MILLING, ASPHALT | | | 0009 202-60822 257.000 m2 | 12.86000 3305.02| 10.00000 2570.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 498.000 m3 | 13.95000 6947.10| 20.50000 10209.00| EXCAVATION, COMMON | | | 0011 203-02070 175.000 m3 | 13.82000 2418.50| 30.00000 5250.00| BORROW | | | 0012 213-52830 10.000 m3 | 209.84000 2098.40| 180.00000 1800.00| FLOWABLE MORTAR | | | 0013 303-52308 361.800 Mg | 24.08000 8712.14| 38.00000 13748.40| COMPACTED AGGREGATE, O, 53 | | | 0014 304-07493 243.000 Mg | 58.00000 14094.00| 92.82000 22555.26| HMA WIDENING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 453 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,625.99 ROUTE : SR 106 CALL ORDER : 453 CONTRACT ID : B -26458-B COUNTIES : MARSHALL LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 | |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07433 4.200 Mg | 295.00000 1239.00| 320.00000 1344.00| HMA SURFACE, TYPE B | | | 0016 402-07441 17.000 Mg | 104.40000 1774.80| 105.00000 1785.00| HMA BASE, TYPE B | | | 0017 402-07451 6.500 Mg | 295.00000 1917.50| 215.00000 1397.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05521 205.000 m2 | 0.05000 10.25| 0.10000 20.50| ASPHALT FOR TACK COAT | | | 0019 601-01522 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01740 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-04123 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| GUARDRAIL W THRIE BEAM TRANSITION | | | SECTION, SHOP CURVED | | | 0022 601-05071 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-07023 2.000 EACH| 4600.00000 9200.00| 4600.00000 9200.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-94689 3.000 EACH| 1900.00000 5700.00| 1900.00000 5700.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 238.125 m | 29.00000 6905.63| 29.00000 6905.63| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06639 18.000 m | 154.49000 2780.82| 140.00000 2520.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 84.000 m | 89.81000 7544.04| 72.00000 6048.00| TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 8.000 EACH| 5.00000 40.00| 7.00000 56.00| BARRIER DELINEATOR | | | 0030 610-06259 91.000 m2 | 177.56000 16157.96| 77.00000 7007.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 616-02320 359.000 m2 | 5.79000 2078.61| 3.25000 1166.75| GEOTEXTILES | | | 0032 616-06405 343.400 Mg | 38.57000 13244.94| 95.00000 32623.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 453 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,625.99 ROUTE : SR 106 CALL ORDER : 453 CONTRACT ID : B -26458-B COUNTIES : MARSHALL LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 | |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1219.000 m2 | 0.68000 828.92| 0.68000 828.92| MULCHED SEEDING, R | | | 0035 702-51863 572.000 EACH| 11.75000 6721.00| 8.00000 4576.00| FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-01540 22.000 EACH| 15.64000 344.08| 19.00000 418.00| THREADED TIE BAR ASSEMBLY | | | 0037 703-51030 1175.000 kg | 1.31000 1539.25| 1.85000 2173.75| REINFORCING STEEL | | | 0038 703-51032 1721.000 kg | 1.44000 2478.24| 2.25000 3872.25| REINFORCING STEEL, EPOXY COATED | | | 0039 706-51025 48.000 m | 218.75000 10500.00| 200.00000 9600.00| CONCRETE, C, RAILING | | | 0040 708-51813 40.000 m2 | 450.00000 18000.00| 450.00000 18000.00| PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP| 1380.00000 1380.00| 1160.00000 1160.00| SURFACE SEAL | | | 0042 722-51842 257.000 m2 | 143.05000 36763.85| 100.00000 25700.00| BRIDGE DECK OVERLAY | | | 0043 722-51846 2.000 m3 | 434.50000 869.00| 434.50000 869.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 25.000 m2 | 143.11000 3577.75| 75.00000 1875.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 801-01851 LUMP| 24600.00000 24600.00| 24600.00000 24600.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0046 801-06203 70.000 m | 0.80000 56.00| 80.00000 5600.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1506.000 m | 2.59000 3900.54| 2.59000 3900.54| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06218 11.000 m | 15.50000 170.50| 15.50000 170.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0049 801-06640 18.000 EACH| 60.00000 1080.00| 60.00000 1080.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 1410.23000 1410.23| 1200.00000 1200.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 453 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 284,625.99 ROUTE : SR 106 CALL ORDER : 453 CONTRACT ID : B -26458-B COUNTIES : MARSHALL LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 | |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-07119 18.000 m | 10.20000 183.60| 10.20000 183.60| BARRICADE, III-B | | | 0053 808-06712 54.000 m | 0.70000 37.80| 0.70000 37.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 346.000 m | 0.70000 242.20| 0.70000 242.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 214.000 m | 0.70000 149.80| 0.70000 149.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 495.000 m | 1.95000 965.25| 1.95000 965.25| LINE, REMOVE | | | SECTION TOTALS | $ 291,894.77| $ 319,520.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 291,894.77| $ 319,520.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0756014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 625,390.03 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 646,715.40 103.4099% 3 35-1801998 CLR, INC. $ 695,024.30 111.1345% 4 35-1310611 DUNCAN ROBERTSON INC $ 724,509.83 115.8492% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 738,843.90 118.1412% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1385672 |(3) 35-1801998 |RAGLE, INC. |FORCE CONSTRUCTION CO. INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 9400.00000 9400.00| 10500.00000 10500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1100.00000 6600.00| 1510.00000 9060.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 45844.00000 45844.00| 34500.00000 34500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3250.00000 3250.00| 5075.00000 5075.00| 3450.00000 3450.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18000.00000 18000.00| 16560.00000 16560.00| 20200.00000 20200.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 185.000 m2 | 10.50000 1942.50| 10.00000 1850.00| 8.35000 1544.75 SURFACE MILLING, ASPHALT | | | 0007 203-02000 410.000 m3 | 10.50000 4305.00| 9.25000 3792.50| 18.50000 7585.00 EXCAVATION, COMMON | | | 0008 203-02070 4614.000 m3 | 11.50000 53061.00| 16.00000 73824.00| 10.30000 47524.20 BORROW | | | 0009 203-51223 35.000 m3 | 10.50000 367.50| 22.00000 770.00| 75.00000 2625.00 EXCAVATION, WATERWAY | | | 0010 204-02290 3.000 EACH| 500.00000 1500.00| 887.00000 2661.00| 475.00000 1425.00 SETTLEMENT PLATE | | | 0011 205-06931 125.000 Mg | 22.00000 2750.00| 33.00000 4125.00| 23.00000 2875.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 206-51230 46.000 m3 | 15.00000 690.00| 26.00000 1196.00| 45.00000 2070.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07500 810.000 m2 | 1.60000 1296.00| 19.75000 15997.50| 12.35000 10003.50 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1385672 |(3) 35-1801998 |RAGLE, INC. |FORCE CONSTRUCTION CO. INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 24.200 m3 | 45.00000 1089.00| 62.70000 1517.34| 75.00000 1815.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-01180 1194.000 Mg | 16.00000 19104.00| 16.73000 19975.62| 22.45000 26805.30 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 382.000 Mg | 52.00000 19864.00| 52.00000 19864.00| 57.90000 22117.80 HMA SURFACE, TYPE B | | | 0017 402-07438 1350.000 Mg | 39.00000 52650.00| 39.00000 52650.00| 40.00000 54000.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 977.000 Mg | 40.00000 39080.00| 40.00000 39080.00| 44.50000 43476.50 HMA BASE, TYPE B | | | 0019 404-05511 664.000 m2 | 3.75000 2490.00| 3.75000 2490.00| 4.10000 2722.40 SEAL COAT, 2 | | | 0020 406-05520 2.000 Mg | 200.00000 400.00| 200.00000 400.00| 220.00000 440.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1100.00000 4400.00| 1110.00000 4440.00| 1225.00000 4900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-94689 4.000 EACH| 2195.00000 8780.00| 1785.00000 7140.00| 2690.00000 10760.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-95203 4.000 EACH| 600.00000 2400.00| 515.00000 2060.00| 665.00000 2660.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0024 601-97774 1.000 EACH| 1200.00000 1200.00| 1075.00000 1075.00| 1335.00000 1335.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 118.110 m | 32.80000 3874.01| 34.00000 4015.74| 36.50000 4311.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99365 60.960 m | 42.65000 2599.94| 32.00000 1950.72| 47.50000 2895.60 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0027 602-06729 6.000 EACH| 7.00000 42.00| 7.00000 42.00| 55.00000 330.00 BARRIER DELINEATOR | | | 0028 610-06259 138.200 m2 | 55.00000 7601.00| 64.00000 8844.80| 72.50000 10019.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 615-06490 8.000 EACH| 95.00000 760.00| 125.00000 1000.00| 105.00000 840.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 495.00000 990.00| 535.00000 1070.00| 550.00000 1100.00 MONUMENT, B | | | 0031 616-02320 935.000 m2 | 1.85000 1729.75| 2.25000 2103.75| 3.10000 2898.50 GEOTEXTILES | | | 0032 616-06405 720.000 Mg | 20.00000 14400.00| 22.00000 15840.00| 27.00000 19440.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1385672 |(3) 35-1801998 |RAGLE, INC. |FORCE CONSTRUCTION CO. INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 2.000 EACH| 750.00000 1500.00| 500.00000 1000.00| 835.00000 1670.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01660 2190.000 m2 | 0.50000 1095.00| 0.84000 1839.60| 0.56000 1226.40 MULCHED SEEDING, LEGUME, 2 | | | 0035 621-01882 23.000 kg | 6.72000 154.56| 4.95000 113.85| 7.50000 172.50 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0036 621-06545 0.100 Mg | 385.00000 38.50| 500.00000 50.00| 1500.00000 150.00 FERTILIZER | | | 0037 621-06548 2.500 kg | 70.50000 176.25| 96.80000 242.00| 75.00000 187.50 SEED MIXTURE, CV | | | 0038 621-06559 2613.000 m2 | 0.55000 1437.15| 0.30000 783.90| 0.61000 1593.93 MULCHED SEEDING, R | | | 0039 621-06565 1.200 Mg | 515.00000 618.00| 350.90000 421.08| 850.00000 1020.00 MULCHING MATERIAL | | | 0040 621-06567 8.200 kL | 0.53000 4.35| 36.58000 299.96| 0.59000 4.84 WATER | | | 0041 621-06574 454.000 m2 | 6.75000 3064.50| 3.48000 1579.92| 7.50000 3405.00 SODDING | | | 0042 621-52448 14.000 EACH| 26.00000 364.00| 30.00000 420.00| 29.00000 406.00 SIGN, DO NOT SPRAY | | | 0043 622-52436 4.000 EACH| 26.00000 104.00| 30.00000 120.00| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH| 8.20000 410.00| 8.00000 400.00| 9.00000 450.00 SEEDLING | | | 0045 701-01849 195.500 m | 115.00000 22482.50| 146.00000 28543.00| 88.00000 17204.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0046 703-51030 1843.000 kg | 1.35000 2488.05| 1.73000 3188.39| 1.63000 3004.09 REINFORCING STEEL | | | 0047 703-51032 12644.000 kg | 1.55000 19598.20| 1.52000 19218.88| 1.68000 21241.92 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 90.800 m3 | 625.00000 56750.00| 514.00000 46671.20| 695.00000 63106.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 850.00000 3400.00| 1250.00000 5000.00| 1335.00000 5340.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 10.700 m3 | 400.00000 4280.00| 550.00000 5885.00| 585.00000 6259.50 CONCRETE, C, RAILING | | | 0051 707-05984 112.000 m | 350.00000 39200.00| 321.88000 36050.56| 407.00000 45584.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1385672 |(3) 35-1801998 |RAGLE, INC. |FORCE CONSTRUCTION CO. INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 2471.68000 2471.68| 2510.00000 2510.00| 2750.00000 2750.00 SURFACE SEAL | | | 0053 713-51335 LUMP| 131000.00000 131000.00| 90000.00000 90000.00| 120600.00000 120600.00 TEMPORARY BRIDGE AND APPROACHES | | | 0054 715-02629 2.000 EACH| 580.00000 1160.00| 450.00000 900.00| 785.00000 1570.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0055 715-05049 10.000 m | 35.00000 350.00| 132.00000 1320.00| 45.00000 450.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0056 715-05052 10.000 m | 55.00000 550.00| 135.00000 1350.00| 50.00000 500.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0057 715-05171 14.500 m | 85.00000 1232.50| 118.00000 1711.00| 105.00000 1522.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-05407 40.000 m | 22.00000 880.00| 18.00000 720.00| 24.00000 960.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-05440 3.000 m | 75.00000 225.00| 209.00000 627.00| 95.00000 285.00 PIPE, DRAIN TILE TERMINAL SECTION, 200 | | | mm | | | 0060 715-05443 3.000 m | 80.00000 240.00| 212.00000 636.00| 95.00000 285.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0061 801-04308 2.000 EACH| 295.00000 590.00| 295.00000 590.00| 330.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 1586.000 m | 0.94000 1490.84| 0.94000 1490.84| 1.05000 1665.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 2074.000 m | 3.00000 6222.00| 3.00000 6222.00| 3.00000 6222.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06640 19.000 EACH| 130.00000 2470.00| 130.00000 2470.00| 175.00000 3325.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 55.00000 605.00 CONSTRUCTION SIGN, B | | | 0066 801-06649 38.000 EACH| 9.50000 361.00| 9.50000 361.00| 10.50000 399.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-07118 28.800 m | 62.50000 1800.00| 62.50000 1800.00| 70.00000 2016.00 BARRICADE, III-A | | | 0068 808-06703 900.000 m | 1.21000 1089.00| 1.21000 1089.00| 1.35000 1215.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06716 325.000 m | 3.00000 975.00| 3.00000 975.00| 3.35000 1088.75 LINE, REMOVE | | | 0070 808-75240 113.000 m | 1.21000 136.73| 1.21000 136.73| 1.80000 203.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1385672 |(3) 35-1801998 |RAGLE, INC. |FORCE CONSTRUCTION CO. INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75245 612.000 m | 1.21000 740.52| 1.21000 740.52| 1.80000 1101.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0072 808-75998 35.000 EACH| 85.00000 2975.00| 85.00000 2975.00| 94.00000 3290.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 625,390.03| $ 646,715.40| $ 695,024.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,390.03| $ 646,715.40| $ 695,024.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2500.00000 15000.00| 2200.00000 13200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 500.00000 500.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 185.000 m2 | 15.00000 2775.00| 16.00000 2960.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 410.000 m3 | 20.00000 8200.00| 11.00000 4510.00| EXCAVATION, COMMON | | | 0008 203-02070 4614.000 m3 | 15.00000 69210.00| 14.00000 64596.00| BORROW | | | 0009 203-51223 35.000 m3 | 20.00000 700.00| 25.00000 875.00| EXCAVATION, WATERWAY | | | 0010 204-02290 3.000 EACH| 1000.00000 3000.00| 500.00000 1500.00| SETTLEMENT PLATE | | | 0011 205-06931 125.000 Mg | 25.00000 3125.00| 32.00000 4000.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 206-51230 46.000 m3 | 25.00000 1150.00| 42.00000 1932.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07500 810.000 m2 | 25.00000 20250.00| 19.75000 15997.50| SUBGRADE TREATMENT, TYPE C | | | 0014 211-06467 24.200 m3 | 35.00000 847.00| 50.00000 1210.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 303-01180 1194.000 Mg | 16.00000 19104.00| 18.85000 22506.90| COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 382.000 Mg | 57.00000 21774.00| 60.20000 22996.40| HMA SURFACE, TYPE B | | | 0017 402-07438 1350.000 Mg | 43.00000 58050.00| 43.20000 58320.00| HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 977.000 Mg | 44.00000 42988.00| 43.90000 42890.30| HMA BASE, TYPE B | | | 0019 404-05511 664.000 m2 | 4.10000 2722.40| 6.70000 4448.80| SEAL COAT, 2 | | | 0020 406-05520 2.000 Mg | 220.00000 440.00| 300.00000 600.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01522 4.000 EACH| 1402.50000 5610.00| 1275.00000 5100.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-94689 4.000 EACH| 2139.50000 8558.00| 1945.00000 7780.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-95203 4.000 EACH| 814.00000 3256.00| 740.00000 2960.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0024 601-97774 1.000 EACH| 825.00000 825.00| 750.00000 750.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 118.110 m | 33.00000 3897.63| 30.00000 3543.30| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99365 60.960 m | 44.00000 2682.24| 40.00000 2438.40| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0027 602-06729 6.000 EACH| 10.00000 60.00| 7.00000 42.00| BARRIER DELINEATOR | | | 0028 610-06259 138.200 m2 | 70.00000 9674.00| 85.00000 11747.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 615-06490 8.000 EACH| 123.00000 984.00| 112.00000 896.00| RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| MONUMENT, B | | | 0031 616-02320 935.000 m2 | 3.00000 2805.00| 3.50000 3272.50| GEOTEXTILES | | | 0032 616-06405 720.000 Mg | 22.00000 15840.00| 27.00000 19440.00| RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 643.50000 1287.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01660 2190.000 m2 | 0.62000 1357.80| 0.50000 1095.00| MULCHED SEEDING, LEGUME, 2 | | | 0035 621-01882 23.000 kg | 16.35000 376.05| 6.72000 154.56| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0036 621-06545 0.100 Mg | 1618.10000 161.81| 385.00000 38.50| FERTILIZER | | | 0037 621-06548 2.500 kg | 60.00000 150.00| 70.50000 176.25| SEED MIXTURE, CV | | | 0038 621-06559 2613.000 m2 | 0.55000 1437.15| 0.55000 1437.15| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 1.200 Mg | 1235.30000 1482.36| 515.00000 618.00| MULCHING MATERIAL | | | 0040 621-06567 8.200 kL | 0.60000 4.92| 0.53000 4.35| WATER | | | 0041 621-06574 454.000 m2 | 8.23000 3736.42| 6.75000 3064.50| SODDING | | | 0042 621-52448 14.000 EACH| 30.00000 420.00| 26.00000 364.00| SIGN, DO NOT SPRAY | | | 0043 622-52436 4.000 EACH| 30.00000 120.00| 26.00000 104.00| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH| 10.73000 536.50| 8.20000 410.00| SEEDLING | | | 0045 701-01849 195.500 m | 125.00000 24437.50| 110.00000 21505.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0046 703-51030 1843.000 kg | 1.25000 2303.75| 1.40000 2580.20| REINFORCING STEEL | | | 0047 703-51032 12644.000 kg | 1.35000 17069.40| 1.50000 18966.00| REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 90.800 m3 | 600.00000 54480.00| 825.00000 74910.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1150.00000 4600.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 10.700 m3 | 750.00000 8025.00| 550.00000 5885.00| CONCRETE, C, RAILING | | | 0051 707-05984 112.000 m | 400.00000 44800.00| 450.00000 50400.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP| 3000.00000 3000.00| 2510.00000 2510.00| SURFACE SEAL | | | 0053 713-51335 LUMP| 125000.00000 125000.00| 115000.00000 115000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0054 715-02629 2.000 EACH| 700.00000 1400.00| 950.00000 1900.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0055 715-05049 10.000 m | 30.00000 300.00| 70.00000 700.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0056 715-05052 10.000 m | 35.00000 350.00| 80.00000 800.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0057 715-05171 14.500 m | 100.00000 1450.00| 110.00000 1595.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-05407 40.000 m | 15.00000 600.00| 40.00000 1600.00| PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 463 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 799,684.00 ROUTE : SR 157 CALL ORDER : 463 CONTRACT ID : B -26658-A COUNTIES : GREENE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05440 3.000 m | 225.00000 675.00| 130.00000 390.00| PIPE, DRAIN TILE TERMINAL SECTION, 200 | | | mm | | | 0060 715-05443 3.000 m | 225.00000 675.00| 140.00000 420.00| PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0061 801-04308 2.000 EACH| 825.00000 1650.00| 215.00000 430.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 1586.000 m | 2.20000 3489.20| 0.84000 1332.24| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 2074.000 m | 3.85000 7984.90| 2.80000 5807.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06640 19.000 EACH| 220.00000 4180.00| 95.00000 1805.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 11.000 EACH| 77.00000 847.00| 35.00000 385.00| CONSTRUCTION SIGN, B | | | 0066 801-06649 38.000 EACH| 13.20000 501.60| 5.00000 190.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-07118 28.800 m | 55.00000 1584.00| 22.00000 633.60| BARRICADE, III-A | | | 0068 808-06703 900.000 m | 1.60000 1440.00| 1.35000 1215.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0069 808-06716 325.000 m | 2.00000 650.00| 2.30000 747.50| LINE, REMOVE | | | 0070 808-75240 113.000 m | 2.00000 226.00| 1.35000 152.55| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0071 808-75245 612.000 m | 1.60000 979.20| 1.35000 826.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0072 808-75998 35.000 EACH| 49.00000 1715.00| 48.00000 1680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 724,509.83| $ 738,843.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,509.83| $ 738,843.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 205 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9989031 9989031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,342,483.16 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,394,503.00 101.5563% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 3,457,800.00 103.4500% 4 35-1618530 AMERICAN CONTRACTING & SERVICES CONDITIONAL BID $ 3,489,171.80 104.3886% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,950,584.90 118.1931% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 27900.00000 27900.00| 27500.00000 27500.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1398.00000 20970.00| 1600.00000 24000.00| 1500.00000 22500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 173540.00000 173540.00| 155000.00000 155000.00| 172890.00000 172890.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19355.00000 19355.00| 16500.00000 16500.00| 17289.00000 17289.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 24136.00000 24136.00| 6000.00000 6000.00| 10000.00000 10000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02278 90.000 LFT | 10.84000 975.60| 4.50000 405.00| 6.00000 540.00 CURB, CONCRETE, REMOVE | | | 0007 202-02279 15.000 LFT | 27.32000 409.80| 8.00000 120.00| 14.00000 210.00 CURB AND GUTTER, REMOVE | | | 0008 202-51328 LUMP| 104218.00000 104218.00| 175000.00000 175000.00| 263093.00000 263093.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 165.000 SYS | 10.71000 1767.15| 4.00000 660.00| 5.00000 825.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-93047 3.000 EACH| 1500.00000 4500.00| 375.00000 1125.00| 500.00000 1500.00 MANHOLE, REMOVE | | | 0011 202-96133 425.000 LFT | 20.00000 8500.00| 2.00000 850.00| 20.00000 8500.00 PIPE, REMOVE | | | 0012 203-02000 3420.000 CYS | 7.51000 25684.20| 11.50000 39330.00| 9.25000 31635.00 EXCAVATION, COMMON | | | 0013 203-02010 114.000 CYS | 73.66000 8397.24| 125.00000 14250.00| 40.50000 4617.00 EXCAVATION, ROCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02070 19760.000 CYS | 10.31000 203725.60| 8.00000 158080.00| 7.15000 141284.00 BORROW | | | 0015 203-02070 5860.000 CYS | 12.26000 71843.60| 8.50000 49810.00| 8.50000 49810.00 BORROW , SPECIAL | | | 0016 203-02594 10.000 EACH| 9223.70000 92237.00| 5500.00000 55000.00| 2700.00000 27000.00 TIEBACK | | | 0017 204-02290 6.000 EACH| 908.16000 5448.96| 450.00000 2700.00| 1050.00000 6300.00 SETTLEMENT PLATE | | | 0018 205-06932 20.000 LFT | 20.75000 415.00| 10.00000 200.00| 21.00000 420.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 4.000 EACH| 65.00000 260.00| 85.00000 340.00| 70.00000 280.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 425.000 LFT | 2.42000 1028.50| 2.50000 1062.50| 2.50000 1062.50 TEMPORARY SILT FENCE | | | 0021 206-51230 335.000 CYS | 55.85000 18709.75| 12.50000 4187.50| 20.00000 6700.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 207-07500 1590.000 SYS | 6.00000 9540.00| 4.50000 7155.00| 9.50000 15105.00 SUBGRADE TREATMENT, TYPE C | | | 0023 210-07600 400.000 SFT | 23.89000 9556.00| 17.00000 6800.00| 10.00000 4000.00 HAND TOOLING | | | 0024 211-06467 157.000 CYS | 26.85000 4215.45| 60.00000 9420.00| 36.00000 5652.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 5683.000 CYS | 16.75000 95190.25| 9.00000 51147.00| 12.00000 68196.00 STRUCTURE BACKFILL | | | 0026 213-52830 90.000 CYS | 74.85000 6736.50| 75.00000 6750.00| 70.00000 6300.00 FLOWABLE MORTAR | | | 0027 301-07448 178.000 TON | 22.06000 3926.68| 30.00000 5340.00| 25.00000 4450.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 402-07433 190.000 TON | 65.00000 12350.00| 79.00000 15010.00| 79.00000 15010.00 HMA SURFACE, TYPE B | | | 0029 402-07438 165.000 TON | 59.00000 9735.00| 71.00000 11715.00| 71.00000 11715.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07441 605.000 TON | 55.00000 33275.00| 59.00000 35695.00| 59.00000 35695.00 HMA BASE, TYPE B | | | 0031 402-07451 236.000 TON | 57.00000 13452.00| 57.00000 13452.00| 57.00000 13452.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0032 406-05521 6090.000 SYS | 0.05000 304.50| 0.04000 243.60| 0.05000 304.50 ASPHALT FOR TACK COAT | | | 0033 601-01522 2.000 EACH| 1325.00000 2650.00| 1385.00000 2770.00| 1325.00000 2650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-06035 220.000 LFT | 9.75000 2145.00| 10.30000 2266.00| 9.75000 2145.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94689 2.000 EACH| 2000.00000 4000.00| 2475.00000 4950.00| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH| 750.00000 750.00| 780.00000 780.00| 750.00000 750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 262.500 LFT | 10.00000 2625.00| 10.40000 2730.00| 10.00000 2625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 604-06069 35.000 SYS | 65.00000 2275.00| 70.00000 2450.00| 50.00000 1750.00 CURB RAMP, CONCRETE | | | 0039 604-06070 608.000 SYS | 20.25000 12312.00| 23.00000 13984.00| 21.00000 12768.00 SIDEWALK, CONCRETE | | | 0040 605-06120 148.000 LFT | 20.00000 2960.00| 22.00000 3256.00| 25.00000 3700.00 CURB, CONCRETE | | | 0041 605-06150 1251.000 LFT | 22.50000 28147.50| 15.20000 19015.20| 20.50000 25645.50 CURB AND GUTTER, C, CONCRETE | | | 0042 610-06259 172.000 SYS | 62.20000 10698.40| 50.00000 8600.00| 68.00000 11696.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0043 611-05330 47.000 SYS | 27.00000 1269.00| 46.00000 2162.00| 49.00000 2303.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0044 615-99189 4.000 EACH| 582.44000 2329.76| 250.00000 1000.00| 400.00000 1600.00 PLAQUE, ALUMINUM | | | 0045 616-02305 160.000 CYS | 139.42000 22307.20| 140.00000 22400.00| 185.00000 29600.00 GABIONS | | | 0046 616-02320 2080.000 SYS | 2.51000 5220.80| 2.00000 4160.00| 1.85000 3848.00 GEOTEXTILES | | | 0047 616-06405 1488.000 TON | 16.60000 24700.80| 22.00000 32736.00| 18.50000 27528.00 RIPRAP, REVETMENT | | | 0048 619-04414 2.000 EACH| 653.28000 1306.56| 250.00000 500.00| 1375.00000 2750.00 DRAIN EXTENSION | | | 0049 621-01004 2.000 EACH| 675.00000 1350.00| 530.00000 1060.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02363 4945.000 SYS | 0.30000 1483.50| 0.23000 1137.35| 0.35000 1730.75 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0051 621-02770 2945.000 SYS | 1.42000 4181.90| 2.00000 5890.00| 1.50000 4417.50 EROSION CONTROL BLANKET | | | 0052 621-06548 10.000 LBS | 25.00000 250.00| 45.00000 450.00| 27.00000 270.00 SEED MIXTURE, CV | | | 0053 621-06560 3685.000 SYS | 0.38000 1400.30| 0.27000 994.95| 0.40000 1474.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06567 2.000 MG | 2.00000 4.00| 310.00000 620.00| 2.20000 4.40 WATER | | | 0055 621-06574 386.000 SYS | 7.28000 2810.08| 4.40000 1698.40| 8.00000 3088.00 SODDING | | | 0056 701-05561 315.000 LFT | 112.82000 35538.30| 145.00000 45675.00| 120.00000 37800.00 DRILLED SHAFT | | | 0057 701-05783 10.000 HRS | 300.00000 3000.00| 525.00000 5250.00| 450.00000 4500.00 OBSTRUCTIONS DURING DRILLED SHAFT | | | EXCAVATION | | | 0058 701-06011 1.000 EACH| 3083.76000 3083.76| 950.00000 950.00| 400.00000 400.00 DYNAMIC PILE LOAD TEST | | | 0059 701-06012 1.000 EACH| 2207.28000 2207.28| 625.00000 625.00| 650.00000 650.00 TEST PILE, RESTRIKE STEEL H-PILE HP 14 | | | X 73 | | | 0060 701-06027 1.000 EACH| 2769.00000 2769.00| 2900.00000 2900.00| 800.00000 800.00 TEST PILE STEEL H-PILE HP 14 X 73 | | | 0061 701-91792 12.000 EACH| 62.15000 745.80| 130.00000 1560.00| 125.00000 1500.00 PILE TIP, STEEL H | | | 0062 701-93575 900.000 LFT | 30.62000 27558.00| 30.00000 27000.00| 26.00000 23400.00 PILE, STEEL H, HP 14 X 73 | | | 0063 702-51005 534.400 CYS | 366.76000 195996.54| 550.00000 293920.00| 475.00000 253840.00 CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51110 2056.000 LBS | 2.85000 5859.60| 2.85000 5859.60| 2.30000 4728.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 702-51863 622.000 EACH| 10.35000 6437.70| 9.00000 5598.00| 10.00000 6220.00 FIELD DRILLED HOLE IN CONCRETE | | | 0066 702-90915 7.800 CYS | 440.32000 3434.50| 900.00000 7020.00| 850.00000 6630.00 CONCRETE, A | | | 0067 703-51030 36041.000 LBS | 0.57000 20543.37| 0.50000 18020.50| 0.50000 18020.50 REINFORCING STEEL | | | 0068 703-51032 209586.000 LBS | 0.66000 138326.76| 0.55000 115272.30| 0.58000 121559.88 REINFORCING STEEL, EPOXY COATED | | | 0069 703-97936 18.000 EACH| 18.26000 328.68| 11.00000 198.00| 14.50000 261.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0070 704-51002 823.600 CYS | 345.96000 284932.66| 300.00000 247080.00| 350.00000 288260.00 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-06349 850.560 LFT | 58.95000 50140.51| 85.00000 72297.60| 72.00000 61240.32 RAILING, TX , MODIFIED | | | 0072 706-06372 2.000 EACH| 1574.22000 3148.44| 1800.00000 3600.00| 1650.00000 3300.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 707-06404 1652.500 LFT | 164.28000 271472.70| 160.00000 264400.00| 185.00000 305712.50 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | 0074 707-07599 LUMP| 296525.00000 296525.00| 255000.00000 255000.00| 265000.00000 265000.00 STRUCTURAL MEMBERS , CONCRETE, FASCIA | | | PANEL | | | 0075 709-51821 LUMP| 12066.00000 12066.00| 12600.00000 12600.00| 13500.00000 13500.00 SURFACE SEAL | | | 0076 710-51870 100.000 SFT | 41.51000 4151.00| 100.00000 10000.00| 50.00000 5000.00 REPOINTING MASONRY IN STRUCTURES | | | 0077 714-05867 9586.000 SFT | 21.57000 206770.02| 26.00000 249236.00| 24.00000 230064.00 WALL FACING, CONCRETE | | | 0078 715-01472 4.000 EACH| 1085.90000 4343.60| 700.00000 2800.00| 600.00000 2400.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0079 715-04629 2.000 EACH| 2870.00000 5740.00| 400.00000 800.00| 250.00000 500.00 PIPE SUPPORT ASSEMBLY | | | 0080 715-05151 222.000 LFT | 33.80000 7503.60| 28.00000 6216.00| 28.00000 6216.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0081 715-05152 307.000 LFT | 32.64000 10020.48| 30.00000 9210.00| 40.00000 12280.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0082 715-05417 425.000 LFT | 127.00000 53975.00| 175.00000 74375.00| 140.00000 59500.00 PIPE, SANITARY SEWER, 30 IN. | | | 0083 715-91361 56.000 LFT | 12.00000 672.00| 30.00000 1680.00| 31.00000 1736.00 PIPE, PVC, 6 IN. | | | 0084 720-03280 3.000 EACH| 4270.00000 12810.00| 4300.00000 12900.00| 5000.00000 15000.00 MANHOLE, J, MODIFIED | | | 0085 720-44000 1.000 EACH| 1570.00000 1570.00| 225.00000 225.00| 350.00000 350.00 CASTING, ADJUST TO GRADE | | | 0086 720-45035 1.000 EACH| 2057.00000 2057.00| 975.00000 975.00| 1300.00000 1300.00 INLET, F7 | | | 0087 720-45410 2.000 EACH| 3708.00000 7416.00| 1750.00000 3500.00| 2500.00000 5000.00 MANHOLE, C4 | | | 0088 720-45605 24.500 LFT | 176.00000 4312.00| 305.00000 7472.50| 150.00000 3675.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0089 720-98174 5.000 EACH| 1881.00000 9405.00| 1610.00000 8050.00| 1750.00000 8750.00 INLET, B15 | | | 0090 720-98555 5.000 EACH| 1947.00000 9735.00| 1610.00000 8050.00| 1700.00000 8500.00 INLET, C15 | | | 0091 722-60824 950.000 SYS | 5.00000 4750.00| 5.50000 5225.00| 6.00000 5700.00 SURFACE MILLING | | | 0092 724-51925 97.300 LFT | 101.00000 9827.30| 120.00000 11676.00| 125.00000 12162.50 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 725-03133 917.000 SFT | 35.00000 32095.00| 30.00000 27510.00| 16.00000 14672.00 CONCRETE FACING , 10 INCH | | | 0094 725-03133 6030.000 SFT | 14.55000 87736.50| 24.70000 148941.00| 24.00000 144720.00 CONCRETE FACING , 5 INCH | | | 0095 728-98377 LUMP| 66635.00000 66635.00| 70000.00000 70000.00| 68000.00000 68000.00 MASONRY COATING | | | 0096 731-07016 9586.000 SFT | 6.04000 57899.44| 8.25000 79084.50| 9.35000 89629.10 FACE PANELS, WIRE | | | 0097 731-93946 9586.000 SFT | 3.96000 37960.56| 7.25000 69498.50| 4.00000 38344.00 WALL ERECTION | | | 0098 731-93947 286.330 LFT | 104.00000 29778.32| 40.00000 11453.20| 55.00000 15748.15 LEVELING PAD, CONCRETE | | | 0099 801-04308 7.000 EACH| 650.00000 4550.00| 250.00000 1750.00| 260.00000 1820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06640 10.000 EACH| 300.00000 3000.00| 110.00000 1100.00| 120.00000 1200.00 CONSTRUCTION SIGN, A | | | 0101 801-07118 216.000 LFT | 24.00000 5184.00| 14.00000 3024.00| 14.00000 3024.00 BARRICADE, III-A | | | 0102 801-07119 72.000 LFT | 24.00000 1728.00| 13.80000 993.60| 14.00000 1008.00 BARRICADE, III-B | | | 0103 802-76025 12.500 SFT | 22.69000 283.63| 23.75000 296.88| 25.00000 312.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 802-76055 29.000 LFT | 8.04000 233.16| 8.50000 246.50| 9.00000 261.00 SIGN POST, A | | | 0105 805-01815 4.000 EACH| 2314.77000 9259.08| 2340.00000 9360.00| 2500.00000 10000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0106 805-01842 4.000 EACH| 1460.27000 5841.08| 1500.00000 6000.00| 1650.00000 6600.00 HANDHOLE, SIGNAL | | | 0107 805-01844 360.000 LFT | 27.22000 9799.20| 28.40000 10224.00| 30.00000 10800.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0108 805-06592 40.000 LFT | 17.91000 716.40| 19.00000 760.00| 20.00000 800.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0109 805-06595 1800.000 LFT | 8.95000 16110.00| 9.35000 16830.00| 9.00000 16200.00 CONDUIT, PVC, 2 IN. | | | 0110 805-78100 1.000 EACH| 7758.18000 7758.18| 8383.00000 8383.00| 8500.00000 8500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 8.000 EACH| 551.79000 4414.32| 575.00000 4600.00| 600.00000 4800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-78415 4.000 EACH| 1064.06000 4256.24| 1100.00000 4400.00| 1150.00000 4600.00 SPAN, CATENARY, AND TETHER | | | 0113 805-78420 4.000 EACH| 183.84000 735.36| 184.00000 736.00| 200.00000 800.00 DISCONNECT HANGER | | | 0114 805-78445 1.000 EACH| 429.69000 429.69| 430.00000 430.00| 470.00000 470.00 SIGNAL SERVICE | | | 0115 805-78467 50.000 LFT | 1.19000 59.50| 1.25000 62.50| 1.20000 60.00 SIGNAL CABLE, 3C 8GA. | | | 0116 805-78470 600.000 LFT | 1.60000 960.00| 1.65000 990.00| 1.70000 1020.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0117 805-78485 225.000 LFT | 0.80000 180.00| 0.85000 191.25| 0.90000 202.50 SIGNAL CABLE, 5C 14GA. | | | 0118 805-78490 350.000 LFT | 0.91000 318.50| 0.95000 332.50| 1.00000 350.00 SIGNAL CABLE, 7C 14GA. | | | 0119 805-78510 750.000 LFT | 0.71000 532.50| 0.75000 562.50| 0.80000 600.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0120 805-78784 6.000 EACH| 22.69000 136.14| 23.00000 138.00| 25.00000 150.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0121 805-78785 6.000 EACH| 738.38000 4430.28| 770.00000 4620.00| 800.00000 4800.00 SIGNAL DETECTOR HOUSING | | | 0122 805-78795 650.000 LFT | 6.59000 4283.50| 6.90000 4485.00| 7.25000 4712.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0123 805-78925 1.000 EACH| 859.38000 859.38| 900.00000 900.00| 950.00000 950.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0124 805-81032 4.000 EACH| 2272.19000 9088.76| 2375.00000 9500.00| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0125 805-86838 7088.000 LFT | 0.91000 6450.08| 0.95000 6733.60| 1.00000 7088.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0126 805-86889 1600.000 LFT | 0.46000 736.00| 0.48000 768.00| 0.50000 800.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0127 805-86920 56.000 EACH| 37.37000 2092.72| 39.00000 2184.00| 40.00000 2240.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0128 805-86925 4.000 EACH| 43.92000 175.68| 45.00000 180.00| 50.00000 200.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0129 805-86930 8.000 EACH| 36.16000 289.28| 37.70000 301.60| 40.00000 320.00 INSULATING LINK, NOT WATERPROOFED | | | 0130 807-02191 10.000 EACH| 316.94000 3169.40| 331.20000 3312.00| 350.00000 3500.00 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 807-02817 6.000 EACH| 736.63000 4419.78| 770.00000 4620.00| 800.00000 4800.00 CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0132 807-03950 16.000 EACH| 804.38000 12870.08| 840.00000 13440.00| 900.00000 14400.00 LUMINAIRE, ORNAMENTAL | | | 0133 807-03951 10.000 EACH| 2042.43000 20424.30| 2100.00000 21000.00| 2200.00000 22000.00 LIGHT POLE, ORNAMENTAL , 23 FT. TALL | | | WITH 8 FT. LUMINAIRE ARM, BRIDGE RAIL | | | MOUNTED | | | 0135 807-04652 1.000 EACH| 2526.58000 2526.58| 2500.00000 2500.00| 2600.00000 2600.00 SERVICE POINT | | | 0136 808-06714 3216.000 LFT | 0.20000 643.20| 0.30000 964.80| 0.30000 964.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0137 808-06716 540.000 LFT | 0.50000 270.00| 1.00000 540.00| 1.10000 594.00 LINE, REMOVE | | | 0138 808-06721 396.000 LFT | 0.25000 99.00| 0.52000 205.92| 0.50000 198.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0139 808-06726 94.000 LFT | 2.00000 188.00| 2.05000 192.70| 2.20000 206.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0140 807-03951 6.000 EACH| 1940.13000 11640.78| 1998.00000 11988.00| 2100.00000 12600.00 LIGHT POLE, ORNAMENTAL , 27 FT. TALL | | | WITH 8 FT. LUMINAIRE ARM, FOUNDATION | | | MOUNTED | | | 0141 202-96151 LUMP| 584.38000 584.38| 495.45000 495.45| 600.00000 600.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 3,342,483.16| $ 3,394,503.00| $ 3,457,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,342,483.16| $ 3,394,503.00| $ 3,457,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 32000.00000 32000.00| 25200.00000 25200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1200.00000 18000.00| 2000.00000 30000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 190000.00000 190000.00| 200000.00000 200000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17400.00000 17400.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02278 90.000 LFT | 10.00000 900.00| 8.00000 720.00| CURB, CONCRETE, REMOVE | | | 0007 202-02279 15.000 LFT | 25.00000 375.00| 10.00000 150.00| CURB AND GUTTER, REMOVE | | | 0008 202-51328 LUMP| 175000.00000 175000.00| 170000.00000 170000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 165.000 SYS | 15.00000 2475.00| 15.00000 2475.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-93047 3.000 EACH| 350.00000 1050.00| 350.00000 1050.00| MANHOLE, REMOVE | | | 0011 202-96133 425.000 LFT | 12.00000 5100.00| 25.00000 10625.00| PIPE, REMOVE | | | 0012 203-02000 3420.000 CYS | 10.00000 34200.00| 15.00000 51300.00| EXCAVATION, COMMON | | | 0013 203-02010 114.000 CYS | 45.00000 5130.00| 85.00000 9690.00| EXCAVATION, ROCK | | | 0014 203-02070 19760.000 CYS | 15.00000 296400.00| 20.00000 395200.00| BORROW | | | 0015 203-02070 5860.000 CYS | 20.00000 117200.00| 35.00000 205100.00| BORROW , SPECIAL | | | 0016 203-02594 10.000 EACH| 4000.00000 40000.00| 2860.00000 28600.00| TIEBACK | | | 0017 204-02290 6.000 EACH| 1300.00000 7800.00| 900.00000 5400.00| SETTLEMENT PLATE | | | 0018 205-06932 20.000 LFT | 8.00000 160.00| 7.90000 158.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 4.000 EACH| 62.00000 248.00| 60.00000 240.00| TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 425.000 LFT | 2.50000 1062.50| 2.35000 998.75| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 206-51230 335.000 CYS | 6.00000 2010.00| 30.00000 10050.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 207-07500 1590.000 SYS | 2.00000 3180.00| 14.50000 23055.00| SUBGRADE TREATMENT, TYPE C | | | 0023 210-07600 400.000 SFT | 25.00000 10000.00| 25.00000 10000.00| HAND TOOLING | | | 0024 211-06467 157.000 CYS | 75.00000 11775.00| 45.00000 7065.00| AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 5683.000 CYS | 30.00000 170490.00| 23.00000 130709.00| STRUCTURE BACKFILL | | | 0026 213-52830 90.000 CYS | 55.00000 4950.00| 100.00000 9000.00| FLOWABLE MORTAR | | | 0027 301-07448 178.000 TON | 25.00000 4450.00| 25.00000 4450.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 402-07433 190.000 TON | 80.00000 15200.00| 79.00000 15010.00| HMA SURFACE, TYPE B | | | 0029 402-07438 165.000 TON | 72.00000 11880.00| 71.00000 11715.00| HMA INTERMEDIATE, TYPE B | | | 0030 402-07441 605.000 TON | 60.00000 36300.00| 59.00000 35695.00| HMA BASE, TYPE B | | | 0031 402-07451 236.000 TON | 60.00000 14160.00| 57.00000 13452.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0032 406-05521 6090.000 SYS | 0.05000 304.50| 0.05000 304.50| ASPHALT FOR TACK COAT | | | 0033 601-01522 2.000 EACH| 1400.00000 2800.00| 1325.00000 2650.00| GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-06035 220.000 LFT | 10.00000 2200.00| 9.75000 2145.00| GUARDRAIL, RESET | | | 0035 601-94689 2.000 EACH| 2200.00000 4400.00| 2000.00000 4000.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH| 800.00000 800.00| 750.00000 750.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 262.500 LFT | 12.00000 3150.00| 10.00000 2625.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 604-06069 35.000 SYS | 45.00000 1575.00| 55.00000 1925.00| CURB RAMP, CONCRETE | | | 0039 604-06070 608.000 SYS | 20.00000 12160.00| 35.00000 21280.00| SIDEWALK, CONCRETE | | | 0040 605-06120 148.000 LFT | 12.00000 1776.00| 12.00000 1776.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 605-06150 1251.000 LFT | 15.00000 18765.00| 18.00000 22518.00| CURB AND GUTTER, C, CONCRETE | | | 0042 610-06259 172.000 SYS | 50.00000 8600.00| 70.00000 12040.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0043 611-05330 47.000 SYS | 40.00000 1880.00| 45.00000 2115.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0044 615-99189 4.000 EACH| 850.00000 3400.00| 2208.81000 8835.24| PLAQUE, ALUMINUM | | | 0045 616-02305 160.000 CYS | 125.00000 20000.00| 135.00000 21600.00| GABIONS | | | 0046 616-02320 2080.000 SYS | 2.00000 4160.00| 2.00000 4160.00| GEOTEXTILES | | | 0047 616-06405 1488.000 TON | 20.00000 29760.00| 22.00000 32736.00| RIPRAP, REVETMENT | | | 0048 619-04414 2.000 EACH| 400.00000 800.00| 800.00000 1600.00| DRAIN EXTENSION | | | 0049 621-01004 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02363 4945.000 SYS | 0.40000 1978.00| 0.36000 1780.20| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0051 621-02770 2945.000 SYS | 1.50000 4417.50| 1.40000 4123.00| EROSION CONTROL BLANKET | | | 0052 621-06548 10.000 LBS | 33.00000 330.00| 32.00000 320.00| SEED MIXTURE, CV | | | 0053 621-06560 3685.000 SYS | 0.50000 1842.50| 0.42000 1547.70| MULCHED SEEDING, U | | | 0054 621-06567 2.000 MG | 2.00000 4.00| 2.00000 4.00| WATER | | | 0055 621-06574 386.000 SYS | 5.50000 2123.00| 5.30000 2045.80| SODDING | | | 0056 701-05561 315.000 LFT | 130.00000 40950.00| 170.00000 53550.00| DRILLED SHAFT | | | 0057 701-05783 10.000 HRS | 650.00000 6500.00| 400.00000 4000.00| OBSTRUCTIONS DURING DRILLED SHAFT | | | EXCAVATION | | | 0058 701-06011 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| DYNAMIC PILE LOAD TEST | | | 0059 701-06012 1.000 EACH| 1700.00000 1700.00| 500.00000 500.00| TEST PILE, RESTRIKE STEEL H-PILE HP 14 | | | X 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 701-06027 1.000 EACH| 1700.00000 1700.00| 500.00000 500.00| TEST PILE STEEL H-PILE HP 14 X 73 | | | 0061 701-91792 12.000 EACH| 100.00000 1200.00| 115.00000 1380.00| PILE TIP, STEEL H | | | 0062 701-93575 900.000 LFT | 25.00000 22500.00| 25.00000 22500.00| PILE, STEEL H, HP 14 X 73 | | | 0063 702-51005 534.400 CYS | 300.00000 160320.00| 325.00000 173680.00| CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51110 2056.000 LBS | 2.40000 4934.40| 3.00000 6168.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 702-51863 622.000 EACH| 32.00000 19904.00| 7.00000 4354.00| FIELD DRILLED HOLE IN CONCRETE | | | 0066 702-90915 7.800 CYS | 600.00000 4680.00| 650.00000 5070.00| CONCRETE, A | | | 0067 703-51030 36041.000 LBS | 0.70000 25228.70| 0.60000 21624.60| REINFORCING STEEL | | | 0068 703-51032 209586.000 LBS | 0.65000 136230.90| 0.70000 146710.20| REINFORCING STEEL, EPOXY COATED | | | 0069 703-97936 18.000 EACH| 20.00000 360.00| 10.00000 180.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0070 704-51002 823.600 CYS | 300.00000 247080.00| 350.00000 288260.00| CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-06349 850.560 LFT | 90.00000 76550.40| 65.00000 55286.40| RAILING, TX , MODIFIED | | | 0072 706-06372 2.000 EACH| 1900.00000 3800.00| 1650.00000 3300.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0073 707-06404 1652.500 LFT | 142.00000 234655.00| 300.00000 495750.00| STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM| | | 0074 707-07599 LUMP| 235000.00000 235000.00| 200000.00000 200000.00| STRUCTURAL MEMBERS , CONCRETE, FASCIA | | | PANEL | | | 0075 709-51821 LUMP| 12500.00000 12500.00| 11930.00000 11930.00| SURFACE SEAL | | | 0076 710-51870 100.000 SFT | 65.00000 6500.00| 150.00000 15000.00| REPOINTING MASONRY IN STRUCTURES | | | 0077 714-05867 9586.000 SFT | 20.00000 191720.00| 20.00000 191720.00| WALL FACING, CONCRETE | | | 0078 715-01472 4.000 EACH| 1400.00000 5600.00| 550.00000 2200.00| PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-04629 2.000 EACH| 220.00000 440.00| 250.00000 500.00| PIPE SUPPORT ASSEMBLY | | | 0080 715-05151 222.000 LFT | 22.00000 4884.00| 35.00000 7770.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0081 715-05152 307.000 LFT | 40.00000 12280.00| 45.00000 13815.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0082 715-05417 425.000 LFT | 90.00000 38250.00| 75.00000 31875.00| PIPE, SANITARY SEWER, 30 IN. | | | 0083 715-91361 56.000 LFT | 12.00000 672.00| 24.00000 1344.00| PIPE, PVC, 6 IN. | | | 0084 720-03280 3.000 EACH| 3500.00000 10500.00| 2500.00000 7500.00| MANHOLE, J, MODIFIED | | | 0085 720-44000 1.000 EACH| 750.00000 750.00| 500.00000 500.00| CASTING, ADJUST TO GRADE | | | 0086 720-45035 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| INLET, F7 | | | 0087 720-45410 2.000 EACH| 2200.00000 4400.00| 2000.00000 4000.00| MANHOLE, C4 | | | 0088 720-45605 24.500 LFT | 280.00000 6860.00| 125.00000 3062.50| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0089 720-98174 5.000 EACH| 2200.00000 11000.00| 1575.00000 7875.00| INLET, B15 | | | 0090 720-98555 5.000 EACH| 2200.00000 11000.00| 1650.00000 8250.00| INLET, C15 | | | 0091 722-60824 950.000 SYS | 5.00000 4750.00| 6.00000 5700.00| SURFACE MILLING | | | 0092 724-51925 97.300 LFT | 140.00000 13622.00| 125.00000 12162.50| STRUCTURAL EXPANSION JOINT, SS | | | 0093 725-03133 917.000 SFT | 25.00000 22925.00| 28.00000 25676.00| CONCRETE FACING , 10 INCH | | | 0094 725-03133 6030.000 SFT | 25.00000 150750.00| 26.00000 156780.00| CONCRETE FACING , 5 INCH | | | 0095 728-98377 LUMP| 67000.00000 67000.00| 80550.00000 80550.00| MASONRY COATING | | | 0096 731-07016 9586.000 SFT | 9.00000 86274.00| 6.50000 62309.00| FACE PANELS, WIRE | | | 0097 731-93946 9586.000 SFT | 7.00000 67102.00| 6.50000 62309.00| WALL ERECTION | | | 0098 731-93947 286.330 LFT | 25.00000 7158.25| 27.00000 7730.91| LEVELING PAD, CONCRETE | | | 0099 801-04308 7.000 EACH| 250.00000 1750.00| 240.00000 1680.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-06640 10.000 EACH| 110.00000 1100.00| 105.00000 1050.00| CONSTRUCTION SIGN, A | | | 0101 801-07118 216.000 LFT | 13.00000 2808.00| 12.90000 2786.40| BARRICADE, III-A | | | 0102 801-07119 72.000 LFT | 13.00000 936.00| 12.90000 928.80| BARRICADE, III-B | | | 0103 802-76025 12.500 SFT | 2.00000 25.00| 22.69000 283.63| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 802-76055 29.000 LFT | 8.10000 234.90| 8.04000 233.16| SIGN POST, A | | | 0105 805-01815 4.000 EACH| 2500.00000 10000.00| 2328.77000 9315.08| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0106 805-01842 4.000 EACH| 1500.00000 6000.00| 1460.27000 5841.08| HANDHOLE, SIGNAL | | | 0107 805-01844 360.000 LFT | 28.00000 10080.00| 27.22000 9799.20| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0108 805-06592 40.000 LFT | 18.00000 720.00| 17.91000 716.40| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0109 805-06595 1800.000 LFT | 9.00000 16200.00| 8.95000 16110.00| CONDUIT, PVC, 2 IN. | | | 0110 805-78100 1.000 EACH| 8000.00000 8000.00| 7758.18000 7758.18| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 8.000 EACH| 570.00000 4560.00| 551.79000 4414.32| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0112 805-78415 4.000 EACH| 1100.00000 4400.00| 1064.26000 4257.04| SPAN, CATENARY, AND TETHER | | | 0113 805-78420 4.000 EACH| 190.00000 760.00| 183.84000 735.36| DISCONNECT HANGER | | | 0114 805-78445 1.000 EACH| 430.00000 430.00| 429.69000 429.69| SIGNAL SERVICE | | | 0115 805-78467 50.000 LFT | 1.25000 62.50| 1.19000 59.50| SIGNAL CABLE, 3C 8GA. | | | 0116 805-78470 600.000 LFT | 1.75000 1050.00| 1.60000 960.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0117 805-78485 225.000 LFT | 1.25000 281.25| 0.80000 180.00| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 805-78490 350.000 LFT | 1.00000 350.00| 0.91000 318.50| SIGNAL CABLE, 7C 14GA. | | | 0119 805-78510 750.000 LFT | 0.75000 562.50| 0.71000 532.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0120 805-78784 6.000 EACH| 25.00000 150.00| 22.69000 136.14| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0121 805-78785 6.000 EACH| 750.00000 4500.00| 738.38000 4430.28| SIGNAL DETECTOR HOUSING | | | 0122 805-78795 650.000 LFT | 7.00000 4550.00| 6.59000 4283.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0123 805-78925 1.000 EACH| 860.00000 860.00| 859.38000 859.38| CONTROLLER CABINET FOUNDATION, P1 | | | 0124 805-81032 4.000 EACH| 2300.00000 9200.00| 2272.19000 9088.76| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0125 805-86838 7088.000 LFT | 1.00000 7088.00| 0.91000 6450.08| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0126 805-86889 1600.000 LFT | 0.50000 800.00| 0.46000 736.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0127 805-86920 56.000 EACH| 38.00000 2128.00| 37.37000 2092.72| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0128 805-86925 4.000 EACH| 45.00000 180.00| 43.92000 175.68| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0129 805-86930 8.000 EACH| 40.00000 320.00| 36.16000 289.28| INSULATING LINK, NOT WATERPROOFED | | | 0130 807-02191 10.000 EACH| 320.00000 3200.00| 316.94000 3169.40| HANDHOLE, LIGHTING | | | 0131 807-02817 6.000 EACH| 750.00000 4500.00| 736.63000 4419.78| CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0132 807-03950 16.000 EACH| 810.00000 12960.00| 804.38000 12870.08| LUMINAIRE, ORNAMENTAL | | | 0133 807-03951 10.000 EACH| 2100.00000 21000.00| 2042.43000 20424.30| LIGHT POLE, ORNAMENTAL , 23 FT. TALL | | | WITH 8 FT. LUMINAIRE ARM, BRIDGE RAIL | | | MOUNTED | | | 0135 807-04652 1.000 EACH| 2600.00000 2600.00| 2526.58000 2526.58| SERVICE POINT | | | 0136 808-06714 3216.000 LFT | 0.30000 964.80| 0.29000 932.64| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 473 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,871,921.03 ROUTE : MAIN ST (RICHMOND) CALL ORDER : 473 CONTRACT ID : B -26702-A COUNTIES : WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 | |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 808-06716 540.000 LFT | 1.10000 594.00| 1.00000 540.00| LINE, REMOVE | | | 0138 808-06721 396.000 LFT | 0.55000 217.80| 0.50000 198.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0139 808-06726 94.000 LFT | 2.10000 197.40| 2.00000 188.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0140 807-03951 6.000 EACH| 2000.00000 12000.00| 1940.13000 11640.78| LIGHT POLE, ORNAMENTAL , 27 FT. TALL | | | WITH 8 FT. LUMINAIRE ARM, FOUNDATION | | | MOUNTED | | | 0141 202-96151 LUMP| 600.00000 600.00| 584.38000 584.38| TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 3,489,171.80| $ 3,950,584.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,489,171.80| $ 3,950,584.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 477 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : PARK ROAD CALL ORDER : 477 CONTRACT ID : B -26723-C COUNTIES : JEFFERSON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 300,202.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : M080004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,963,458.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,087,508.93 106.3179% 3 35-1609544 SCHUTT-LOOKABILL CO $ 2,118,233.44 107.8827% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,217,617.39 112.9444% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 12750.00000 12750.00| 8000.00000 8000.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1200.00000 12000.00| 2000.00000 20000.00| 2000.00000 20000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 98000.00000 98000.00| 100000.00000 100000.00| 105900.00000 105900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 9491.03000 9491.03 CLEARING RIGHT OF WAY | | | 0005 202-01405 20.000 m3 | 125.00000 2500.00| 200.00000 4000.00| 168.68000 3373.60 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-51328 LUMP| 95000.00000 95000.00| 150000.00000 150000.00| 226395.00000 226395.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 203-02000 543.000 m3 | 12.00000 6516.00| 20.00000 10860.00| 20.74000 11261.82 EXCAVATION, COMMON | | | 0008 203-02070 921.000 m3 | 2.50000 2302.50| 25.00000 23025.00| 0.01000 9.21 BORROW | | | 0009 206-51215 59.000 m3 | 130.00000 7670.00| 110.00000 6490.00| 200.00000 11800.00 EXCAVATION, X | | | 0010 206-51220 509.000 m3 | 40.00000 20360.00| 75.00000 38175.00| 160.00000 81440.00 EXCAVATION, WET | | | 0011 206-51230 385.000 m3 | 37.50000 14437.50| 30.00000 11550.00| 30.00000 11550.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-51235 LUMP| 36000.00000 36000.00| 40000.00000 40000.00| 69454.00000 69454.00 COFFERDAM | | | 0013 207-07502 1453.000 m2 | 7.50000 10897.50| 15.00000 21795.00| 8.75000 12713.75 SUBGRADE TREATMENT, TYPE D | | | 0014 211-07454 940.000 m3 | 28.50000 26790.00| 35.00000 32900.00| 32.73000 30766.20 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 213-52830 205.000 m3 | 100.00000 20500.00| 75.00000 15375.00| 76.28000 15637.40 FLOWABLE MORTAR | | | 0016 301-07448 114.000 Mg | 22.50000 2565.00| 30.00000 3420.00| 23.45000 2673.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-05692 14.000 Mg | 30.00000 420.00| 30.00000 420.00| 39.03000 546.42 STONE, NO. 8 | | | 0018 402-07433 301.000 Mg | 62.50000 18812.50| 55.00000 16555.00| 60.66000 18258.66 HMA SURFACE, TYPE B | | | 0019 402-07438 226.000 Mg | 57.50000 12995.00| 50.00000 11300.00| 63.28000 14301.28 HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 717.000 Mg | 50.00000 35850.00| 45.00000 32265.00| 46.33000 33218.61 HMA BASE, TYPE B | | | 0021 406-05520 2.460 Mg | 275.00000 676.50| 250.00000 615.00| 231.65000 569.86 ASPHALT FOR TACK COAT | | | 0022 601-01522 2.000 EACH| 2100.00000 4200.00| 2000.00000 4000.00| 2260.00000 4520.00 GUARDRAIL TRANSITION TYPE TGB , MODIFIED| | | 0023 601-06234 2.000 EACH| 15000.00000 30000.00| 14500.00000 29000.00| 16385.00000 32770.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 604-06069 63.000 m2 | 48.50000 3055.50| 60.00000 3780.00| 54.14000 3410.82 CURB RAMP, CONCRETE | | | 0025 604-91531 354.000 m2 | 30.00000 10620.00| 45.00000 15930.00| 25.98000 9196.92 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06120 30.000 m | 39.50000 1185.00| 30.00000 900.00| 57.49000 1724.70 CURB, CONCRETE | | | 0027 605-06140 270.000 m | 70.00000 18900.00| 33.00000 8910.00| 66.87000 18054.90 CURB AND GUTTER, CONCRETE | | | 0028 610-06259 167.000 m2 | 60.00000 10020.00| 85.00000 14195.00| 55.28000 9231.76 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 610-07487 83.000 Mg | 55.00000 4565.00| 45.00000 3735.00| 88.14000 7315.62 HMA FOR APPROACHES, TYPE B | | | 0030 611-05330 174.000 m2 | 45.00000 7830.00| 45.00000 7830.00| 42.97000 7476.78 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 615-06505 2.000 EACH| 550.00000 1100.00| 450.00000 900.00| 510.00000 1020.00 MONUMENT, B | | | 0032 616-02320 22.000 m2 | 5.00000 110.00| 3.00000 66.00| 4.85000 106.70 GEOTEXTILES | | | 0033 616-05688 25.000 Mg | 50.00000 1250.00| 35.00000 875.00| 59.05000 1476.25 RIPRAP, CLASS 1 | | | 0034 621-06567 4.000 kL | 1.00000 4.00| 0.55000 2.20| 0.62000 2.48 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06574 200.000 m2 | 12.00000 2400.00| 11.60000 2320.00| 13.11000 2622.00 SODDING | | | 0037 701-91792 10.000 EACH| 110.00000 1100.00| 100.00000 1000.00| 70.00000 700.00 PILE TIP, STEEL H | | | 0038 701-95780 35.000 m | 175.00000 6125.00| 150.00000 5250.00| 132.00000 4620.00 PILE, STEEL H, HP 310 X 110 | | | 0039 702-03607 1.000 EACH| 750.00000 750.00| 350.00000 350.00| 1100.00000 1100.00 CORED HOLE IN CONCRETE | | | 0040 702-51005 427.200 m3 | 445.00000 190104.00| 425.00000 181560.00| 382.10000 163233.12 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 116.300 m3 | 400.00000 46520.00| 375.00000 43612.50| 360.96000 41979.65 CONCRETE, B, FOOTINGS | | | 0042 702-51110 348.400 kg | 6.25000 2177.50| 7.00000 2438.80| 4.75000 1654.90 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 641.000 EACH| 9.50000 6089.50| 10.00000 6410.00| 7.00000 4487.00 FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-93722 4.200 m3 | 400.00000 1680.00| 350.00000 1470.00| 550.00000 2310.00 CONCRETE, C , IN SIDEWALK | | | 0045 703-51030 29397.000 kg | 1.30000 38216.10| 1.30000 38216.10| 1.14000 33512.58 REINFORCING STEEL | | | 0046 703-51032 77875.000 kg | 1.40000 109025.00| 1.45000 112918.75| 1.32000 102795.00 REINFORCING STEEL, EPOXY COATED | | | 0047 703-97936 198.000 EACH| 9.50000 1881.00| 10.00000 1980.00| 11.20000 2217.60 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 393.800 m3 | 475.00000 187055.00| 500.00000 196900.00| 499.21000 196588.90 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-01268 86.148 m | 1150.00000 99070.20| 1138.00000 98036.42| 658.56000 56733.63 HANDRAIL, ALUMINUM | | | 0050 706-06349 147.416 m | 288.00000 42455.81| 250.00000 36854.00| 295.27000 43527.52 RAILING, TX | | | 0051 706-51020 1.000 m3 | 540.00000 540.00| 600.00000 600.00| 1000.00000 1000.00 CONCRETE, C, RAILING | | | 0052 709-51821 LUMP| 10000.00000 10000.00| 10110.00000 10110.00| 10874.00000 10874.00 SURFACE SEAL | | | 0053 711-51038 LUMP| 440000.00000 440000.00| 465000.00000 465000.00| 411159.00000 411159.00 STRUCTURAL STEEL | | | 0054 714-44240 0.300 m3 | 1000.00000 300.00| 789.00000 236.70| 3607.32000 1082.20 CONCRETE, A, STRUCTURES | | | 0055 715-05151 33.000 m | 72.00000 2376.00| 65.00000 2145.00| 105.59000 3484.47 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 82.000 m | 76.00000 6232.00| 87.00000 7134.00| 133.91000 10980.62 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-91361 3.600 m | 100.00000 360.00| 300.00000 1080.00| 65.08000 234.29 PIPE, PVC, 150 mm | | | 0058 720-44000 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 478.26000 478.26 CASTING, ADJUST TO GRADE | | | 0059 720-45045 2.000 EACH| 1200.00000 2400.00| 2000.00000 4000.00| 1262.28000 2524.56 INLET, J10 | | | 0060 720-45055 2.000 EACH| 1200.00000 2400.00| 2500.00000 5000.00| 1359.99000 2719.98 INLET, M10 | | | 0061 720-45410 2.000 EACH| 1500.00000 3000.00| 3400.00000 6800.00| 2158.32000 4316.64 MANHOLE, C4 | | | 0062 721-43010 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 1492.14000 1492.14 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0063 722-60824 1836.000 m2 | 2.75000 5049.00| 4.00000 7344.00| 3.56000 6536.16 SURFACE MILLING | | | 0064 725-03133 31.700 m2 | 280.00000 8876.00| 330.00000 10461.00| 202.61000 6422.74 CONCRETE FACING , 100 mm | | | 0065 725-03133 87.800 m2 | 375.00000 32925.00| 325.00000 28535.00| 207.88000 18251.86 CONCRETE FACING , 150 mm | | | 0066 726-92406 32.000 EACH| 650.00000 20800.00| 900.00000 28800.00| 668.61000 21395.52 BEARING ASSEMBLY, ELASTOMERIC | | | 0067 728-98377 LUMP| 6500.00000 6500.00| 8280.00000 8280.00| 7025.00000 7025.00 MASONRY COATING | | | 0068 732-02388 2.000 EACH| 250.00000 500.00| 420.00000 840.00| 300.00000 600.00 WATER MAIN , SLEEVE | | | 0069 801-06775 LUMP| 7500.00000 7500.00| 2000.00000 2000.00| 10101.14000 10101.14 MAINTAINING TRAFFIC | | | 0070 801-07118 36.580 m | 50.00000 1829.00| 28.70000 1049.85| 32.43000 1186.29 BARRICADE, III-A | | | 0071 802-05701 12.000 m | 40.00000 480.00| 25.40000 304.80| 28.70000 344.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-07054 2.000 EACH| 2200.00000 4400.00| 1800.00000 3600.00| 2034.00000 4068.00 CABLE SPAN SIGN STRUCTURE FOUNDATION | | | 0073 802-07058 1.000 EACH| 95.00000 95.00| 125.00000 125.00| 141.00000 141.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0074 802-07060 1.000 EACH| 55.00000 55.00| 80.00000 80.00| 90.00000 90.00 SIGN, SHEET, RELOCATE | | | 0075 802-76025 3.200 m2 | 180.00000 576.00| 143.80000 460.16| 162.50000 520.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 4.120 m2 | 190.00000 782.80| 146.50000 603.58| 165.55000 682.07 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 802-76125 1.000 EACH| 8750.00000 8750.00| 5950.00000 5950.00| 6724.00000 6724.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0078 805-01815 2.000 EACH| 1750.00000 3500.00| 1800.00000 3600.00| 2034.00000 4068.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0079 805-01842 5.000 EACH| 850.00000 4250.00| 680.00000 3400.00| 768.00000 3840.00 HANDHOLE, SIGNAL | | | 0080 805-01844 285.000 m | 49.00000 13965.00| 30.00000 8550.00| 33.90000 9661.50 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0081 805-02151 6.000 EACH| 415.00000 2490.00| 550.00000 3300.00| 622.00000 3732.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0082 805-02658 400.000 m | 6.25000 2500.00| 4.50000 1800.00| 5.00000 2000.00 CABLE, COAXIAL | | | 0083 805-06592 199.500 m | 30.00000 5985.00| 23.50000 4688.25| 26.56000 5298.72 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-06886 1.000 EACH| 15000.00000 15000.00| 21200.00000 21200.00| 23956.00000 23956.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0085 805-78100 1.000 EACH| 7400.00000 7400.00| 8180.00000 8180.00| 9243.00000 9243.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0086 805-78205 6.000 EACH| 480.00000 2880.00| 470.00000 2820.00| 531.00000 3186.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0087 805-78215 4.000 EACH| 505.00000 2020.00| 500.00000 2000.00| 565.00000 2260.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0088 805-78370 6.000 EACH| 175.00000 1050.00| 100.00000 600.00| 110.00000 660.00 PEDESTRIAN PUSH BUTTON | | | 0089 805-78415 1.000 EACH| 1100.00000 1100.00| 1400.00000 1400.00| 1582.00000 1582.00 SPAN, CATENARY, AND TETHER | | | 0090 805-78420 3.000 EACH| 230.00000 690.00| 220.00000 660.00| 249.00000 747.00 DISCONNECT HANGER | | | 0091 805-78445 1.000 EACH| 350.00000 350.00| 400.00000 400.00| 452.00000 452.00 SIGNAL SERVICE | | | 0092 805-78467 50.000 m | 7.10000 355.00| 4.20000 210.00| 4.75000 237.50 SIGNAL CABLE, 3C 8GA. | | | 0093 805-78480 1000.000 m | 4.35000 4350.00| 2.60000 2600.00| 3.16000 3160.00 SIGNAL CABLE, 3C 14GA. | | | 0094 805-78485 750.000 m | 6.40000 4800.00| 2.70000 2025.00| 3.05000 2287.50 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-78490 500.000 m | 6.30000 3150.00| 2.90000 1450.00| 3.28000 1640.00 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78900 6.000 EACH| 570.00000 3420.00| 350.00000 2100.00| 395.00000 2370.00 PEDESTAL FOUNDATION, A | | | 0097 805-78925 1.000 EACH| 1050.00000 1050.00| 550.00000 550.00| 622.00000 622.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-80630 2.000 EACH| 1980.00000 3960.00| 2450.00000 4900.00| 2768.00000 5536.00 SIGNAL POLE, 9.2 m | | | 0099 805-81032 2.000 EACH| 2150.00000 4300.00| 2450.00000 4900.00| 2768.00000 5536.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0100 805-90005 6.000 EACH| 345.00000 2070.00| 450.00000 2700.00| 509.00000 3054.00 SIGNAL PEDESTAL, 3.0 m | | | 0101 805-93027 4.000 EACH| 910.00000 3640.00| 600.00000 2400.00| 678.00000 2712.00 MAST ARM, 6.1 m FOR CAMERA | | | 0102 805-98336 199.500 m | 26.00000 5187.00| 11.50000 2294.25| 13.00000 2593.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0103 807-02191 2.000 EACH| 575.00000 1150.00| 680.00000 1360.00| 768.00000 1536.00 HANDHOLE, LIGHTING | | | 0104 807-03950 8.000 EACH| 565.00000 4520.00| 490.00000 3920.00| 554.00000 4432.00 LUMINAIRE, ORNAMENTAL | | | 0105 807-03951 8.000 EACH| 1225.00000 9800.00| 1380.00000 11040.00| 1560.00000 12480.00 LIGHT POLE, ORNAMENTAL , CAST ALUMINUM | | | 0106 807-86805 1.000 EACH| 2050.00000 2050.00| 2100.00000 2100.00| 2373.00000 2373.00 SERVICE POINT, I | | | 0107 808-03002 20.000 m | 3.60000 72.00| 15.00000 300.00| 17.00000 340.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0108 808-03631 79.000 m | 3.60000 284.40| 15.00000 1185.00| 17.00000 1343.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0109 808-03632 153.000 m | 3.60000 550.80| 15.00000 2295.00| 17.00000 2601.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0110 808-05929 98.000 m | 6.00000 588.00| 6.60000 646.80| 7.45000 730.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0111 808-06701 40.000 m | 2.00000 80.00| 2.17000 86.80| 2.45000 98.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0112 808-06703 63.000 m | 2.00000 126.00| 2.17000 136.71| 2.45000 154.35 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0113 808-06716 179.000 m | 2.50000 447.50| 1.50000 268.50| 1.70000 304.30 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-06800 5.000 m | 35.00000 175.00| 75.00000 375.00| 85.00000 425.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0115 808-74805 7.200 m | 35.00000 252.00| 75.00000 540.00| 85.00000 612.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0116 808-75245 328.000 m | 2.00000 656.00| 2.17000 711.76| 2.45000 803.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0117 808-75297 8.100 m | 20.00000 162.00| 20.00000 162.00| 22.60000 183.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0118 808-75320 1.000 EACH| 100.00000 100.00| 80.00000 80.00| 90.00000 90.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0119 808-75325 1.000 EACH| 125.39000 125.39| 100.00000 100.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,963,458.00| $ 2,087,508.93| $ 2,118,233.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,963,458.00| $ 2,087,508.93| $ 2,118,233.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1300.00000 13000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 113000.00000 113000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11300.00000 11300.00| | CLEARING RIGHT OF WAY | | | 0005 202-01405 20.000 m3 | 235.00000 4700.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-51328 LUMP| 115000.00000 115000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 203-02000 543.000 m3 | 20.00000 10860.00| | EXCAVATION, COMMON | | | 0008 203-02070 921.000 m3 | 25.00000 23025.00| | BORROW | | | 0009 206-51215 59.000 m3 | 135.00000 7965.00| | EXCAVATION, X | | | 0010 206-51220 509.000 m3 | 30.00000 15270.00| | EXCAVATION, WET | | | 0011 206-51230 385.000 m3 | 17.00000 6545.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-51235 LUMP| 102000.00000 102000.00| | COFFERDAM | | | 0013 207-07502 1453.000 m2 | 16.00000 23248.00| | SUBGRADE TREATMENT, TYPE D | | | 0014 211-07454 940.000 m3 | 50.00000 47000.00| | STRUCTURE BACKFILL | | | 0015 213-52830 205.000 m3 | 110.00000 22550.00| | FLOWABLE MORTAR | | | 0016 301-07448 114.000 Mg | 35.00000 3990.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-05692 14.000 Mg | 35.00000 490.00| | STONE, NO. 8 | | | 0018 402-07433 301.000 Mg | 57.00000 17157.00| | HMA SURFACE, TYPE B | | | 0019 402-07438 226.000 Mg | 52.00000 11752.00| | HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 717.000 Mg | 47.00000 33699.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 2.460 Mg | 260.00000 639.60| | ASPHALT FOR TACK COAT | | | 0022 601-01522 2.000 EACH| 2100.00000 4200.00| | GUARDRAIL TRANSITION TYPE TGB , MODIFIED| | | 0023 601-06234 2.000 EACH| 15000.00000 30000.00| | IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 604-06069 63.000 m2 | 55.00000 3465.00| | CURB RAMP, CONCRETE | | | 0025 604-91531 354.000 m2 | 34.00000 12036.00| | SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06120 30.000 m | 50.00000 1500.00| | CURB, CONCRETE | | | 0027 605-06140 270.000 m | 55.00000 14850.00| | CURB AND GUTTER, CONCRETE | | | 0028 610-06259 167.000 m2 | 80.00000 13360.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 610-07487 83.000 Mg | 47.00000 3901.00| | HMA FOR APPROACHES, TYPE B | | | 0030 611-05330 174.000 m2 | 40.00000 6960.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 615-06505 2.000 EACH| 475.00000 950.00| | MONUMENT, B | | | 0032 616-02320 22.000 m2 | 5.00000 110.00| | GEOTEXTILES | | | 0033 616-05688 25.000 Mg | 35.00000 875.00| | RIPRAP, CLASS 1 | | | 0034 621-06567 4.000 kL | 0.60000 2.40| | WATER | | | 0035 621-06574 200.000 m2 | 12.00000 2400.00| | SODDING | | | 0037 701-91792 10.000 EACH| 70.00000 700.00| | PILE TIP, STEEL H | | | 0038 701-95780 35.000 m | 370.00000 12950.00| | PILE, STEEL H, HP 310 X 110 | | | 0039 702-03607 1.000 EACH| 3000.00000 3000.00| | CORED HOLE IN CONCRETE | | | 0040 702-51005 427.200 m3 | 600.00000 256320.00| | CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 116.300 m3 | 400.00000 46520.00| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 702-51110 348.400 kg | 7.50000 2613.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 641.000 EACH| 14.00000 8974.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-93722 4.200 m3 | 450.00000 1890.00| | CONCRETE, C , IN SIDEWALK | | | 0045 703-51030 29397.000 kg | 1.20000 35276.40| | REINFORCING STEEL | | | 0046 703-51032 77875.000 kg | 1.35000 105131.25| | REINFORCING STEEL, EPOXY COATED | | | 0047 703-97936 198.000 EACH| 16.00000 3168.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 393.800 m3 | 490.00000 192962.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-01268 86.148 m | 1150.00000 99070.20| | HANDRAIL, ALUMINUM | | | 0050 706-06349 147.416 m | 290.00000 42750.64| | RAILING, TX | | | 0051 706-51020 1.000 m3 | 1000.00000 1000.00| | CONCRETE, C, RAILING | | | 0052 709-51821 LUMP| 11000.00000 11000.00| | SURFACE SEAL | | | 0053 711-51038 LUMP| 405000.00000 405000.00| | STRUCTURAL STEEL | | | 0054 714-44240 0.300 m3 | 3500.00000 1050.00| | CONCRETE, A, STRUCTURES | | | 0055 715-05151 33.000 m | 165.00000 5445.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 82.000 m | 130.00000 10660.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-91361 3.600 m | 70.00000 252.00| | PIPE, PVC, 150 mm | | | 0058 720-44000 1.000 EACH| 500.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0059 720-45045 2.000 EACH| 1500.00000 3000.00| | INLET, J10 | | | 0060 720-45055 2.000 EACH| 1500.00000 3000.00| | INLET, M10 | | | 0061 720-45410 2.000 EACH| 3200.00000 6400.00| | MANHOLE, C4 | | | 0062 721-43010 1.000 EACH| 2000.00000 2000.00| | AUTOMATIC DRAINAGE GATE, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 722-60824 1836.000 m2 | 4.00000 7344.00| | SURFACE MILLING | | | 0064 725-03133 31.700 m2 | 280.00000 8876.00| | CONCRETE FACING , 100 mm | | | 0065 725-03133 87.800 m2 | 260.00000 22828.00| | CONCRETE FACING , 150 mm | | | 0066 726-92406 32.000 EACH| 825.00000 26400.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0067 728-98377 LUMP| 8500.00000 8500.00| | MASONRY COATING | | | 0068 732-02388 2.000 EACH| 150.00000 300.00| | WATER MAIN , SLEEVE | | | 0069 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0070 801-07118 36.580 m | 30.00000 1097.40| | BARRICADE, III-A | | | 0071 802-05701 12.000 m | 40.00000 480.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-07054 2.000 EACH| 2200.00000 4400.00| | CABLE SPAN SIGN STRUCTURE FOUNDATION | | | 0073 802-07058 1.000 EACH| 95.00000 95.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0074 802-07060 1.000 EACH| 52.00000 52.00| | SIGN, SHEET, RELOCATE | | | 0075 802-76025 3.200 m2 | 185.00000 592.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 802-76035 4.120 m2 | 190.00000 782.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0077 802-76125 1.000 EACH| 8750.00000 8750.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0078 805-01815 2.000 EACH| 1750.00000 3500.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0079 805-01842 5.000 EACH| 850.00000 4250.00| | HANDHOLE, SIGNAL | | | 0080 805-01844 285.000 m | 48.00000 13680.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0081 805-02151 6.000 EACH| 450.00000 2700.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 805-02658 400.000 m | 6.50000 2600.00| | CABLE, COAXIAL | | | 0083 805-06592 199.500 m | 31.00000 6184.50| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-06886 1.000 EACH| 16000.00000 16000.00| | VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0085 805-78100 1.000 EACH| 7500.00000 7500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0086 805-78205 6.000 EACH| 500.00000 3000.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0087 805-78215 4.000 EACH| 550.00000 2200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0088 805-78370 6.000 EACH| 180.00000 1080.00| | PEDESTRIAN PUSH BUTTON | | | 0089 805-78415 1.000 EACH| 1150.00000 1150.00| | SPAN, CATENARY, AND TETHER | | | 0090 805-78420 3.000 EACH| 250.00000 750.00| | DISCONNECT HANGER | | | 0091 805-78445 1.000 EACH| 350.00000 350.00| | SIGNAL SERVICE | | | 0092 805-78467 50.000 m | 7.25000 362.50| | SIGNAL CABLE, 3C 8GA. | | | 0093 805-78480 1000.000 m | 4.50000 4500.00| | SIGNAL CABLE, 3C 14GA. | | | 0094 805-78485 750.000 m | 6.50000 4875.00| | SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 500.000 m | 6.50000 3250.00| | SIGNAL CABLE, 7C 14GA. | | | 0096 805-78900 6.000 EACH| 600.00000 3600.00| | PEDESTAL FOUNDATION, A | | | 0097 805-78925 1.000 EACH| 1100.00000 1100.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-80630 2.000 EACH| 2100.00000 4200.00| | SIGNAL POLE, 9.2 m | | | 0099 805-81032 2.000 EACH| 2200.00000 4400.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0100 805-90005 6.000 EACH| 350.00000 2100.00| | SIGNAL PEDESTAL, 3.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 805-93027 4.000 EACH| 1000.00000 4000.00| | MAST ARM, 6.1 m FOR CAMERA | | | 0102 805-98336 199.500 m | 26.50000 5286.75| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0103 807-02191 2.000 EACH| 600.00000 1200.00| | HANDHOLE, LIGHTING | | | 0104 807-03950 8.000 EACH| 600.00000 4800.00| | LUMINAIRE, ORNAMENTAL | | | 0105 807-03951 8.000 EACH| 1300.00000 10400.00| | LIGHT POLE, ORNAMENTAL , CAST ALUMINUM | | | 0106 807-86805 1.000 EACH| 2150.00000 2150.00| | SERVICE POINT, I | | | 0107 808-03002 20.000 m | 16.00000 320.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0108 808-03631 79.000 m | 16.00000 1264.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0109 808-03632 153.000 m | 16.00000 2448.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0110 808-05929 98.000 m | 7.00000 686.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0111 808-06701 40.000 m | 2.50000 100.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0112 808-06703 63.000 m | 2.50000 157.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0113 808-06716 179.000 m | 1.75000 313.25| | LINE, REMOVE | | | 0114 808-06800 5.000 m | 85.00000 425.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0115 808-74805 7.200 m | 85.00000 612.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0116 808-75245 328.000 m | 2.50000 820.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0117 808-75297 8.100 m | 22.00000 178.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 483 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,576,000.00 ROUTE : WALNUT STREET CALL ORDER : 483 CONTRACT ID : B -26750-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 808-75320 1.000 EACH| 85.00000 85.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0119 808-75325 1.000 EACH| 110.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,217,617.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,217,617.39| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 493 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 425,000.00 ROUTE : CR 300E CALL ORDER : 493 CONTRACT ID : B -26755-A COUNTIES : ADAMS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9901020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 343,086.32 100.0000% 2 34-4422410 HARPER STRUCTURES, INC. $ 379,763.30 110.6903% 3 35-1374866 PRIMCO, INC. $ 397,186.94 115.7688% ==================================================================================================================================== |(1) 35-1058755 |(2) 34-4422410 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |HARPER STRUCTURES, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 4600.00000 4600.00| 4600.00000 4600.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2300.00000 13800.00| 600.00000 3600.00| 2010.70000 12064.20 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 19000.00000 19000.00| 19859.33000 19859.33 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5957.80000 5957.80 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 28000.00000 28000.00| 37000.00000 37000.00| 29134.94000 29134.94 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 72.000 m | 35.00000 2520.00| 35.00000 2520.00| 35.00000 2520.00 PIPE, REMOVE | | | 0007 203-02000 766.000 m3 | 15.30000 11719.80| 15.30000 11719.80| 15.30000 11719.80 EXCAVATION, COMMON | | | 0008 203-02070 2052.000 m3 | 12.85000 26368.20| 12.85000 26368.20| 12.85000 26368.20 BORROW | | | 0009 205-04931 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00 SEDIMENT TRAP | | | 0010 205-06931 33.000 Mg | 40.00000 1320.00| 40.00000 1320.00| 40.00000 1320.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 57.000 m | 15.36000 875.52| 15.36000 875.52| 15.36000 875.52 TEMPORARY SILT FENCE | | | 0012 206-51230 103.000 m3 | 15.00000 1545.00| 40.00000 4120.00| 30.00000 3090.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 44.400 m3 | 23.50000 1043.40| 45.00000 1998.00| 125.00000 5550.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 211-07454 18.000 m3 | 30.00000 540.00| 30.00000 540.00| 30.00000 540.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 493 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 425,000.00 ROUTE : CR 300E CALL ORDER : 493 CONTRACT ID : B -26755-A COUNTIES : ADAMS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 34-4422410 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |HARPER STRUCTURES, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 1013.000 Mg | 14.05000 14232.65| 17.50000 17727.50| 16.00000 16208.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 168.000 Mg | 47.00000 7896.00| 47.00000 7896.00| 48.00000 8064.00 HMA SURFACE, TYPE A | | | 0017 402-07435 283.000 Mg | 42.00000 11886.00| 42.00000 11886.00| 38.00000 10754.00 HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 22.000 Mg | 43.00000 946.00| 43.00000 946.00| 65.00000 1430.00 HMA BASE, TYPE A | | | 0019 405-05518 2045.000 m2 | 1.20000 2454.00| 1.20000 2454.00| 0.50000 1022.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1885.000 m2 | 0.20000 377.00| 0.20000 377.00| 0.10000 188.50 ASPHALT FOR TACK COAT | | | 0022 601-01846 3.000 EACH| 1385.00000 4155.00| 1385.00000 4155.00| 1700.00000 5100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 1.000 EACH| 625.00000 625.00| 625.00000 625.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 40.005 m | 29.15000 1166.15| 29.15000 1166.15| 36.00000 1440.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 603-06040 218.000 m | 21.45000 4676.10| 21.45000 4676.10| 21.00000 4578.00 FENCE, FARM FIELD, 1190 mm | | | 0026 603-94842 2.000 EACH| 915.00000 1830.00| 915.00000 1830.00| 700.00000 1400.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0027 610-06257 112.000 m2 | 53.80000 6025.60| 60.00000 6720.00| 75.00000 8400.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 610-07486 16.000 Mg | 50.00000 800.00| 50.00000 800.00| 85.00000 1360.00 HMA FOR APPROACHES, TYPE A | | | 0029 615-06505 2.000 EACH| 460.00000 920.00| 460.00000 920.00| 600.00000 1200.00 MONUMENT, B | | | 0030 616-02320 836.000 m2 | 3.00000 2508.00| 2.25000 1881.00| 3.00000 2508.00 GEOTEXTILES | | | 0031 616-06405 505.000 Mg | 23.00000 11615.00| 23.00000 11615.00| 19.00000 9595.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 1080.000 m2 | 1.66000 1792.80| 1.66000 1792.80| 1.66000 1792.80 EROSION CONTROL BLANKET | | | 0034 621-06548 5.000 kg | 55.00000 275.00| 55.00000 275.00| 55.00000 275.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 493 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 425,000.00 ROUTE : CR 300E CALL ORDER : 493 CONTRACT ID : B -26755-A COUNTIES : ADAMS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 34-4422410 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |HARPER STRUCTURES, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 3680.000 m2 | 0.40000 1472.00| 0.40000 1472.00| 0.40000 1472.00 MULCHED SEEDING, R | | | 0036 621-06567 12.000 kL | 0.55000 6.60| 0.55000 6.60| 0.55000 6.60 WATER | | | 0037 621-06574 198.000 m2 | 6.34000 1255.32| 6.34000 1255.32| 6.34000 1255.32 SODDING | | | 0038 621-06575 297.000 m2 | 6.34000 1882.98| 6.34000 1882.98| 6.34000 1882.98 SODDING, NURSERY | | | 0039 701-91792 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 150.00000 1200.00 PILE TIP, STEEL H | | | 0040 701-95780 92.800 m | 200.00000 18560.00| 175.00000 16240.00| 165.00000 15312.00 PILE, STEEL H, HP 310 X 110 , EPOXY | | | COATED | | | 0041 703-51032 11578.000 kg | 1.10000 12735.80| 1.28000 14819.84| 1.75000 20261.50 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 89.700 m3 | 470.00000 42159.00| 650.00000 58305.00| 800.00000 71760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-91957 60.784 m | 175.00000 10637.20| 175.00000 10637.20| 220.00000 13372.48 BRIDGE RAILING, THRIE BEAM | | | 0044 707-05984 99.200 m | 307.00000 30454.40| 400.00000 39680.00| 300.00000 29760.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP| 1400.00000 1400.00| 1500.00000 1500.00| 1500.00000 1500.00 SURFACE SEAL | | | 0046 715-05169 118.000 m | 92.50000 10915.00| 92.50000 10915.00| 92.50000 10915.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05171 41.000 m | 104.00000 4264.00| 104.00000 4264.00| 104.00000 4264.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0048 715-05407 28.000 m | 19.60000 548.80| 19.00000 532.00| 45.00000 1260.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46005 4.000 EACH| 120.00000 480.00| 120.00000 480.00| 120.00000 480.00 PIPE END SECTION, 375 mm | | | 0050 720-45030 1.000 EACH| 1050.00000 1050.00| 1050.00000 1050.00| 1050.00000 1050.00 INLET, E7 | | | 0051 720-45035 2.000 EACH| 1050.00000 2100.00| 1050.00000 2100.00| 1050.00000 2100.00 INLET, F7 | | | 0052 801-04308 4.000 EACH| 325.00000 1300.00| 325.00000 1300.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 6.000 EACH| 88.00000 528.00| 88.00000 528.00| 88.00000 528.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 8.000 EACH| 155.00000 1240.00| 155.00000 1240.00| 155.00000 1240.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 493 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 425,000.00 ROUTE : CR 300E CALL ORDER : 493 CONTRACT ID : B -26755-A COUNTIES : ADAMS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 34-4422410 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |HARPER STRUCTURES, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-07118 29.300 m | 23.00000 673.90| 23.00000 673.90| 23.00000 673.90 BARRICADE, III-A | | | 0056 801-07119 14.600 m | 30.00000 438.00| 30.00000 438.00| 30.00000 438.00 BARRICADE, III-B | | | 0057 802-76025 1.162 m2 | 195.40000 227.05| 74.00000 85.99| 74.00000 85.99 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0058 802-76055 5.500 m | 25.10000 138.05| 62.80000 345.40| 62.80000 345.40 SIGN POST, A | | | 0059 808-06712 79.000 m | 2.63000 207.77| 2.63000 207.77| 2.63000 207.77 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0060 808-06713 596.000 m | 2.63000 1567.48| 2.63000 1567.48| 2.63000 1567.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0061 808-06726 7.000 m | 83.25000 582.75| 83.25000 582.75| 83.25000 582.75 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0062 601-04792 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 GUARDRAIL TRANSITION | | | SECTION TOTALS | $ 343,086.32| $ 379,763.30| $ 397,186.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,086.32| $ 379,763.30| $ 397,186.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 503 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,000.00 ROUTE : I-65 CALL ORDER : 503 CONTRACT ID : B -26761-A COUNTIES : BOONE CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT JASPER CONTRACT TIME : 09/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0655096 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 316,134.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 335,572.58 106.1488% 3 36-3350477 EAGLE PAINTING & MAINTENANCE $ 338,934.00 107.2121% 4 35-1841931 VENUS PAINTING COMPANY $ 372,168.00 117.7247% 5 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 401,970.00 127.1517% 6 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 555,936.80 175.8547% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1645115 |(3) 36-3350477 |CENTRAL PAINTING, INC. |THREE STAR PAINTING |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 15000.00000 15000.00| 17462.80000 17462.80| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 500.00000 500.00| 1044.82000 1044.82| 10000.00000 10000.00 ENVIRONMENTAL CONTROL STR. #1 | | | 0003 619-05926 LUMP| 500.00000 500.00| 805.34000 805.34| 8000.00000 8000.00 ENVIRONMENTAL CONTROL STR. #2 | | | 0004 619-05926 LUMP| 500.00000 500.00| 623.49000 623.49| 7000.00000 7000.00 ENVIRONMENTAL CONTROL STR. #3 | | | 0005 619-05926 LUMP| 500.00000 500.00| 800.30000 800.30| 7000.00000 7000.00 ENVIRONMENTAL CONTROL STR. #4 | | | 0006 619-51859 LUMP| 20000.00000 20000.00| 13037.84000 13037.84| 30000.00000 30000.00 PAINT STEEL BRIDGE STR. #1 | | | 0007 619-51859 LUMP| 20000.00000 20000.00| 9664.14000 9664.14| 30000.00000 30000.00 PAINT STEEL BRIDGE STR. #2 | | | 0008 619-51859 LUMP| 20000.00000 20000.00| 7481.90000 7481.90| 30000.00000 30000.00 PAINT STEEL BRIDGE STR. #3 | | | 0009 619-51859 LUMP| 20000.00000 20000.00| 9603.60000 9603.60| 30000.00000 30000.00 PAINT STEEL BRIDGE STR. #4 | | | 0010 619-60806 LUMP| 500.00000 500.00| 544.82000 544.82| 6000.00000 6000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #1 | | | 0011 619-60806 LUMP| 500.00000 500.00| 805.34000 805.34| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #2 | | | 0012 619-60806 LUMP| 500.00000 500.00| 623.49000 623.49| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 503 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,000.00 ROUTE : I-65 CALL ORDER : 503 CONTRACT ID : B -26761-A COUNTIES : BOONE CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT JASPER SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1645115 |(3) 36-3350477 |CENTRAL PAINTING, INC. |THREE STAR PAINTING |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 500.00000 500.00| 800.30000 800.30| 6000.00000 6000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #4 | | | 0014 619-61000 LUMP| 60000.00000 60000.00| 75809.76000 75809.76| 34000.00000 34000.00 CLEAN STEEL BRIDGE STR. #1 | | | 0015 619-61000 LUMP| 55000.00000 55000.00| 60454.37000 60454.37| 34000.00000 34000.00 CLEAN STEEL BRIDGE STR. #2 | | | 0016 619-61000 LUMP| 36000.00000 36000.00| 47996.82000 47996.82| 30000.00000 30000.00 CLEAN STEEL BRIDGE STR. #3 | | | 0017 619-61000 LUMP| 55000.00000 55000.00| 75025.50000 75025.50| 30000.00000 30000.00 CLEAN STEEL BRIDGE STR. #4 | | | 0018 709-51821 LUMP| 300.00000 300.00| 1044.82000 1044.82| 500.00000 500.00 SURFACE SEAL STR. #1 | | | 0019 709-51821 LUMP| 300.00000 300.00| 805.34000 805.34| 500.00000 500.00 SURFACE SEAL STR. #2 | | | 0020 709-51821 LUMP| 300.00000 300.00| 623.49000 623.49| 500.00000 500.00 SURFACE SEAL STR. #3 | | | 0021 709-51821 LUMP| 300.00000 300.00| 800.30000 800.30| 500.00000 500.00 SURFACE SEAL STR. #4 | | | 0022 801-01093 4.000 EACH| 425.00000 1700.00| 425.00000 1700.00| 425.00000 1700.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-06640 22.000 EACH| 67.00000 1474.00| 57.00000 1254.00| 67.00000 1474.00 CONSTRUCTION SIGN, A | | | 0024 801-06710 130.000 DAY | 12.00000 1560.00| 12.00000 1560.00| 12.00000 1560.00 FLASHING ARROW SIGN | | | 0025 801-09133 2.000 EACH| 2600.00000 5200.00| 2600.00000 5200.00| 2600.00000 5200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 316,134.00| $ 335,572.58| $ 338,934.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,134.00| $ 335,572.58| $ 338,934.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 503 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,000.00 ROUTE : I-65 CALL ORDER : 503 CONTRACT ID : B -26761-A COUNTIES : BOONE CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT JASPER SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1131315 |(6) 59-2361020 |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 30000.00000 30000.00| 14379.00000 14379.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #1 | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #2 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #3 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #4 | | | 0006 619-51859 LUMP| 8000.00000 8000.00| 27052.00000 27052.00| 71797.60000 71797.60 PAINT STEEL BRIDGE STR. #1 | | | 0007 619-51859 LUMP| 8000.00000 8000.00| 20762.00000 20762.00| 53183.20000 53183.20 PAINT STEEL BRIDGE STR. #2 | | | 0008 619-51859 LUMP| 8000.00000 8000.00| 17611.00000 17611.00| 41174.00000 41174.00 PAINT STEEL BRIDGE STR. #3 | | | 0009 619-51859 LUMP| 8000.00000 8000.00| 21145.00000 21145.00| 52850.00000 52850.00 PAINT STEEL BRIDGE STR. #4 | | | 0010 619-60806 LUMP| 1000.00000 1000.00| 1800.00000 1800.00| 6180.00000 6180.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #1 | | | 0011 619-60806 LUMP| 1000.00000 1000.00| 1800.00000 1800.00| 6180.00000 6180.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #2 | | | 0012 619-60806 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 6180.00000 6180.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #3 | | | 0013 619-60806 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| 6180.00000 6180.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #4 | | | 0014 619-61000 LUMP| 92000.00000 92000.00| 79103.00000 79103.00| 82054.40000 82054.40 CLEAN STEEL BRIDGE STR. #1 | | | 0015 619-61000 LUMP| 68000.00000 68000.00| 66523.00000 66523.00| 60780.80000 60780.80 CLEAN STEEL BRIDGE STR. #2 | | | 0016 619-61000 LUMP| 60000.00000 60000.00| 60221.00000 60221.00| 47056.00000 47056.00 CLEAN STEEL BRIDGE STR. #3 | | | 0017 619-61000 LUMP| 68000.00000 68000.00| 67290.00000 67290.00| 60400.00000 60400.00 CLEAN STEEL BRIDGE STR. #4 | | | 0018 709-51821 LUMP| 300.00000 300.00| 100.00000 100.00| 5000.00000 5000.00 SURFACE SEAL STR. #1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 503 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,000.00 ROUTE : I-65 CALL ORDER : 503 CONTRACT ID : B -26761-A COUNTIES : BOONE CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT JASPER SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1131315 |(6) 59-2361020 |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #2 | | | 0020 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #3 | | | 0021 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #4 | | | 0022 801-01093 4.000 EACH| 425.00000 1700.00| 467.00000 1868.00| 510.00000 2040.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-06640 22.000 EACH| 134.00000 2948.00| 73.00000 1606.00| 80.40000 1768.80 CONSTRUCTION SIGN, A | | | 0024 801-06710 130.000 DAY | 24.00000 3120.00| 13.00000 1690.00| 14.40000 1872.00 FLASHING ARROW SIGN | | | 0025 801-09133 2.000 EACH| 2600.00000 5200.00| 2860.00000 5720.00| 3120.00000 6240.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 372,168.00| $ 401,970.00| $ 555,936.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 372,168.00| $ 401,970.00| $ 555,936.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 065500L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID & AWARD $ 446,928.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 469,998.00 105.1619% 3 35-1645115 THREE STAR PAINTING $ 474,480.68 106.1649% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 483,418.00 108.1646% 5 35-2019240 CENTRAL PAINTING, INC. $ 528,498.00 118.2512% 6 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 853,564.84 190.9848% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1841931 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 2100.00000 12600.00| 300.00000 1800.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 38900.00000 38900.00| 30000.00000 30000.00| 23709.20000 23709.20 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 668.57000 668.57 ENVIRONMENTAL CONTROL STR. #1 | | | 0004 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 577.22000 577.22 ENVIRONMENTAL CONTROL STR. #2 | | | 0005 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 595.11000 595.11 ENVIRONMENTAL CONTROL STR. #3 | | | 0006 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 625.21000 625.21 ENVIRONMENTAL CONTROL STR. #4 | | | 0007 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 607.08000 607.08 ENVIRONMENTAL CONTROL STR. #5 | | | 0008 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 725.00000 725.00 ENVIRONMENTAL CONTROL STR. #6 | | | 0009 619-05926 LUMP| 1500.00000 1500.00| 600.00000 600.00| 706.53000 706.53 ENVIRONMENTAL CONTROL STR. #7 | | | 0010 619-51859 LUMP| 15735.00000 15735.00| 8000.00000 8000.00| 8022.86000 8022.86 PAINT STEEL BRIDGE STR. #1 | | | 0011 619-51859 LUMP| 14486.00000 14486.00| 8000.00000 8000.00| 6425.44000 6425.44 PAINT STEEL BRIDGE STR. #2 | | | 0012 619-51859 LUMP| 14486.00000 14486.00| 8000.00000 8000.00| 7141.41000 7141.41 PAINT STEEL BRIDGE STR. #3 | | | 0013 619-51859 LUMP| 15735.00000 15735.00| 8000.00000 8000.00| 7502.56000 7502.56 PAINT STEEL BRIDGE STR. #4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1841931 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 619-51859 LUMP| 15276.00000 15276.00| 8000.00000 8000.00| 7285.05000 7285.05 PAINT STEEL BRIDGE STR. #5 | | | 0015 619-51859 LUMP| 17125.00000 17125.00| 8000.00000 8000.00| 8700.02000 8700.02 PAINT STEEL BRIDGE STR. #6 | | | 0016 619-51859 LUMP| 16663.00000 16663.00| 8000.00000 8000.00| 8478.40000 8478.40 PAINT STEEL BRIDGE STR. #7 | | | 0017 619-60806 LUMP| 1200.00000 1200.00| 300.00000 300.00| 668.57000 668.57 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #1 | | | 0018 619-60806 LUMP| 1100.00000 1100.00| 300.00000 300.00| 577.22000 577.22 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #2 | | | 0019 619-60806 LUMP| 1100.00000 1100.00| 300.00000 300.00| 595.11000 595.11 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #3 | | | 0020 619-60806 LUMP| 1200.00000 1200.00| 300.00000 300.00| 625.21000 625.21 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #4 | | | 0021 619-60806 LUMP| 1100.00000 1100.00| 300.00000 300.00| 607.08000 607.08 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #5 | | | 0022 619-60806 LUMP| 1200.00000 1200.00| 300.00000 300.00| 725.00000 725.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #6 | | | 0023 619-60806 LUMP| 1200.00000 1200.00| 300.00000 300.00| 706.53000 706.53 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #7 | | | 0024 619-61000 LUMP| 36470.00000 36470.00| 53000.00000 53000.00| 56828.62000 56828.62 CLEAN STEEL BRIDGE STR. #1 | | | 0025 619-61000 LUMP| 31472.00000 31472.00| 47000.00000 47000.00| 49063.70000 49063.70 CLEAN STEEL BRIDGE STR. #2 | | | 0026 619-61000 LUMP| 31472.00000 31472.00| 47000.00000 47000.00| 50585.03000 50585.03 CLEAN STEEL BRIDGE STR. #3 | | | 0027 619-61000 LUMP| 36470.00000 36470.00| 50000.00000 50000.00| 48143.19000 48143.19 CLEAN STEEL BRIDGE STR. #4 | | | 0028 619-61000 LUMP| 35551.00000 35551.00| 47000.00000 47000.00| 46602.48000 46602.48 CLEAN STEEL BRIDGE STR. #5 | | | 0029 619-61000 LUMP| 39250.00000 39250.00| 60000.00000 60000.00| 56625.17000 56625.17 CLEAN STEEL BRIDGE STR. #6 | | | 0030 619-61000 LUMP| 38327.00000 38327.00| 55000.00000 55000.00| 55055.39000 55055.39 CLEAN STEEL BRIDGE STR. #7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1841931 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 668.57000 668.57 SURFACE SEAL STR. #1 | | | 0032 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 577.22000 577.22 SURFACE SEAL STR. #2 | | | 0033 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 595.11000 595.11 SURFACE SEAL STR. #3 | | | 0034 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 625.21000 625.21 SURFACE SEAL STR. #4 | | | 0035 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 607.08000 607.08 SURFACE SEAL STR. #5 | | | 0036 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 725.00000 725.00 SURFACE SEAL STR. #6 | | | 0037 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 706.53000 706.53 SURFACE SEAL STR. #7 | | | 0038 801-01093 4.000 EACH| 654.50000 2618.00| 595.00000 2380.00| 595.00000 2380.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06640 22.000 EACH| 86.00000 1892.00| 79.00000 1738.00| 79.00000 1738.00 CONSTRUCTION SIGN, A | | | 0040 801-06710 240.000 DAY | 13.00000 3120.00| 12.00000 2880.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0041 801-09133 2.000 EACH| 4290.00000 8580.00| 3900.00000 7800.00| 3900.00000 7800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 446,928.00| $ 469,998.00| $ 474,480.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,928.00| $ 469,998.00| $ 474,480.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-2019240 |(6) 59-2361020 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 800.00000 4800.00| 500.00000 3000.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #1 | | | 0004 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #2 | | | 0005 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #3 | | | 0006 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #4 | | | 0007 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #5 | | | 0008 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #6 | | | 0009 619-05926 LUMP| 5000.00000 5000.00| 500.00000 500.00| 2500.00000 2500.00 ENVIRONMENTAL CONTROL STR. #7 | | | 0010 619-51859 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| 49263.20000 49263.20 PAINT STEEL BRIDGE STR. #1 | | | 0011 619-51859 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| 42532.00000 42532.00 PAINT STEEL BRIDGE STR. #2 | | | 0012 619-51859 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 43850.80000 43850.80 PAINT STEEL BRIDGE STR. #3 | | | 0013 619-51859 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 46068.40000 46068.40 PAINT STEEL BRIDGE STR. #4 | | | 0014 619-51859 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 44732.80000 44732.80 PAINT STEEL BRIDGE STR. #5 | | | 0015 619-51859 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| 53421.20000 53421.20 PAINT STEEL BRIDGE STR. #6 | | | 0016 619-51859 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| 52060.40000 52060.40 PAINT STEEL BRIDGE STR. #7 | | | 0017 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #1 | | | 0018 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #2 | | | 0019 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-2019240 |(6) 59-2361020 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #4 | | | 0021 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #5 | | | 0022 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #6 | | | 0023 619-60806 LUMP| 3000.00000 3000.00| 300.00000 300.00| 6112.00000 6112.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. #7 | | | 0024 619-61000 LUMP| 30000.00000 30000.00| 51000.00000 51000.00| 55245.16000 55245.16 CLEAN STEEL BRIDGE STR. #1 | | | 0025 619-61000 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 47696.60000 47696.60 CLEAN STEEL BRIDGE STR. #2 | | | 0026 619-61000 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 49175.54000 49175.54 CLEAN STEEL BRIDGE STR. #3 | | | 0027 619-61000 LUMP| 30000.00000 30000.00| 47000.00000 47000.00| 51662.42000 51662.42 CLEAN STEEL BRIDGE STR. #4 | | | 0028 619-61000 LUMP| 30000.00000 30000.00| 46000.00000 46000.00| 50164.64000 50164.64 CLEAN STEEL BRIDGE STR. #5 | | | 0029 619-61000 LUMP| 30000.00000 30000.00| 56000.00000 56000.00| 59908.06000 59908.06 CLEAN STEEL BRIDGE STR. #6 | | | 0030 619-61000 LUMP| 30000.00000 30000.00| 53000.00000 53000.00| 58382.02000 58382.02 CLEAN STEEL BRIDGE STR. #7 | | | 0031 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #1 | | | 0032 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #2 | | | 0033 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #3 | | | 0034 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #4 | | | 0035 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #5 | | | 0036 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #6 | | | 0037 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 5000.00000 5000.00 SURFACE SEAL STR. #7 | | | 0038 801-01093 4.000 EACH| 595.00000 2380.00| 595.00000 2380.00| 714.00000 2856.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 513 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,999.98 ROUTE : I-65 CALL ORDER : 513 CONTRACT ID : B -26767-A COUNTIES : TIPPECANOE WHITE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-2019240 |(6) 59-2361020 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06640 22.000 EACH| 79.00000 1738.00| 79.00000 1738.00| 94.80000 2085.60 CONSTRUCTION SIGN, A | | | 0040 801-06710 240.000 DAY | 5.00000 1200.00| 12.00000 2880.00| 14.40000 3456.00 FLASHING ARROW SIGN | | | 0041 801-09133 2.000 EACH| 3900.00000 7800.00| 3900.00000 7800.00| 9360.00000 18720.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 483,418.00| $ 528,498.00| $ 853,564.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,418.00| $ 528,498.00| $ 853,564.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/12/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 286,400.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 297,600.00 103.9106% 3 35-1645115 THREE STAR PAINTING $ 303,712.85 106.0449% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 327,000.00 114.1759% 5 35-1131315 FIVE STAR PAINTING, INC. $ 364,385.00 127.2293% 6 35-1778430 SPANOS, N.I. PAINTING, INC. $ 395,456.00 138.0782% 7 59-3285921 S & D INDUSTRIAL PAINTING $ 518,000.00 180.8659% 8 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 678,796.00 237.0097% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1841931 |(3) 35-1645115 |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 15119.50000 15119.50 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 13984.78000 13984.78 PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 15021.97000 15021.97 PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 9334.71000 9334.71 PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 13749.06000 13749.06 PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 49000.00000 49000.00| 62000.00000 62000.00| 58585.52000 58585.52 CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 50000.00000 50000.00| 62000.00000 62000.00| 64117.20000 64117.20 CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 49785.12000 49785.12 CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 48000.00000 48000.00| 60000.00000 60000.00| 57328.32000 57328.32 CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 661.59000 661.59 POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 335.77000 335.77 POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 1037.19000 1037.19 POLLUTION CONTROL , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1841931 |(3) 35-1645115 |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 194.34000 194.34 POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 661.59000 661.59 SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 335.77000 335.77 SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 1037.19000 1037.19 SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 194.34000 194.34 SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 661.59000 661.59 MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 335.77000 335.77 MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 1037.19000 1037.19 MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | 0021 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 194.34000 194.34 MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 286,400.00| $ 297,600.00| $ 303,712.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,400.00| $ 297,600.00| $ 303,712.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1131315 |(6) 35-1778430 |EAGLE PAINTING & MAINTENANCE|FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| 17351.00000 17351.00| 19456.00000 19456.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 32000.00000 32000.00| 28448.00000 28448.00| 38000.00000 38000.00 PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 32000.00000 32000.00| 28448.00000 28448.00| 38000.00000 38000.00 PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 30000.00000 30000.00| 25557.00000 25557.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 33000.00000 33000.00| 25557.00000 25557.00| 29000.00000 29000.00 PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 40000.00000 40000.00| 56897.00000 56897.00| 58000.00000 58000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 40000.00000 40000.00| 56897.00000 56897.00| 58000.00000 58000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 30000.00000 30000.00| 51115.00000 51115.00| 45000.00000 45000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 40000.00000 40000.00| 51115.00000 51115.00| 58000.00000 58000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 3000.00000 3000.00 POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 3000.00000 3000.00 POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 3000.00000 3000.00 POLLUTION CONTROL , STRUCTURE NO 3 | | | 0013 619-93423 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 3000.00000 3000.00 POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 1000.00000 1000.00| 250.00000 250.00| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 1000.00000 1000.00| 250.00000 250.00| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 1000.00000 1000.00| 250.00000 250.00| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 1000.00000 1000.00| 250.00000 250.00| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1131315 |(6) 35-1778430 |EAGLE PAINTING & MAINTENANCE|FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 327,000.00| $ 364,385.00| $ 395,456.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,000.00| $ 364,385.00| $ 395,456.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-3285921 |(8) 59-2361020 | |S & D INDUSTRIAL PAINTING |M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 20000.00000 20000.00| 63624.00000 63624.00| PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 20000.00000 20000.00| 63756.00000 63756.00| PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 20000.00000 20000.00| 51700.00000 51700.00| PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 62832.00000 62832.00| PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 80000.00000 80000.00| 83868.00000 83868.00| CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 80000.00000 80000.00| 84042.00000 84042.00| CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 70000.00000 70000.00| 68150.00000 68150.00| CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 80000.00000 80000.00| 82824.00000 82824.00| CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| POLLUTION CONTROL , STRUCTURE NO 3 | | | 0013 619-93423 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 523 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : I-65 CALL ORDER : 523 CONTRACT ID : B -26788-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-3285921 |(8) 59-2361020 | |S & D INDUSTRIAL PAINTING |M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 518,000.00| $ 678,796.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,000.00| $ 678,796.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/12/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID & AWARD $ 259,000.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 280,002.34 108.1090% 3 36-3350477 EAGLE PAINTING & MAINTENANCE $ 308,000.00 118.9189% 4 35-1131315 FIVE STAR PAINTING, INC. $ 318,043.00 122.7965% 5 35-1841931 VENUS PAINTING COMPANY $ 348,200.00 134.4401% 6 59-3285921 S & D INDUSTRIAL PAINTING $ 546,000.00 210.8108% 7 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 547,940.00 211.5598% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1645115 |(3) 36-3350477 |CENTRAL PAINTING, INC. |THREE STAR PAINTING |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 8000.00000 8000.00| 14000.00000 14000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 18000.00000 18000.00| 16280.22000 16280.22| 38000.00000 38000.00 PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 18000.00000 18000.00| 16185.29000 16185.29| 38000.00000 38000.00 PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 18000.00000 18000.00| 6217.38000 6217.38| 20000.00000 20000.00 PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 18000.00000 18000.00| 6217.38000 6217.38| 20000.00000 20000.00 PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 60900.00000 60900.00| 70827.52000 70827.52| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 60900.00000 60900.00| 76654.89000 76654.89| 44000.00000 44000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 26000.00000 26000.00| 33159.40000 33159.40| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 26000.00000 26000.00| 33159.40000 33159.40| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 500.00000 500.00| 475.56000 475.56| 5000.00000 5000.00 POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 500.00000 500.00| 576.14000 576.14| 5000.00000 5000.00 POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 500.00000 500.00| 690.82000 690.82| 5000.00000 5000.00 POLLUTION CONTROL , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1645115 |(3) 36-3350477 |CENTRAL PAINTING, INC. |THREE STAR PAINTING |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-93423 LUMP| 500.00000 500.00| 690.82000 690.82| 5000.00000 5000.00 POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 475.57000 475.57| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 576.14000 576.14| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 690.82000 690.82| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 690.82000 690.82| 1000.00000 1000.00 SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 500.00000 500.00| 475.57000 475.57| 500.00000 500.00 MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 500.00000 500.00| 576.96000 576.96| 500.00000 500.00 MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 500.00000 500.00| 690.82000 690.82| 1500.00000 1500.00 MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | 0021 801-06775 LUMP| 500.00000 500.00| 690.82000 690.82| 1500.00000 1500.00 MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 259,000.00| $ 280,002.34| $ 308,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,000.00| $ 280,002.34| $ 308,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1841931 |(6) 59-3285921 |FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY |S & D INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 15145.00000 15145.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 30803.00000 30803.00| 10000.00000 10000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 30803.00000 30803.00| 10000.00000 10000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 17280.00000 17280.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 17280.00000 17280.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 61605.00000 61605.00| 88000.00000 88000.00| 104000.00000 104000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 61605.00000 61605.00| 97000.00000 97000.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 34561.00000 34561.00| 50000.00000 50000.00| 72000.00000 72000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 34561.00000 34561.00| 50000.00000 50000.00| 72000.00000 72000.00 CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 1500.00000 1500.00| 300.00000 300.00| 10000.00000 10000.00 POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 1500.00000 1500.00| 300.00000 300.00| 10000.00000 10000.00 POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 10000.00000 10000.00 POLLUTION CONTROL , STRUCTURE NO 3 | | | 0013 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 10000.00000 10000.00 POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 800.00000 800.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 800.00000 800.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 3500.00000 3500.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1841931 |(6) 59-3285921 |FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY |S & D INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 3500.00000 3500.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 318,043.00| $ 348,200.00| $ 546,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,043.00| $ 348,200.00| $ 546,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-2361020 | | |M & J CONST. CO. OF PINELLAS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 58575.00000 58575.00| | PAINT STEEL BRIDGE , STRUCTURE NO 1 | | | 0003 619-51859 LUMP| 62650.00000 62650.00| | PAINT STEEL BRIDGE , STRUCTURE NO 2 | | | 0004 619-51859 LUMP| 31250.00000 31250.00| | PAINT STEEL BRIDGE , STRUCTURE NO 3 | | | 0005 619-51859 LUMP| 31250.00000 31250.00| | PAINT STEEL BRIDGE , STRUCTURE NO 4 | | | 0006 619-61000 LUMP| 82005.00000 82005.00| | CLEAN STEEL BRIDGE , STRUCTURE NO 1 | | | 0007 619-61000 LUMP| 87710.00000 87710.00| | CLEAN STEEL BRIDGE , STRUCTURE NO 2 | | | 0008 619-61000 LUMP| 43750.00000 43750.00| | CLEAN STEEL BRIDGE , STRUCTURE NO 3 | | | 0009 619-61000 LUMP| 43750.00000 43750.00| | CLEAN STEEL BRIDGE , STRUCTURE NO 4 | | | 0010 619-93423 LUMP| 6000.00000 6000.00| | POLLUTION CONTROL , STRUCTURE NO 1 | | | 0011 619-93423 LUMP| 6000.00000 6000.00| | POLLUTION CONTROL , STRUCTURE NO 2 | | | 0012 619-93423 LUMP| 6000.00000 6000.00| | POLLUTION CONTROL , STRUCTURE NO 3 | | | 0013 619-93423 LUMP| 6000.00000 6000.00| | POLLUTION CONTROL , STRUCTURE NO 4 | | | 0014 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL , STRUCTURE NO 1 | | | 0015 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL , STRUCTURE NO 2 | | | 0016 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL , STRUCTURE NO 3 | | | 0017 709-51821 LUMP| 5500.00000 5500.00| | SURFACE SEAL , STRUCTURE NO 4 | | | 0018 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STRUCTURE NO 1 | | | 0019 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STRUCTURE NO 2 | | | 0020 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 525 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : I-65 CALL ORDER : 525 CONTRACT ID : B -26789-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-2361020 | | |M & J CONST. CO. OF PINELLAS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC , STRUCTURE NO 4 | | | SECTION TOTALS | $ 547,940.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,940.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/12/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 069200Y SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 179,498.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 190,400.00 106.0736% 3 35-1841931 VENUS PAINTING COMPANY CONDITIONAL BID $ 213,600.00 118.9985% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 225,000.00 125.3495% 5 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 264,000.00 147.0768% 6 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 268,250.00 149.4445% 7 59-3285921 S & D INDUSTRIAL PAINTING $ 359,000.00 200.0022% 8 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 429,280.00 239.1558% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 8547.00000 8547.00| 8000.00000 8000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 9219.00000 9219.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 12079.00000 12079.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 16110.00000 16110.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-51859 LUMP| 16110.00000 16110.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR NO 4 | | | 0006 619-61000 LUMP| 18438.00000 18438.00| 22000.00000 22000.00| 24000.00000 24000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0007 619-61000 LUMP| 24157.00000 24157.00| 32000.00000 32000.00| 36000.00000 36000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0008 619-61000 LUMP| 32219.00000 32219.00| 42000.00000 42000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0009 619-61000 LUMP| 32219.00000 32219.00| 42000.00000 42000.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0010 619-93423 LUMP| 1300.00000 1300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 1 | | | 0011 619-93423 LUMP| 1300.00000 1300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 2 | | | 0012 619-93423 LUMP| 1500.00000 1500.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-93423 LUMP| 1500.00000 1500.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 4 | | | 0014 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR N0 3 | | | 0015 709-51821 LUMP| 150.00000 150.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 250.00000 250.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR NO 4 | | | 0018 801-06775 LUMP| 700.00000 700.00| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0019 801-06775 LUMP| 900.00000 900.00| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0020 801-06775 LUMP| 1200.00000 1200.00| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR NO 3 | | | 0021 801-06775 LUMP| 1200.00000 1200.00| 500.00000 500.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR NO 4 | | | SECTION TOTALS | $ 179,498.00| $ 190,400.00| $ 213,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,498.00| $ 190,400.00| $ 213,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 15000.00000 15000.00| 13000.00000 13000.00| 13412.50000 13412.50 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 15000.00000 15000.00| 17000.00000 17000.00| 6695.85000 6695.85 PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 8560.35000 8560.35 PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 24000.00000 24000.00| 27000.00000 27000.00| 12286.80000 12286.80 PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-51859 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| 15628.65000 15628.65 PAINT STEEL BRIDGE , STR NO 4 | | | 0006 619-61000 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| 35711.20000 35711.20 CLEAN STEEL BRIDGE , STR NO 1 | | | 0007 619-61000 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 45655.20000 45655.20 CLEAN STEEL BRIDGE , STR NO 2 | | | 0008 619-61000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 55147.20000 55147.20 CLEAN STEEL BRIDGE , STR NO 3 | | | 0009 619-61000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 67352.80000 67352.80 CLEAN STEEL BRIDGE , STR NO 4 | | | 0010 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 743.98000 743.98 POLLUTION CONTROL , STR NO 1 | | | 0011 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 951.15000 951.15 POLLUTION CONTROL , STR NO 2 | | | 0012 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 500.00000 500.00 POLLUTION CONTROL , STR NO 3 | | | 0013 619-93423 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 407.70000 407.70 POLLUTION CONTROL , STR NO 4 | | | 0014 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 743.98000 743.98 SURFACE SEAL , STR N0 3 | | | 0015 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 951.15000 951.15 SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 403.18000 403.18 SURFACE SEAL , STR NO 4 | | | 0018 801-06775 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 743.98000 743.98 MAINTAINING TRAFFIC , STR NO 1 | | | 0019 801-06775 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 951.15000 951.15 MAINTAINING TRAFFIC , STR NO 2 | | | 0020 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 403.18000 403.18 MAINTAINING TRAFFIC , STR NO 4 | | | SECTION TOTALS | $ 225,000.00| $ 264,000.00| $ 268,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,000.00| $ 264,000.00| $ 268,250.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-3285921 |(8) 59-2361020 | |S & D INDUSTRIAL PAINTING |M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 20000.00000 20000.00| 21900.00000 21900.00| PAINT STEEL BRIDGE , STR NO 1 | | | 0003 619-51859 LUMP| 20000.00000 20000.00| 31075.00000 31075.00| PAINT STEEL BRIDGE , STR NO 2 | | | 0004 619-51859 LUMP| 20000.00000 20000.00| 36725.00000 36725.00| PAINT STEEL BRIDGE , STR NO 3 | | | 0005 619-51859 LUMP| 20000.00000 20000.00| 43750.00000 43750.00| PAINT STEEL BRIDGE , STR NO 4 | | | 0006 619-61000 LUMP| 30000.00000 30000.00| 30660.00000 30660.00| CLEAN STEEL BRIDGE , STR NO 1 | | | 0007 619-61000 LUMP| 48000.00000 48000.00| 43505.00000 43505.00| CLEAN STEEL BRIDGE , STR NO 2 | | | 0008 619-61000 LUMP| 52000.00000 52000.00| 51415.00000 51415.00| CLEAN STEEL BRIDGE , STR NO 3 | | | 0009 619-61000 LUMP| 61000.00000 61000.00| 61250.00000 61250.00| CLEAN STEEL BRIDGE , STR NO 4 | | | 0010 619-93423 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| POLLUTION CONTROL , STR NO 1 | | | 0011 619-93423 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| POLLUTION CONTROL , STR NO 2 | | | 0012 619-93423 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| POLLUTION CONTROL , STR NO 3 | | | 0013 619-93423 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| POLLUTION CONTROL , STR NO 4 | | | 0014 709-51821 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| SURFACE SEAL , STR N0 3 | | | 0015 709-51821 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| SURFACE SEAL , STR NO 1 | | | 0016 709-51821 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| SURFACE SEAL , STR NO 2 | | | 0017 709-51821 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| SURFACE SEAL , STR NO 4 | | | 0018 801-06775 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| MAINTAINING TRAFFIC , STR NO 1 | | | 0019 801-06775 LUMP| 2000.00000 2000.00| 9000.00000 9000.00| MAINTAINING TRAFFIC , STR NO 2 | | | 0020 801-06775 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 527 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,000.00 ROUTE : I-69 CALL ORDER : 527 CONTRACT ID : B -26790-A COUNTIES : DELAWARE MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 59-3285921 |(8) 59-2361020 | |S & D INDUSTRIAL PAINTING |M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC , STR NO 4 | | | SECTION TOTALS | $ 359,000.00| $ 429,280.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,000.00| $ 429,280.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 537 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,155.00 ROUTE : SR 225 CALL ORDER : 537 CONTRACT ID : B -26817-A COUNTIES : TIPPECANOE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/20/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 547900E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 18,678.00 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 21,368.00 114.4019% ==================================================================================================================================== |(1) 31-1028573 |(2) 35-1386990 | |CIVIL CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 2700.00000 2700.00| 1050.00000 1050.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 702-51863 2.000 EACH| 215.00000 430.00| 250.00000 500.00| FIELD DRILLED HOLE IN CONCRETE | | | 0003 711-51038 LUMP| 9546.00000 9546.00| 12250.00000 12250.00| STRUCTURAL STEEL | | | 0004 724-04163 16.000 LFT | 128.00000 2048.00| 63.00000 1008.00| STRUCTURAL EXPANSION JOINT SEAL, REPLACE| | | 0005 801-06625 17.000 EACH| 39.00000 663.00| 110.00000 1870.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0006 801-06640 7.000 EACH| 49.00000 343.00| 75.00000 525.00| CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 1216.00000 1216.00| 1800.00000 1800.00| MAINTAINING TRAFFIC | | | 0009 801-07119 72.000 LFT | 4.75000 342.00| 6.25000 450.00| BARRICADE, III-B | | | 0010 801-04308 11.000 EACH| 92.00000 1012.00| 125.00000 1375.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-03290 2.000 EACH| 129.00000 258.00| 150.00000 300.00| CONSTRUCTION SIGN, C | | | 0012 801-06645 6.000 EACH| 20.00000 120.00| 40.00000 240.00| CONSTRUCTION SIGN, B | | | SECTION TOTALS | $ 18,678.00| $ 21,368.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,678.00| $ 21,368.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 547 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,285.00 ROUTE : VARIOUS CALL ORDER : 547 CONTRACT ID : B -26863-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/26/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 429,708.75 100.0000% ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 110-01001 LUMP| 20280.00000 20280.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 110-01001 LUMP| 2360.00000 2360.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN BLUFFTON SUBDISTRICT | | | 0003 110-01001 LUMP| 5310.00000 5310.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN FORT WAYNE SUBDISTRICT| | | 0004 110-01001 LUMP| 2790.00000 2790.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN GOSHEN SUBDISTRICT | | | 0005 110-01001 LUMP| 2700.00000 2700.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN WABASH SUBDISTRICT | | | 0006 110-01001 LUMP| 2610.00000 2610.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN WARSAW SUBDISTRICT | | | 0007 110-01001 LUMP| 2530.00000 2530.00| | MOBILIZATION AND DEMOBILIZATION | | | EMERGENCY WORK IN ANGOLA SUBDISTRICT | | | 0008 213-04324 10.000 CYS | 470.00000 4700.00| | FLOWABLE FILL EMERGENCY WORK | | | 0009 304-07490 9.000 TON | 126.00000 1134.00| | HMA PATCHING, TYPE B | | | 0010 402-07451 21.000 TON | 175.00000 3675.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0011 402-07451 10.000 TON | 100.00000 1000.00| | HMA, TYPE B, WEDGE AND LEVEL EMERGENCY | | | WORK | | | 0012 406-05521 200.000 SYS | 0.60000 120.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 547 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,285.00 ROUTE : VARIOUS CALL ORDER : 547 CONTRACT ID : B -26863-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 605-05523 50.000 LFT | 30.00000 1500.00| | CURB, HMA EMERGENCY WORK | | | 0014 616-02281 3.000 CYS | 280.00000 840.00| | GROUT FOR RIPRAP | | | 0015 616-06405 7.000 TON | 110.00000 770.00| | RIPRAP, REVETMENT | | | 0016 616-06405 50.000 TON | 110.00000 5500.00| | RIPRAP, REVETMENT EMERGENCY WORK | | | 0017 616-93772 1.000 EACH| 310.00000 310.00| | INSPECTION HOLE EMERGENCY WORK | | | 0018 617-99171 295.000 LFT | 37.00000 10915.00| | REPLACEMENT OF SEAL FOR EXPANSION JOINT,| | | SS | | | 0019 722-51852 545.000 SFT | 54.00000 29430.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0020 722-51852 20.000 SFT | 64.50000 1290.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | EMERGENCY WORK | | | 0021 722-60824 253.000 SYS | 5.75000 1454.75| | SURFACE MILLING | | | 0022 724-03276 50.000 LFT | 56.00000 2800.00| | EXPANSION JOINT SEALING SYSTEM | | | EMERGENCY WORK | | | 0023 724-03276 160.000 LFT | 149.00000 23840.00| | EXPANSION JOINT SEALING SYSTEM REMOVE | | | AND REPLACE, REMOVE POLYMER MOD JOINT | | | 0024 724-03276 85.000 LFT | 155.00000 13175.00| | EXPANSION JOINT SEALING SYSTEM WITH | | | NOSING, REMOVE AND REPLACE, BS-EXP JOINT| | | 0025 724-03276 3330.000 LFT | 35.00000 116550.00| | EXPANSION JOINT SEALING SYSTEM WITHOUT | | | NOSING | | | 0026 801-01093 32.000 EACH| 190.00000 6080.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-01093 20.000 EACH| 325.00000 6500.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY EMERGENCY WORK | | | 0028 801-06640 588.000 EACH| 92.00000 54096.00| | CONSTRUCTION SIGN, A | | | 0029 801-06640 20.000 EACH| 92.00000 1840.00| | CONSTRUCTION SIGN, A EMERGENCY WORK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 547 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,285.00 ROUTE : VARIOUS CALL ORDER : 547 CONTRACT ID : B -26863-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 801-06710 44.000 DAY | 23.50000 1034.00| | FLASHING ARROW SIGN | | | 0031 801-06710 10.000 DAY | 33.50000 335.00| | FLASHING ARROW SIGN EMERGENCY WORK | | | 0032 801-06775 LUMP| 2520.00000 2520.00| | MAINTAINING TRAFFIC EMERGENCY WORK | | | 0033 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 01 | | | 0034 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 02 | | | 0035 801-06775 LUMP| 2100.00000 2100.00| | MAINTAINING TRAFFIC STRUCTURE NO. 03 | | | 0036 801-06775 LUMP| 2030.00000 2030.00| | MAINTAINING TRAFFIC STRUCTURE NO. 04 | | | 0037 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 05 | | | 0038 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 06 | | | 0039 801-06775 LUMP| 2630.00000 2630.00| | MAINTAINING TRAFFIC STRUCTURE NO. 07 | | | 0040 801-06775 LUMP| 2040.00000 2040.00| | MAINTAINING TRAFFIC STRUCTURE NO. 08 | | | 0041 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 09 | | | 0042 801-06775 LUMP| 2200.00000 2200.00| | MAINTAINING TRAFFIC STRUCTURE NO. 10 | | | 0043 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 11 | | | 0044 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 12 | | | 0045 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 13 | | | 0046 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 14 | | | 0047 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 15 | | | 0048 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 16 | | | 0049 801-06775 LUMP| 2590.00000 2590.00| | MAINTAINING TRAFFIC STRUCTURE NO. 17 | | | 0050 801-06775 LUMP| 2470.00000 2470.00| | MAINTAINING TRAFFIC STRUCTURE NO. 18 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 547 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,285.00 ROUTE : VARIOUS CALL ORDER : 547 CONTRACT ID : B -26863-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06775 LUMP| 2710.00000 2710.00| | MAINTAINING TRAFFIC STRUCTURE NO. 19 | | | 0052 801-06775 LUMP| 2240.00000 2240.00| | MAINTAINING TRAFFIC STRUCTURE NO. 20 | | | 0053 801-06775 LUMP| 2240.00000 2240.00| | MAINTAINING TRAFFIC STRUCTURE NO. 21 | | | 0054 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 22 | | | 0055 801-06775 LUMP| 2470.00000 2470.00| | MAINTAINING TRAFFIC STRUCTURE NO. 23 | | | 0056 801-06775 LUMP| 2470.00000 2470.00| | MAINTAINING TRAFFIC STRUCTURE NO. 24 | | | 0057 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 25 | | | 0058 801-06775 LUMP| 1920.00000 1920.00| | MAINTAINING TRAFFIC STRUCTURE NO. 26 | | | 0059 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 27 | | | 0060 801-06775 LUMP| 2260.00000 2260.00| | MAINTAINING TRAFFIC STRUCTURE NO. 28 | | | 0061 801-06775 LUMP| 2490.00000 2490.00| | MAINTAINING TRAFFIC STRUCTURE NO. 29 | | | 0062 801-06775 LUMP| 2370.00000 2370.00| | MAINTAINING TRAFFIC STRUCTURE NO. 30 | | | 0063 801-06775 LUMP| 2030.00000 2030.00| | MAINTAINING TRAFFIC STRUCTURE NO. 31 | | | 0064 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 32 | | | 0065 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 33 | | | 0066 801-06775 LUMP| 2470.00000 2470.00| | MAINTAINING TRAFFIC STRUCTURE NO. 34 | | | 0067 801-06775 LUMP| 2710.00000 2710.00| | MAINTAINING TRAFFIC STRUCTURE NO. 35 | | | 0068 801-06775 LUMP| 2470.00000 2470.00| | MAINTAINING TRAFFIC STRUCTURE NO. 36 | | | 0069 801-06775 LUMP| 2590.00000 2590.00| | MAINTAINING TRAFFIC STRUCTURE NO. 37 | | | 0070 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 38 | | | 0071 801-06775 LUMP| 2270.00000 2270.00| | MAINTAINING TRAFFIC STRUCTURE NO. 39 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 547 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,285.00 ROUTE : VARIOUS CALL ORDER : 547 CONTRACT ID : B -26863-A COUNTIES : VARIOUS LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06775 LUMP| 3170.00000 3170.00| | MAINTAINING TRAFFIC STRUCTURE NO. 40 | | | 0073 801-06775 LUMP| 3160.00000 3160.00| | MAINTAINING TRAFFIC STRUCTURE NO. 41 | | | 0074 801-06775 LUMP| 1760.00000 1760.00| | MAINTAINING TRAFFIC STRUCTURE NO. 42 | | | SECTION TOTALS | $ 429,708.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,708.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 557 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,800.00 ROUTE : SR 11 AND SR 235 CALL ORDER : 557 CONTRACT ID : B -26867-A COUNTIES : JACKSON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/18/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 344,684.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 362,568.00 105.1885% 3 35-1841931 VENUS PAINTING COMPANY $ 377,470.00 109.5119% 4 35-1645115 THREE STAR PAINTING $ 383,993.86 111.4046% 5 35-1131315 FIVE STAR PAINTING, INC. $ 467,143.00 135.5279% 6 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 1,503,342.80 436.1510% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-2019240 |(3) 35-1841931 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 500.00000 4000.00| 500.00000 4000.00| 600.00000 4800.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 20000.00000 20000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 15000.00000 15000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-51859 LUMP| 68000.00000 68000.00| 50000.00000 50000.00| 9000.00000 9000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0006 619-51859 LUMP| 60000.00000 60000.00| 30000.00000 30000.00| 9000.00000 9000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0008 619-60806 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0009 619-61000 LUMP| 85000.00000 85000.00| 167781.00000 167781.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP| 70000.00000 70000.00| 75500.00000 75500.00| 115000.00000 115000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 557 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,800.00 ROUTE : SR 11 AND SR 235 CALL ORDER : 557 CONTRACT ID : B -26867-A COUNTIES : JACKSON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-3350477 |(2) 35-2019240 |(3) 35-1841931 |EAGLE PAINTING & MAINTENANCE|CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-04308 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06625 21.000 EACH| 50.00000 1050.00| 47.00000 987.00| 30.00000 630.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 20.000 EACH| 12.00000 240.00| 69.00000 1380.00| 30.00000 600.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 30.000 DAY | 15.00000 450.00| 14.00000 420.00| 20.00000 600.00 FLASHING ARROW SIGN | | | 0017 801-07118 24.000 LFT | 6.00000 144.00| 550.00000 13200.00| 10.00000 240.00 BARRICADE, III-A | | | SECTION TOTALS | $ 344,684.00| $ 362,568.00| $ 377,470.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,684.00| $ 362,568.00| $ 377,470.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 557 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 581,800.00 ROUTE : SR 11 AND SR 235 CALL ORDER : 557 CONTRACT ID : B -26867-A COUNTIES : JACKSON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-1131315 |(6) 59-2361020 |THREE STAR PAINTING |FIVE STAR PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 8.000 MOS | 500.00000 4000.00| 2100.00000 16800.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 18839.05000 18839.05| 19864.00000 19864.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 118.28000 118.28| 5000.00000 5000.00| 30000.00000 30000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 461.07000 461.07| 2500.00000 2500.00| 20000.00000 20000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-51859 LUMP| 31419.42000 31419.42| 75181.00000 75181.00| 417300.00000 417300.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0006 619-51859 LUMP| 20532.88000 20532.88| 43080.00000 43080.00| 147000.00000 147000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0007 619-60806 LUMP| 118.28000 118.28| 5000.00000 5000.00| 21590.00000 21590.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0008 619-60806 LUMP| 461.07000 461.07| 8800.00000 8800.00| 31590.00000 31590.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0009 619-61000 LUMP| 180054.22000 180054.22| 200362.00000 200362.00| 546000.00000 546000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP| 124191.24000 124191.24| 86161.00000 86161.00| 231000.00000 231000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP| 118.28000 118.28| 300.00000 300.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP| 461.07000 461.07| 600.00000 600.00| 7000.00000 7000.00 SURFACE SEAL , STR. NO. 2 | | | 0013 801-04308 2.000 EACH| 150.00000 300.00| 165.00000 330.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06625 21.000 EACH| 47.00000 987.00| 51.00000 1071.00| 56.40000 1184.40 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 20.000 EACH| 69.00000 1380.00| 75.00000 1500.00| 82.80000 1656.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 30.000 DAY | 14.00000 420.00| 15.00000 450.00| 16.80000 504.00 FLASHING ARROW SIGN | | | 0017 801-07118 24.000 LFT | 5.50000 132.00| 6.00000 144.00| 6.60000 158.40 BARRICADE, III-A | | | SECTION TOTALS | $ 383,993.86| $ 467,143.00| $ 1,503,342.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 383,993.86| $ 467,143.00| $ 1,503,342.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 559 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,695.52 ROUTE : I-65 CALL ORDER : 559 CONTRACT ID : B -26868-A COUNTIES : BARTHOLOMEW LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE REJECTED $ 99,070.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY CONDITIONAL BID & AWARD $ 294,358.00 297.1212% 3 35-1645115 THREE STAR PAINTING $ 314,157.98 317.1070% 4 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 465,229.60 469.5968% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-1841931 |(3) 35-1645115 |EAGLE PAINTING & MAINTENANCE|VENUS PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 3.000 MOS | 500.00000 1500.00| 600.00000 1800.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0002 619-51859 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 43450.00000 43450.00 PAINT STEEL BRIDGE | | | 0003 619-60806 LUMP| 5000.00000 5000.00| 600.00000 600.00| 241.66000 241.66 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0004 619-61000 LUMP| 45000.00000 45000.00| 230000.00000 230000.00| 265825.00000 265825.00 CLEAN STEEL BRIDGE | | | 0005 709-51821 LUMP| 2000.00000 2000.00| 300.00000 300.00| 241.66000 241.66 SURFACE SEAL | | | 0006 619-05926 LUMP| 15000.00000 15000.00| 500.00000 500.00| 241.66000 241.66 ENVIRONMENTAL CONTROL | | | 0007 801-06640 12.000 EACH| 10.00000 120.00| 59.00000 708.00| 59.00000 708.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 15.00000 450.00| 15.00000 450.00| 15.00000 450.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 99,070.00| $ 294,358.00| $ 314,157.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,070.00| $ 294,358.00| $ 314,157.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 559 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,695.52 ROUTE : I-65 CALL ORDER : 559 CONTRACT ID : B -26868-A COUNTIES : BARTHOLOMEW LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 59-2361020 | | |M & J CONST. CO. OF PINELLAS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 3.000 MOS | 1000.00000 3000.00| | FIELD OFFICE, A | | | 0002 619-51859 LUMP| 175000.00000 175000.00| | PAINT STEEL BRIDGE | | | 0003 619-60806 LUMP| 24840.00000 24840.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0004 619-61000 LUMP| 245000.00000 245000.00| | CLEAN STEEL BRIDGE | | | 0005 709-51821 LUMP| 6000.00000 6000.00| | SURFACE SEAL | | | 0006 619-05926 LUMP| 10000.00000 10000.00| | ENVIRONMENTAL CONTROL | | | 0007 801-06640 12.000 EACH| 70.80000 849.60| | CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 18.00000 540.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 465,229.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,229.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,195.52 ROUTE : SR 135 CALL ORDER : 561 CONTRACT ID : B -26869-A COUNTIES : HARRISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 248,744.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 292,300.00 117.5103% 3 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 362,311.00 145.6561% 4 35-1841931 VENUS PAINTING COMPANY $ 365,000.00 146.7372% 5 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 473,420.00 190.3241% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-1645115 |(3) 35-1131315 |EAGLE PAINTING & MAINTENANCE|THREE STAR PAINTING |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 3.000 MOS | 1000.00000 3000.00| 500.00000 1500.00| 2100.00000 6300.00 FIELD OFFICE, A | | | 0002 619-05926 LUMP| 20000.00000 20000.00| 227.00000 227.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 100000.00000 100000.00| 31926.50000 31926.50| 103082.00000 103082.00 PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 10000.00000 10000.00| 227.00000 227.00| 14400.00000 14400.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 113000.00000 113000.00| 256392.50000 256392.50| 231165.00000 231165.00 CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 2000.00000 2000.00| 227.00000 227.00| 300.00000 300.00 SURFACE SEAL | | | 0007 801-06640 12.000 EACH| 12.00000 144.00| 125.00000 1500.00| 137.00000 1644.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 20.00000 600.00| 10.00000 300.00| 14.00000 420.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 248,744.00| $ 292,300.00| $ 362,311.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 248,744.00| $ 292,300.00| $ 362,311.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,195.52 ROUTE : SR 135 CALL ORDER : 561 CONTRACT ID : B -26869-A COUNTIES : HARRISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 59-2361020 | |VENUS PAINTING COMPANY |M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 3.000 MOS | 600.00000 1800.00| 1000.00000 3000.00| FIELD OFFICE, A | | | 0002 619-05926 LUMP| 52000.00000 52000.00| 15000.00000 15000.00| ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 41500.00000 41500.00| 186000.00000 186000.00| PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 1000.00000 1000.00| 36420.00000 36420.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 265000.00000 265000.00| 220720.00000 220720.00| CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| SURFACE SEAL | | | 0007 801-06640 12.000 EACH| 125.00000 1500.00| 150.00000 1800.00| CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 40.00000 1200.00| 16.00000 480.00| FLASHING ARROW SIGN | | | SECTION TOTALS | $ 365,000.00| $ 473,420.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,000.00| $ 473,420.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 571 CONTRACT ID : B -26890-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. IRREGULAR BID $ 28,391,073.90 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 28,993,000.00 102.1201% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 30,519,348.41 107.4962% ====================================================================================================================================