INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3262014 326200M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,561,898.18 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,968,741.79 108.9182% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|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| 10000.00000 10000.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 1500.00000 30000.00| 1100.00000 22000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 225000.00000 225000.00| 248000.00000 248000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 292.000 SYS | 25.00000 7300.00| 15.00000 4380.00| PAVEMENT, REMOVE | | | 0005 202-02241 315.000 LFT | 6.00000 1890.00| 6.00000 1890.00| GUARDRAIL, REMOVE | | | 0006 202-02274 200.000 LFT | 10.00000 2000.00| 8.00000 1600.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 514000.00000 514000.00| 500000.00000 500000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 54.000 SYS | 10.00000 540.00| 15.00000 810.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 388.000 SYS | 5.00000 1940.00| 3.00000 1164.00| SURFACE MILLING, ASPHALT | | | 0010 202-96151 LUMP| 600.00000 600.00| 600.00000 600.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-90014 1.520 STA | 3000.00000 4560.00| 1487.30000 2260.70| LINEAR GRADING | | | 0012 210-07614 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| CAGED LADDERS | | | 0013 210-07615 LUMP| 9000.00000 9000.00| 6000.00000 6000.00| FALL ARREST SYSTEM | | | 0014 210-07616 4000.000 LFT | 12.00000 48000.00| 26.00000 104000.00| ROPE , WIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 84.000 TON | 40.00000 3360.00| 40.00000 3360.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04489 18.000 TON | 50.00000 900.00| 40.00000 720.00| COMPACTED CRUSHED AGGREGATE, 8 | | | 0017 406-05521 635.000 SYS | 0.30000 190.50| 0.22000 139.70| ASPHALT FOR TACK COAT | | | 0018 502-06329 108.000 SYS | 85.00000 9180.00| 120.00000 12960.00| PCCP, 12 IN. | | | 0019 503-05310 50.000 LFT | 215.00000 10750.00| 200.00000 10000.00| TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1350.00000 5400.00| 1400.00000 5600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-07023 1.000 EACH| 11000.00000 11000.00| 9000.00000 9000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0022 601-94689 4.000 EACH| 2050.00000 8200.00| 2100.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 200.000 LFT | 10.50000 2100.00| 11.00000 2200.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 1930.000 LFT | 60.00000 115800.00| 32.00000 61760.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 430.000 LFT | 50.00000 21500.00| 30.00000 12900.00| TEMPORARY CONCRETE BARRIER | | | 0026 605-06100 200.000 LFT | 26.00000 5200.00| 27.00000 5400.00| CURB, INTEGRAL, C, CONCRETE | | | 0027 610-06259 156.000 SYS | 85.00000 13260.00| 80.00000 12480.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0028 610-07487 186.000 TON | 115.00000 21390.00| 155.00000 28830.00| HMA FOR APPROACHES, TYPE B | | | 0029 619-04414 58.000 EACH| 275.00000 15950.00| 120.00000 6960.00| DRAIN EXTENSION | | | 0030 619-61505 LUMP| 125000.00000 125000.00| 75000.00000 75000.00| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0031 619-93423 LUMP| 11000.00000 11000.00| 10000.00000 10000.00| POLLUTION CONTROL | | | 0032 621-01004 2.000 EACH| 310.00000 620.00| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 200.000 SYS | 3.75000 750.00| 7.00000 1400.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51005 5.800 CYS | 1400.00000 8120.00| 1500.00000 8700.00| CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51110 16336.000 LBS | 3.00000 49008.00| 3.25000 53092.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 5694.000 EACH| 7.00000 39858.00| 10.00000 56940.00| FIELD DRILLED HOLE IN CONCRETE | | | 0037 702-90915 2.300 CYS | 1100.00000 2530.00| 2300.00000 5290.00| CONCRETE, A | | | 0038 703-51030 3936.000 LBS | 0.70000 2755.20| 0.55000 2164.80| REINFORCING STEEL | | | 0039 703-51032 369223.000 LBS | 0.75000 276917.25| 0.68000 251071.64| REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 1884.000 EACH| 10.00000 18840.00| 9.00000 16956.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 926.400 CYS | 700.00000 648480.00| 612.00000 566956.80| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-06339 5436.000 LFT | 29.95000 162808.20| 37.00000 201132.00| RAILING, PF-1 | | | 0043 706-06351 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0044 706-51020 364.700 CYS | 550.00000 200585.00| 400.00000 145880.00| CONCRETE, C, RAILING | | | 0045 708-51813 170.000 SFT | 155.00000 26350.00| 195.00000 33150.00| PNEUMATICALLY PLACED MORTAR | | | 0046 709-51821 LUMP| 40000.00000 40000.00| 19600.00000 19600.00| SURFACE SEAL | | | 0047 710-51864 333.000 EACH| 250.00000 83250.00| 18.50000 6160.50| FIELD DRILLED HOLE | | | 0048 711-01373 100.000 EACH| 200.00000 20000.00| 16.00000 1600.00| BOLT , REPLACE | | | 0049 711-01772 144.000 EACH| 90.00000 12960.00| 355.00000 51120.00| RETROFIT, 1 | | | 0050 711-01774 3504.000 EACH| 60.00000 210240.00| 325.00000 1138800.00| RETROFIT, 2 | | | 0051 711-04702 19994.000 IN | 2.10000 41987.40| 2.00000 39988.00| PEEN WELD | | | 0052 711-51038 LUMP| 250000.00000 250000.00| 75000.00000 75000.00| STRUCTURAL STEEL | | | 0053 711-51114 64.000 EACH| 30.00000 1920.00| 31.00000 1984.00| ANCHOR BOLT, AR22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 711-51877 LUMP| 82000.00000 82000.00| 125000.00000 125000.00| JACKING AND SUPPORTING BEAMS | | | 0055 711-92500 32.000 EACH| 30.00000 960.00| 50.00000 1600.00| ANCHOR ROD | | | 0056 715-92537 266.000 LFT | 65.00000 17290.00| 30.00000 7980.00| PIPE, PVC, 8 IN. | | | 0057 720-44000 4.000 EACH| 550.00000 2200.00| 450.00000 1800.00| CASTING, ADJUST TO GRADE | | | 0058 722-51401 300.000 SFT | 65.00000 19500.00| 18.00000 5400.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0059 722-51842 9465.000 SYS | 55.00000 520575.00| 40.00000 378600.00| BRIDGE DECK OVERLAY | | | 0060 722-51846 47.800 CYS | 330.00000 15774.00| 330.00000 15774.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0061 722-51852 870.000 SFT | 20.00000 17400.00| 10.00000 8700.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0062 722-60824 6385.000 SYS | 6.00000 38310.00| 3.00000 19155.00| SURFACE MILLING | | | 0063 724-03276 338.000 LFT | 75.00000 25350.00| 50.00000 16900.00| EXPANSION JOINT SEALING SYSTEM | | | 0064 724-51925 67.500 LFT | 120.00000 8100.00| 200.00000 13500.00| STRUCTURAL EXPANSION JOINT, SS | | | 0065 724-51927 67.500 LFT | 2000.00000 135000.00| 1800.00000 121500.00| STRUCTURAL EXPANSION JOINT, M | | | 0066 726-97941 8.000 EACH| 2000.00000 16000.00| 700.00000 5600.00| BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0067 801-01851 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0068 801-06203 3755.000 LFT | 0.40000 1502.00| 0.25000 938.75| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 17722.000 LFT | 0.90000 15949.80| 1.00000 17722.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06640 36.500 EACH| 185.00000 6752.50| 130.00000 4745.00| CONSTRUCTION SIGN, A | | | 0071 801-06645 3.000 EACH| 50.00000 150.00| 41.00000 123.00| CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0073 805-01652 28920.000 LFT | 0.70000 20244.00| 0.70000 20244.00| WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-01653 20660.000 LFT | 0.50000 10330.00| 0.50000 10330.00| WIRE, NO. 8 COPPER IN CONDUIT, BRIDGE, | | | 1/C | | | 0075 805-06592 6730.000 LFT | 9.60000 64608.00| 10.00000 67300.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0076 805-86890 2166.000 LFT | 0.30000 649.80| 0.30000 649.80| POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0077 805-86900 19.000 EACH| 448.50000 8521.50| 450.00000 8550.00| JUNCTION BOX | | | 0078 805-86920 57.000 EACH| 15.00000 855.00| 15.50000 883.50| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0079 805-86925 20.000 EACH| 27.00000 540.00| 28.00000 560.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0080 805-86930 26.000 EACH| 12.00000 312.00| 12.50000 325.00| INSULATING LINK, NOT WATERPROOFED | | | 0081 805-86935 64.000 EACH| 27.00000 1728.00| 28.00000 1792.00| INSULATING LINK, WATERPROOFED | | | 0082 805-91703 5165.000 LFT | 8.00000 41320.00| 8.25000 42611.25| CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0083 805-94069 48.000 LFT | 8.00000 384.00| 8.25000 396.00| CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0084 807-01878 18.000 EACH| 192.00000 3456.00| 200.00000 3600.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0085 807-02370 15.000 EACH| 330.00000 4950.00| 350.00000 5250.00| LIGHT STRUCTURE, REMOVE AND RESET | | | 0086 807-04744 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| LIGHTING , MAINTAIN EXISTING | | | 0087 807-04962 10.000 EACH| 3000.00000 30000.00| 3200.00000 32000.00| LIGHT , NAVIGATION | | | 0088 807-06978 3.000 EACH| 1250.00000 3750.00| 1400.00000 4200.00| AERIAL OBSTRUCTION LIGHT | | | 0089 807-83484 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| LIGHT POLE, 30 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0090 807-86950 31.000 EACH| 15.00000 465.00| 15.50000 480.50| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 494 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,389,605.43 ROUTE : SR 237 CALL ORDER : 494 CONTRACT ID : B -26446-B COUNTIES : PERRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-06716 5418.000 LFT | 0.70000 3792.60| 1.00000 5418.00| LINE, REMOVE | | | 0092 808-75043 5931.000 LFT | 0.33000 1957.23| 0.65000 3855.15| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0093 808-75245 6510.000 LFT | 0.22000 1432.20| 0.37000 2408.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 4,561,898.18| $ 4,968,741.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,561,898.18| $ 4,968,741.79| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 106 CALL ORDER : 500 CONTRACT ID : B -26458-A COUNTIES : MARSHALL LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 285,032.38 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 332,569.06 116.6776% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 826,670.86 ROUTE : SR 8 CALL ORDER : 510 CONTRACT ID : B -26552-A COUNTIES : LAPORTE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3446009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 696,054.93 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 729,422.56 104.7938% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 811,708.87 116.6156% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION 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| 3561.00000 3561.00| 12000.00000 12000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1845.00000 16605.00| 2800.00000 25200.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 34934.93000 34934.93| 22000.00000 22000.00| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 781.76000 781.76| 7500.00000 7500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 55392.88000 55392.88| 45000.00000 45000.00| 113223.29000 113223.29 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 1235.000 m2 | 4.05000 5001.75| 3.30000 4075.50| 3.25000 4013.75 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1540.000 m3 | 21.71000 33433.40| 5.75000 8855.00| 12.00000 18480.00 EXCAVATION, COMMON | | | 0008 203-02070 245.000 m3 | 23.12000 5664.40| 30.00000 7350.00| 17.00000 4165.00 BORROW | | | 0009 205-06931 49.500 Mg | 77.11000 3816.95| 42.00000 2079.00| 40.00000 1980.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 509.000 m | 4.72000 2402.48| 4.75000 2417.75| 4.72000 2402.48 TEMPORARY SILT FENCE | | | 0011 206-51220 100.000 m3 | 21.58000 2158.00| 16.00000 1600.00| 100.00000 10000.00 EXCAVATION, WET | | | 0012 207-07499 2810.000 m2 | 2.27000 6378.70| 2.75000 7727.50| 4.50000 12645.00 SUBGRADE TREATMENT, TYPE B | | | 0013 213-52830 5.400 m3 | 216.44000 1168.78| 145.00000 783.00| 175.00000 945.00 FLOWABLE MORTAR | | | 0014 301-07448 2095.000 Mg | 14.26000 29874.70| 21.00000 43995.00| 25.00000 52375.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 826,670.86 ROUTE : SR 8 CALL ORDER : 510 CONTRACT ID : B -26552-A COUNTIES : LAPORTE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07493 165.000 Mg | 53.25000 8786.25| 73.00000 12045.00| 53.00000 8745.00 HMA WIDENING, TYPE B | | | 0016 402-07433 270.000 Mg | 53.20000 14364.00| 75.00000 20250.00| 53.00000 14310.00 HMA TYPE B, SURFACE | | | 0017 402-07438 240.000 Mg | 51.50000 12360.00| 68.00000 16320.00| 52.00000 12480.00 HMA TYPE B, INTERMEDIATE | | | 0018 402-07441 980.000 Mg | 43.75000 42875.00| 52.00000 50960.00| 44.00000 43120.00 HMA TYPE B, BASE | | | 0019 402-07451 145.000 Mg | 55.70000 8076.50| 60.00000 8700.00| 56.00000 8120.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 402-07453 1390.000 Mg | 45.00000 62550.00| 52.00000 72280.00| 45.00000 62550.00 HMA FOR TEMPORARY PAVEMENT | | | 0021 404-05511 982.000 m2 | 4.00000 3928.00| 8.00000 7856.00| 4.00000 3928.00 SEAL COAT, 2 | | | 0022 405-05518 4301.000 m2 | 1.00000 4301.00| 0.60000 2580.60| 1.00000 4301.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 5925.000 m2 | 0.15000 888.75| 0.30000 1777.50| 0.20000 1185.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-02206 45.720 m | 24.00000 1097.28| 24.00000 1097.28| 24.00000 1097.28 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-94689 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| 1900.00000 7600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97080 4.000 EACH| 2400.00000 9600.00| 2400.00000 9600.00| 2400.00000 9600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 175.260 m | 29.00000 5082.54| 29.00000 5082.54| 29.00000 5082.54 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-06259 128.200 m2 | 84.00000 10768.80| 59.00000 7563.80| 50.00000 6410.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 610-07486 10.000 Mg | 150.00000 1500.00| 150.00000 1500.00| 150.00000 1500.00 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 1.000 EACH| 175.00000 175.00| 175.00000 175.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 12.000 EACH| 135.00000 1620.00| 135.00000 1620.00| 135.00000 1620.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 826,670.86 ROUTE : SR 8 CALL ORDER : 510 CONTRACT ID : B -26552-A COUNTIES : LAPORTE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06505 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 300.00000 600.00 MONUMENT, B | | | 0035 615-06535 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 BENCH MARK POST, RESET | | | 0036 616-02320 949.000 m2 | 2.89000 2742.61| 2.25000 2135.25| 3.00000 2847.00 GEOTEXTILES | | | 0037 616-06405 500.000 Mg | 26.06000 13030.00| 29.00000 14500.00| 30.00000 15000.00 RIPRAP, REVETMENT | | | 0038 621-01004 3.000 EACH| 525.00000 1575.00| 525.00000 1575.00| 525.00000 1575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 Mg | 605.00000 605.00| 605.00000 605.00| 605.00000 605.00 FERTILIZER | | | 0040 621-06548 12.000 kg | 55.00000 660.00| 55.00000 660.00| 55.00000 660.00 SEED MIXTURE, CV | | | 0041 621-06553 196.000 kg | 6.37000 1248.52| 6.37000 1248.52| 6.37000 1248.52 SEED MIXTURE, R | | | 0042 621-06557 200.000 kg | 4.97000 994.00| 4.97000 994.00| 4.97000 994.00 SEED MIXTURE, T | | | 0043 621-06565 5.000 Mg | 462.00000 2310.00| 462.00000 2310.00| 462.00000 2310.00 MULCHING MATERIAL | | | 0044 621-06567 11.000 kL | 0.55000 6.05| 0.55000 6.05| 0.55000 6.05 WATER | | | 0045 621-06574 35.000 m2 | 6.56000 229.60| 6.56000 229.60| 6.56000 229.60 SODDING | | | 0046 621-06575 572.000 m2 | 6.56000 3752.32| 6.56000 3752.32| 6.56000 3752.32 SODDING, NURSERY | | | 0047 701-51195 185.600 m | 67.07000 12448.19| 120.00000 22272.00| 130.00000 24128.00 PILE, STEEL H, HP 310 X 79 | | | 0048 701-91792 20.000 EACH| 160.98000 3219.60| 100.00000 2000.00| 150.00000 3000.00 PILE TIP, STEEL H | | | 0049 702-04433 22.000 EACH| 30.25000 665.50| 40.00000 880.00| 50.00000 1100.00 FLOOR DRAIN, PVC, 150 mm | | | 0050 702-51005 62.600 m3 | 950.00000 59470.00| 437.00000 27356.20| 700.00000 43820.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-93722 93.200 m3 | 635.00000 59182.00| 540.00000 50328.00| 700.00000 65240.00 CONCRETE, C | | | 0052 703-51032 19833.000 kg | 1.26000 24989.58| 1.75000 34707.75| 1.31000 25981.23 REINFORCING STEEL, EPOXY COATED | | | 0053 706-05732 4.000 EACH| 1150.00000 4600.00| 1700.00000 6800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 826,670.86 ROUTE : SR 8 CALL ORDER : 510 CONTRACT ID : B -26552-A COUNTIES : LAPORTE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-0918397 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-51025 41.300 m | 290.56000 12000.13| 310.00000 12803.00| 400.00000 16520.00 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 2469.00000 2469.00| 1600.00000 1600.00| 2500.00000 2500.00 SURFACE SEAL | | | 0056 713-51335 LUMP| 68559.07000 68559.07| 98000.00000 98000.00| 75000.00000 75000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0057 715-05169 12.000 m | 125.21000 1502.52| 240.00000 2880.00| 100.00000 1200.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-46005 2.000 EACH| 623.95000 1247.90| 180.00000 360.00| 350.00000 700.00 PIPE END SECTION, 375 mm | | | 0059 801-04308 2.000 EACH| 125.00000 250.00| 100.00000 200.00| 125.00000 250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06203 1184.000 m | 0.75000 888.00| 0.80000 947.20| 0.75000 888.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 2336.000 m | 2.60000 6073.60| 3.00000 7008.00| 2.60000 6073.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06640 18.000 EACH| 75.00000 1350.00| 65.00000 1170.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 12.000 EACH| 30.00000 360.00| 50.00000 600.00| 30.00000 360.00 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 2161.68000 2161.68| 3000.00000 3000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0065 801-07118 21.600 m | 18.00000 388.80| 20.00000 432.00| 18.00000 388.80 BARRICADE, III-A | | | 0066 808-06712 333.000 m | 0.37000 123.21| 0.40000 133.20| 0.37000 123.21 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 2660.000 m | 0.37000 984.20| 0.40000 1064.00| 0.37000 984.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06716 270.000 m | 2.30000 621.00| 2.50000 675.00| 2.30000 621.00 LINE, REMOVE | | | 0069 808-75998 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 60.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 696,054.93| $ 729,422.56| $ 811,708.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 696,054.93| $ 729,422.56| $ 811,708.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9980009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 343,338.67 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 378,148.79 110.1387% 3 35-1447641 STRUCTURE CONTRACTORS $ 385,687.06 112.3342% 4 35-1523985 WIRTZ & YATES, INC. $ 412,237.94 120.0674% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-1447641 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS 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| 3500.00000 3500.00| 3000.00000 3000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 1600.00000 8000.00| 1300.00000 6500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 18850.00000 18850.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 65483.00000 65483.00| 34500.00000 34500.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02070 55.000 m3 | 40.00000 2200.00| 30.00000 1650.00| 75.00000 4125.00 BORROW | | | 0007 203-51223 126.000 m3 | 10.00000 1260.00| 12.00000 1512.00| 18.00000 2268.00 EXCAVATION, WATERWAY | | | 0008 205-06937 146.000 m | 3.00000 438.00| 9.00000 1314.00| 8.00000 1168.00 TEMPORARY SILT FENCE | | | 0009 206-51220 110.000 m3 | 100.00000 11000.00| 130.74000 14381.40| 20.00000 2200.00 EXCAVATION, WET | | | 0010 206-51230 102.000 m3 | 50.00000 5100.00| 20.00000 2040.00| 26.00000 2652.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-52830 19.000 m3 | 150.00000 2850.00| 124.88000 2372.72| 100.00000 1900.00 FLOWABLE MORTAR | | | 0012 301-07448 450.000 Mg | 18.00000 8100.00| 23.58000 10611.00| 24.00000 10800.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 402-07432 70.000 Mg | 99.00000 6930.00| 101.00000 7070.00| 90.00000 6300.00 HMA TYPE A, SURFACE | | | 0014 402-07435 141.000 Mg | 65.00000 9165.00| 67.00000 9447.00| 60.00000 8460.00 HMA TYPE A, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-1447641 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05518 780.000 m2 | 1.25000 975.00| 1.30000 1014.00| 1.15000 897.00 ASPHALT FOR PRIME COAT | | | 0016 406-05521 773.000 m2 | 0.35000 270.55| 0.34000 262.82| 0.30000 231.90 ASPHALT FOR TACK COAT | | | 0017 601-01854 4.000 EACH| 950.00000 3800.00| 977.00000 3908.00| 900.00000 3600.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0018 601-06037 3.000 EACH| 660.00000 1980.00| 678.00000 2034.00| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 81.010 m | 37.00000 2997.37| 38.14000 3089.72| 35.00000 2835.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-06257 190.000 m2 | 65.00000 12350.00| 70.00000 13300.00| 65.00000 12350.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 615-06505 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 450.00000 900.00 MONUMENT, B | | | 0022 616-02320 596.000 m2 | 3.00000 1788.00| 1.80000 1072.80| 3.00000 1788.00 GEOTEXTILES | | | 0023 616-06405 464.000 Mg | 22.00000 10208.00| 22.09000 10249.76| 25.00000 11600.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 330.00000 330.00| 340.00000 340.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06548 5.000 kg | 60.00000 300.00| 62.00000 310.00| 55.00000 275.00 SEED MIXTURE, CV | | | 0026 621-06559 1850.000 m2 | 0.66000 1221.00| 0.68000 1258.00| 0.75000 1387.50 MULCHED SEEDING, R | | | 0027 621-06567 1.000 kL | 0.60000 0.60| 0.62000 0.62| 0.60000 0.60 WATER | | | 0028 621-06574 22.000 m2 | 50.00000 1100.00| 52.00000 1144.00| 48.00000 1056.00 SODDING | | | 0029 701-96089 326.400 m | 100.00000 32640.00| 50.00000 16320.00| 76.50000 24969.60 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0030 701-98647 115.500 m | 100.00000 11550.00| 50.00000 5775.00| 120.00000 13860.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0031 701-99086 26.000 EACH| 250.00000 6500.00| 182.00000 4732.00| 148.00000 3848.00 PILE TIP, STEEL SHELL | | | 0032 702-51005 68.400 m3 | 400.00000 27360.00| 399.81000 27347.00| 425.00000 29070.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 703-51030 7438.000 kg | 1.20000 8925.60| 1.13000 8404.94| 1.25000 9297.50 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-1447641 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-51032 21493.000 kg | 1.25000 26866.25| 1.27000 27296.11| 1.50000 32239.50 REINFORCING STEEL, EPOXY COATED | | | 0035 704-51002 180.600 m3 | 375.00000 67725.00| 447.92000 80894.35| 550.00000 99330.00 CONCRETE, C, SUPERSTRUCTURE | | | 0036 706-91957 74.119 m | 200.00000 14823.80| 203.40000 15075.80| 190.00000 14082.61 BRIDGE RAILING, THRIE BEAM | | | 0037 709-51821 LUMP| 3000.00000 3000.00| 1446.00000 1446.00| 1800.00000 1800.00 SURFACE SEAL | | | 0038 801-04308 5.000 EACH| 225.00000 1125.00| 226.00000 1130.00| 200.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 8.000 EACH| 88.00000 704.00| 90.00000 720.00| 80.00000 640.00 BARRICADE, IIIA | | | 0040 801-06606 6.000 EACH| 99.00000 594.00| 102.00000 612.00| 90.00000 540.00 BARRICADE, IIIB | | | 0041 801-06625 3.000 EACH| 115.00000 345.00| 120.00000 360.00| 105.00000 315.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 8.000 EACH| 77.00000 616.00| 79.00000 632.00| 70.00000 560.00 CONSTRUCTION SIGN, A | | | 0043 802-76020 0.450 m2 | 250.00000 112.50| 215.00000 96.75| 190.00000 85.50 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0044 802-76055 4.000 m | 22.00000 88.00| 23.00000 92.00| 20.00000 80.00 SIGN POST, A | | | SECTION TOTALS | $ 343,338.67| $ 378,148.79| $ 385,687.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,338.67| $ 378,148.79| $ 385,687.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, 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| 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2500.00000 12500.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02070 55.000 m3 | 26.00000 1430.00| | BORROW | | | 0007 203-51223 126.000 m3 | 13.00000 1638.00| | EXCAVATION, WATERWAY | | | 0008 205-06937 146.000 m | 16.00000 2336.00| | TEMPORARY SILT FENCE | | | 0009 206-51220 110.000 m3 | 105.00000 11550.00| | EXCAVATION, WET | | | 0010 206-51230 102.000 m3 | 29.00000 2958.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-52830 19.000 m3 | 197.00000 3743.00| | FLOWABLE MORTAR | | | 0012 301-07448 450.000 Mg | 20.00000 9000.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 402-07432 70.000 Mg | 85.00000 5950.00| | HMA TYPE A, SURFACE | | | 0014 402-07435 141.000 Mg | 74.00000 10434.00| | HMA TYPE A, INTERMEDIATE | | | 0015 405-05518 780.000 m2 | 3.00000 2340.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05521 773.000 m2 | 2.10000 1623.30| | ASPHALT FOR TACK COAT | | | 0017 601-01854 4.000 EACH| 1000.00000 4000.00| | GUARDRAIL TRANSITION, 3.810 m LONG | | | 0018 601-06037 3.000 EACH| 720.00000 2160.00| | GUARDRAIL END TREATMENT, I | | | 0019 601-99105 81.010 m | 38.75000 3139.14| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-06257 190.000 m2 | 60.00000 11400.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 615-06505 2.000 EACH| 600.00000 1200.00| | MONUMENT, B | | | 0022 616-02320 596.000 m2 | 5.00000 2980.00| | GEOTEXTILES | | | 0023 616-06405 464.000 Mg | 26.00000 12064.00| | RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06548 5.000 kg | 70.00000 350.00| | SEED MIXTURE, CV | | | 0026 621-06559 1850.000 m2 | 0.64000 1184.00| | MULCHED SEEDING, R | | | 0027 621-06567 1.000 kL | 1.00000 1.00| | WATER | | | 0028 621-06574 22.000 m2 | 60.00000 1320.00| | SODDING | | | 0029 701-96089 326.400 m | 80.00000 26112.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0030 701-98647 115.500 m | 70.00000 8085.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0031 701-99086 26.000 EACH| 175.00000 4550.00| | PILE TIP, STEEL SHELL | | | 0032 702-51005 68.400 m3 | 493.00000 33721.20| | CONCRETE, A, SUBSTRUCTURE | | | 0033 703-51030 7438.000 kg | 1.20000 8925.60| | REINFORCING STEEL | | | 0034 703-51032 21493.000 kg | 1.30000 27940.90| | REINFORCING STEEL, EPOXY COATED | | | 0035 704-51002 180.600 m3 | 465.00000 83979.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0036 706-91957 74.119 m | 200.00000 14823.80| | BRIDGE RAILING, THRIE BEAM | | | 0037 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0038 801-04308 5.000 EACH| 400.00000 2000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 8.000 EACH| 200.00000 1600.00| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,150.00 ROUTE : CR 725W CALL ORDER : 520 CONTRACT ID : B -26587-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06606 6.000 EACH| 250.00000 1500.00| | BARRICADE, IIIB | | | 0041 801-06625 3.000 EACH| 100.00000 300.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 8.000 EACH| 150.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0043 802-76020 0.450 m2 | 400.00000 180.00| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0044 802-76055 4.000 m | 30.00000 120.00| | SIGN POST, A | | | SECTION TOTALS | $ 412,237.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 412,237.94| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0183026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 287,416.70 100.0000% 2 35-1663068 SIMS & PEDIGO COMPANY $ 313,278.89 108.9981% 3 35-2072438 T D & O LLC $ 332,433.69 115.6626% 4 35-0626844 RUDOLPH, J.H. & CO $ 335,981.84 116.8971% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 357,876.95 124.5150% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 371,538.85 129.2683% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |T D & O LLC 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| 1000.00000 1000.00| 1000.00000 1000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14250.00000 14250.00| 16800.00000 16800.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 1000.00000 1000.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 234.800 SYS | 17.50000 4109.00| 42.00000 9861.60| 17.50000 4109.00 PAVEMENT, REMOVE | | | 0006 202-02241 525.000 LFT | 3.50000 1837.50| 2.63000 1380.75| 4.75000 2493.75 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 24000.00000 24000.00| 34300.00000 34300.00| 19500.00000 19500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 320.000 SYS | 8.00000 2560.00| 20.00000 6400.00| 13.50000 4320.00 SURFACE MILLING, ASPHALT | | | 0009 205-06937 2000.000 LFT | 1.85000 3700.00| 1.00000 2000.00| 1.90000 3800.00 TEMPORARY SILT FENCE | | | 0010 206-51230 14.000 CYS | 25.00000 350.00| 50.00000 700.00| 75.00000 1050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-07454 24.000 CYS | 30.00000 720.00| 18.00000 432.00| 60.00000 1440.00 STRUCTURE BACKFILL | | | 0012 301-07448 351.400 TON | 18.50000 6500.90| 15.00000 5271.00| 22.00000 7730.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 406-05521 1759.000 SYS | 0.25000 439.75| 0.20000 351.80| 0.25000 439.75 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 502-06329 106.600 SYS | 50.00000 5330.00| 65.00000 6929.00| 43.00000 4583.80 PCCP, 12 IN. | | | 0015 503-03489 44.000 EACH| 10.00000 440.00| 18.00000 792.00| 10.00000 440.00 RETROFITTED TIE BARS | | | 0016 503-05310 48.000 LFT | 85.00000 4080.00| 150.00000 7200.00| 125.00000 6000.00 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH| 1350.00000 5400.00| 1260.00000 5040.00| 1391.00000 5564.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-07024 2.000 EACH| 4000.00000 8000.00| 4042.50000 8085.00| 7383.00000 14766.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0019 601-94689 4.000 EACH| 2250.00000 9000.00| 2514.75000 10059.00| 2140.00000 8560.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 1037.500 LFT | 10.00000 10375.00| 11.08000 11495.50| 9.65000 10011.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 602-06639 530.000 LFT | 15.00000 7950.00| 30.00000 15900.00| 17.00000 9010.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 4.000 EACH| 8.00000 32.00| 20.00000 80.00| 10.00000 40.00 BARRIER DELINEATOR | | | 0023 610-06259 213.400 SYS | 50.00000 10670.00| 65.00000 13871.00| 52.00000 11096.80 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0024 610-07487 451.100 TON | 95.00000 42854.50| 86.90000 39200.59| 95.00000 42854.50 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 230.000 SYS | 3.00000 690.00| 4.00000 920.00| 2.50000 575.00 GEOTEXTILES | | | 0026 616-05689 108.000 TON | 24.00000 2592.00| 25.00000 2700.00| 28.00000 3024.00 RIPRAP, CLASS 2 | | | 0027 616-06405 561.000 TON | 20.00000 11220.00| 20.00000 11220.00| 19.00000 10659.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 935.00000 935.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2000.000 SYS | 0.50000 1000.00| 0.50500 1010.00| 0.59000 1180.00 MULCHED SEEDING, R | | | 0030 702-51005 16.800 CYS | 550.00000 9240.00| 500.00000 8400.00| 525.00000 8820.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 703-01540 20.000 EACH| 7.50000 150.00| 10.00000 200.00| 15.00000 300.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 15873.000 LBS | 0.60000 9523.80| 0.50000 7936.50| 0.62000 9841.26 REINFORCING STEEL | | | 0033 703-51032 7619.000 LBS | 0.65000 4952.35| 0.60000 4571.40| 0.70000 5333.30 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1663068 |(3) 35-2072438 |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-97936 94.000 EACH| 7.50000 705.00| 10.00000 940.00| 12.50000 1175.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 704-51002 59.600 CYS | 575.00000 34270.00| 400.00000 23840.00| 475.00000 28310.00 CONCRETE, C, SUPERSTRUCTURE | | | 0036 706-05732 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-51020 5.000 CYS | 500.00000 2500.00| 450.00000 2250.00| 400.00000 2000.00 CONCRETE, C, RAILING | | | 0038 709-51821 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 4450.00000 4450.00 SURFACE SEAL | | | 0039 710-51870 115.000 SFT | 30.00000 3450.00| 15.00000 1725.00| 185.00000 21275.00 REPOINTING MASONRY IN STRUCTURES | | | 0040 801-01851 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| 16050.00000 16050.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0041 801-06207 6512.000 LFT | 1.00000 6512.00| 1.05000 6837.60| 0.90000 5860.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06640 23.000 EACH| 120.00000 2760.00| 105.00000 2415.00| 90.00000 2070.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 50.00000 300.00| 42.00000 252.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0045 808-06712 183.000 LFT | 0.30000 54.90| 0.25000 45.75| 0.35000 64.05 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1460.000 LFT | 0.30000 438.00| 0.25000 365.00| 0.35000 511.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06716 760.000 LFT | 1.00000 760.00| 0.74000 562.40| 0.75000 570.00 LINE, REMOVE | | | 0048 808-75996 4.000 EACH| 15.00000 60.00| 10.00000 40.00| 20.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 4.000 EACH| 85.00000 340.00| 99.75000 399.00| 250.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 287,416.70| $ 313,278.89| $ 332,433.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 287,416.70| $ 313,278.89| $ 332,433.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1009310 |(6) 35-2040801 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|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| 5000.00000 5000.00| 7400.00000 7400.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1700.00000 13600.00| 875.00000 7000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 17000.00000 17000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 3500.00000 3500.00| 750.00000 750.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 234.800 SYS | 20.00000 4696.00| 12.70000 2981.96| 20.00000 4696.00 PAVEMENT, REMOVE | | | 0006 202-02241 525.000 LFT | 2.50000 1312.50| 3.00000 1575.00| 4.50000 2362.50 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 17000.00000 17000.00| 24645.00000 24645.00| 28000.00000 28000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 320.000 SYS | 11.00000 3520.00| 10.70000 3424.00| 11.00000 3520.00 SURFACE MILLING, ASPHALT | | | 0009 205-06937 2000.000 LFT | 1.65000 3300.00| 2.40000 4800.00| 1.65000 3300.00 TEMPORARY SILT FENCE | | | 0010 206-51230 14.000 CYS | 52.00000 728.00| 27.00000 378.00| 38.00000 532.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-07454 24.000 CYS | 85.00000 2040.00| 41.00000 984.00| 48.00000 1152.00 STRUCTURE BACKFILL | | | 0012 301-07448 351.400 TON | 22.00000 7730.80| 22.90000 8047.06| 24.00000 8433.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 406-05521 1759.000 SYS | 0.20000 351.80| 0.30000 527.70| 0.25000 439.75 ASPHALT FOR TACK COAT | | | 0014 502-06329 106.600 SYS | 90.00000 9594.00| 68.00000 7248.80| 75.00000 7995.00 PCCP, 12 IN. | | | 0015 503-03489 44.000 EACH| 50.00000 2200.00| 27.00000 1188.00| 12.00000 528.00 RETROFITTED TIE BARS | | | 0016 503-05310 48.000 LFT | 95.00000 4560.00| 26.00000 1248.00| 310.00000 14880.00 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| 1270.00000 5080.00| 1125.00000 4500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-07024 2.000 EACH| 3850.00000 7700.00| 4085.00000 8170.00| 5750.00000 11500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0019 601-94689 4.000 EACH| 2395.00000 9580.00| 2540.00000 10160.00| 1850.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 1037.500 LFT | 10.55000 10945.63| 11.20000 11620.00| 10.20000 10582.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1009310 |(6) 35-2040801 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06639 530.000 LFT | 34.00000 18020.00| 42.00000 22260.00| 35.00000 18550.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06729 4.000 EACH| 7.00000 28.00| 18.00000 72.00| 7.00000 28.00 BARRIER DELINEATOR | | | 0023 610-06259 213.400 SYS | 73.00000 15578.20| 68.00000 14511.20| 75.00000 16005.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0024 610-07487 451.100 TON | 86.90000 39200.59| 92.00000 41501.20| 85.00000 38343.50 HMA FOR APPROACHES, TYPE B | | | 0025 616-02320 230.000 SYS | 3.20000 736.00| 2.50000 575.00| 3.50000 805.00 GEOTEXTILES | | | 0026 616-05689 108.000 TON | 25.00000 2700.00| 31.60000 3412.80| 28.00000 3024.00 RIPRAP, CLASS 2 | | | 0027 616-06405 561.000 TON | 19.00000 10659.00| 30.40000 17054.40| 27.00000 15147.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 850.00000 850.00| 900.00000 900.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2000.000 SYS | 0.55000 1100.00| 0.55000 1100.00| 0.55000 1100.00 MULCHED SEEDING, R | | | 0030 702-51005 16.800 CYS | 560.00000 9408.00| 718.00000 12062.40| 800.00000 13440.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 703-01540 20.000 EACH| 19.00000 380.00| 18.00000 360.00| 10.00000 200.00 THREADED TIE BAR ASSEMBLY | | | 0032 703-51030 15873.000 LBS | 0.85000 13492.05| 0.69000 10952.37| 0.85000 13492.05 REINFORCING STEEL | | | 0033 703-51032 7619.000 LBS | 1.05000 7999.95| 0.84000 6399.96| 0.95000 7238.05 REINFORCING STEEL, EPOXY COATED | | | 0034 703-97936 94.000 EACH| 21.00000 1974.00| 15.00000 1410.00| 11.00000 1034.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0035 704-51002 59.600 CYS | 525.00000 31290.00| 612.00000 36475.20| 850.00000 50660.00 CONCRETE, C, SUPERSTRUCTURE | | | 0036 706-05732 4.000 EACH| 1700.00000 6800.00| 1390.00000 5560.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-51020 5.000 CYS | 1100.00000 5500.00| 447.00000 2235.00| 600.00000 3000.00 CONCRETE, C, RAILING | | | 0038 709-51821 LUMP| 2250.00000 2250.00| 4370.00000 4370.00| 2250.00000 2250.00 SURFACE SEAL | | | 0039 710-51870 115.000 SFT | 17.00000 1955.00| 23.00000 2645.00| 50.00000 5750.00 REPOINTING MASONRY IN STRUCTURES | | | 0040 801-01851 LUMP| 17000.00000 17000.00| 22170.00000 22170.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,899.10 ROUTE : SR 64 CALL ORDER : 530 CONTRACT ID : B -26616-A COUNTIES : DUBOIS LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1009310 |(6) 35-2040801 |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06207 6512.000 LFT | 1.00000 6512.00| 1.00000 6512.00| 0.95000 6186.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06640 23.000 EACH| 100.00000 2300.00| 110.00000 2530.00| 95.00000 2185.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 6.000 EACH| 40.00000 240.00| 45.00000 270.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 7000.00000 7000.00| 14000.00000 14000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 183.000 LFT | 0.24000 43.92| 0.30000 54.90| 0.50000 91.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1460.000 LFT | 0.24000 350.40| 0.30000 438.00| 0.50000 730.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06716 760.000 LFT | 0.70000 532.00| 0.80000 608.00| 0.75000 570.00 LINE, REMOVE | | | 0048 808-75996 4.000 EACH| 11.00000 44.00| 15.00000 60.00| 8.00000 32.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 4.000 EACH| 95.00000 380.00| 100.00000 400.00| 89.00000 356.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 335,981.84| $ 357,876.95| $ 371,538.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,981.84| $ 357,876.95| $ 371,538.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 948,345.54 ROUTE : CR 350W CALL ORDER : 540 CONTRACT ID : B -26699-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9957019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 942,502.54 100.0000% ==================================================================================================================================== |(1) 35-1374866 | | |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| 9603.99000 9603.99| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1969.60000 15756.80| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 47125.12000 47125.12| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14137.53000 14137.53| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 181025.75000 181025.75| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2815.000 m3 | 5.37000 15116.55| | EXCAVATION, COMMON | | | 0007 203-02070 15397.000 m3 | 8.01000 123329.97| | BORROW | | | 0008 205-06930 6.000 Mg | 228.15000 1368.90| | SPLASHPAD, RIPRAP | | | 0009 205-06931 54.000 Mg | 190.71000 10298.34| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 810.000 m | 6.40000 5184.00| | TEMPORARY SILT FENCE | | | 0011 205-06938 50.000 m | 45.70000 2285.00| | TEMPORARY SLOPE DRAIN | | | 0012 206-51225 146.400 m3 | 27.21000 3983.54| | EXCAVATION, DRY | | | 0013 207-07503 1160.000 m2 | 4.45000 5162.00| | SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 16.000 m3 | 140.00000 2240.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 182.000 m3 | 9.52000 1732.64| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 948,345.54 ROUTE : CR 350W CALL ORDER : 540 CONTRACT ID : B -26699-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 301-07448 2055.000 Mg | 12.57000 25831.35| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 929.000 Mg | 16.55000 15374.95| | COMPACTED AGGREGATE, NO. 53 | | | 0018 402-07432 328.000 Mg | 39.44000 12936.32| | HMA TYPE A, SURFACE | | | 0019 402-07435 553.000 Mg | 35.04000 19377.12| | HMA TYPE A, INTERMEDIATE | | | 0020 404-05514 1800.000 m2 | 4.42000 7956.00| | SEAL COAT, 5 | | | 0021 405-05518 4163.000 m2 | 0.53000 2206.39| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 4118.000 m2 | 0.13000 535.34| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06037 4.000 EACH| 600.00000 2400.00| | GUARDRAIL END TREATMENT, I | | | 0025 601-99105 41.910 m | 40.00000 1676.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 14.000 EACH| 9.60000 134.40| | BARRIER DELINEATOR | | | 0027 607-06335 18.800 m | 180.00000 3384.00| | PAVED SIDE DITCH, A , SPECIAL | | | 0028 610-06257 119.200 m2 | 65.00000 7748.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 610-07486 114.300 Mg | 61.64000 7045.45| | HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 194.300 m2 | 3.88000 753.88| | GEOTEXTILES | | | 0032 616-06405 134.800 Mg | 23.65000 3188.02| | RIPRAP, REVETMENT | | | 0033 616-51367 453.000 m2 | 60.00000 27180.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0034 621-01004 2.000 EACH| 570.00000 1140.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 5844.000 m2 | 1.42000 8298.48| | EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 948,345.54 ROUTE : CR 350W CALL ORDER : 540 CONTRACT ID : B -26699-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06545 1.124 Mg | 529.00000 594.60| | FERTILIZER | | | 0037 621-06553 190.000 kg | 5.58000 1060.20| | SEED MIXTURE, R | | | 0038 621-06557 90.000 kg | 5.78000 520.20| | SEED MIXTURE, T | | | 0039 621-06565 9.000 Mg | 405.00000 3645.00| | MULCHING MATERIAL | | | 0040 621-06567 8.100 kL | 0.55000 4.46| | WATER | | | 0041 621-06574 452.200 m2 | 5.95000 2690.59| | SODDING | | | 0042 701-04732 700.000 m | 85.00000 59500.00| | PILE , CONCRETE, STEEL SHELL ENCASED, | | | 9.53 mm | | | 0043 701-06011 4.000 EACH| 5951.00000 23804.00| | DYNAMIC PILE LOAD TEST | | | 0044 702-51005 66.000 m3 | 525.00000 34650.00| | CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 30.600 m3 | 300.00000 9180.00| | CONCRETE, B, FOOTINGS | | | 0046 702-51100 78.900 kg | 12.50000 986.25| | DRAIN PIPE, CAST IRON, 150 mm | | | 0047 702-51110 584.400 kg | 6.00000 3506.40| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0048 703-51030 8010.000 kg | 1.50000 12015.00| | REINFORCING STEEL | | | 0049 703-51032 23683.000 kg | 1.35000 31972.05| | REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 124.000 m3 | 575.00000 71300.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-05732 4.000 EACH| 815.00000 3260.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 22.400 m3 | 575.00000 12880.00| | CONCRETE, C, RAILING | | | 0053 707-05973 169.500 m2 | 300.00000 50850.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 914 mm | | | 0054 709-51821 LUMP| 2181.44000 2181.44| | SURFACE SEAL | | | 0055 715-05052 10.000 m | 92.15000 921.50| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 948,345.54 ROUTE : CR 350W CALL ORDER : 540 CONTRACT ID : B -26699-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05121 50.000 m | 65.75000 3287.50| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0057 715-05169 26.000 m | 71.23000 1851.98| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05407 38.000 m | 40.00000 1520.00| | PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46005 4.000 EACH| 216.45000 865.80| | PIPE END SECTION, 375 mm | | | 0060 715-46010 4.000 EACH| 239.85000 959.40| | PIPE END SECTION, 450 mm | | | 0061 720-45025 2.000 EACH| 1118.00000 2236.00| | INLET, D6 | | | 0062 801-04308 4.000 EACH| 560.00000 2240.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 19.000 EACH| 104.00000 1976.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 28.000 EACH| 125.00000 3500.00| | CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2708.20000 2708.20| | MAINTAINING TRAFFIC | | | 0066 801-07118 43.200 m | 37.00000 1598.40| | BARRICADE, III-A | | | 0067 801-07119 28.800 m | 38.00000 1094.40| | BARRICADE, III-B | | | 0068 802-02489 11.400 m | 40.00000 456.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 1.880 m2 | 183.00000 344.04| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 808-06713 1370.000 m | 1.35000 1849.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 2740.000 m | 0.01000 27.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 942,502.54| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 942,502.54| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 544 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : PARK ROAD CALL ORDER : 544 CONTRACT ID : B -26723-B COUNTIES : JEFFERSON LETTING DATE : 03/25/03 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. $ 293,412.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 335,593.50 114.3762% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,700.00 ROUTE : SR 4, I-69 & I-469 CALL ORDER : 560 CONTRACT ID : B -26749-A COUNTIES : ALLEN ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN CONTRACT TIME : 08/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 174,900.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 196,650.00 112.4356% 3 35-1645115 THREE STAR PAINTING $ 214,993.48 122.9236% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 248,500.00 142.0811% 5 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 883,100.00 504.9170% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1131315 |(3) 35-1645115 |CENTRAL PAINTING, INC. |FIVE STAR 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| 6000.00000 6000.00| 5000.00000 5000.00| 9750.00000 9750.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 300.00000 300.00| 1000.00000 1000.00| 399.79000 399.79 ENVIRONMENTAL CONTROL , STR NO 1 | | | 0003 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 220.52000 220.52 ENVIRONMENTAL CONTROL , STR NO 2 | | | 0004 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 220.52000 220.52 ENVIRONMENTAL CONTROL , STR NO 3 | | | 0005 619-05926 LUMP| 300.00000 300.00| 1000.00000 1000.00| 776.44000 776.44 ENVIRONMENTAL CONTROL , STR NO 4 | | | 0006 619-05926 LUMP| 300.00000 300.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR NO 5 | | | 0007 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 234.31000 234.31 ENVIRONMENTAL CONTROL , STR NO 6 | | | 0008 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 234.31000 234.31 ENVIRONMENTAL CONTROL , STR NO 7 | | | 0009 619-60806 LUMP| 300.00000 300.00| 1000.00000 1000.00| 399.79000 399.79 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0010 619-60806 LUMP| 300.00000 300.00| 900.00000 900.00| 220.52000 220.52 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0011 619-60806 LUMP| 300.00000 300.00| 900.00000 900.00| 220.52000 220.52 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0012 619-60806 LUMP| 300.00000 300.00| 1400.00000 1400.00| 776.44000 776.44 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,700.00 ROUTE : SR 4, I-69 & I-469 CALL ORDER : 560 CONTRACT ID : B -26749-A COUNTIES : ALLEN ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1131315 |(3) 35-1645115 |CENTRAL PAINTING, INC. |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 300.00000 300.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 5 | | | 0014 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 234.31000 234.31 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 6 | | | 0015 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 234.31000 234.31 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 7 | | | 0016 619-95457 LUMP| 11800.00000 11800.00| 12275.00000 12275.00| 22783.29000 22783.29 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | 0017 619-95457 LUMP| 10200.00000 10200.00| 9659.00000 9659.00| 22570.00000 22570.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0018 619-95457 LUMP| 10200.00000 10200.00| 9659.00000 9659.00| 22570.00000 22570.00 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 3 | | | 0019 619-95457 LUMP| 52900.00000 52900.00| 58932.00000 58932.00| 44257.21000 44257.21 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 4 | | | 0020 619-95457 LUMP| 39700.00000 39700.00| 40921.00000 40921.00| 58593.87000 58593.87 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 5 | | | 0021 619-95457 LUMP| 18900.00000 18900.00| 22902.00000 22902.00| 13355.72000 13355.72 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 6 | | | 0022 619-95457 LUMP| 18900.00000 18900.00| 22902.00000 22902.00| 13355.72000 13355.72 CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 7 | | | 0023 709-51821 LUMP| 300.00000 300.00| 100.00000 100.00| 399.79000 399.79 SURFACE SEAL , STR NO 1 | | | 0024 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 220.52000 220.52 SURFACE SEAL , STR NO 2 | | | 0025 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 220.52000 220.52 SURFACE SEAL , STR NO 3 | | | 0026 709-51821 LUMP| 300.00000 300.00| 150.00000 150.00| 776.44000 776.44 SURFACE SEAL , STR NO 4 | | | 0027 709-51821 LUMP| 300.00000 300.00| 150.00000 150.00| 500.00000 500.00 SURFACE SEAL , STR NO 5 | | | 0028 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 234.31000 234.31 SURFACE SEAL , STR NO 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,700.00 ROUTE : SR 4, I-69 & I-469 CALL ORDER : 560 CONTRACT ID : B -26749-A COUNTIES : ALLEN ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1131315 |(3) 35-1645115 |CENTRAL PAINTING, INC. |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 234.31000 234.31 SURFACE SEAL , STR NO 7 | | | SECTION TOTALS | $ 174,900.00| $ 196,650.00| $ 214,993.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,900.00| $ 196,650.00| $ 214,993.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,700.00 ROUTE : SR 4, I-69 & I-469 CALL ORDER : 560 CONTRACT ID : B -26749-A COUNTIES : ALLEN ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 59-2361020 | |EAGLE PAINTING & MAINTENANCE|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| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 1 | | | 0003 619-05926 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 2 | | | 0004 619-05926 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 3 | | | 0005 619-05926 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 4 | | | 0006 619-05926 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 5 | | | 0007 619-05926 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 6 | | | 0008 619-05926 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| ENVIRONMENTAL CONTROL , STR NO 7 | | | 0009 619-60806 LUMP| 500.00000 500.00| 5000.00000 5000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 1 | | | 0010 619-60806 LUMP| 500.00000 500.00| 5000.00000 5000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 2 | | | 0011 619-60806 LUMP| 500.00000 500.00| 5000.00000 5000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 3 | | | 0012 619-60806 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 4 | | | 0013 619-60806 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 5 | | | 0014 619-60806 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 6 | | | 0015 619-60806 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR NO 7 | | | 0016 619-95457 LUMP| 11500.00000 11500.00| 36000.00000 36000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,700.00 ROUTE : SR 4, I-69 & I-469 CALL ORDER : 560 CONTRACT ID : B -26749-A COUNTIES : ALLEN ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 59-2361020 | |EAGLE PAINTING & MAINTENANCE|M & J CONST. CO. OF PINELLAS| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 619-95457 LUMP| 10000.00000 10000.00| 37000.00000 37000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 2 | | | 0018 619-95457 LUMP| 10000.00000 10000.00| 37000.00000 37000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 3 | | | 0019 619-95457 LUMP| 58000.00000 58000.00| 191600.00000 191600.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 4 | | | 0020 619-95457 LUMP| 41000.00000 41000.00| 182000.00000 182000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 5 | | | 0021 619-95457 LUMP| 21000.00000 21000.00| 102000.00000 102000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 6 | | | 0022 619-95457 LUMP| 21000.00000 21000.00| 102000.00000 102000.00| CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 7 | | | 0023 709-51821 LUMP| 500.00000 500.00| 4500.00000 4500.00| SURFACE SEAL , STR NO 1 | | | 0024 709-51821 LUMP| 500.00000 500.00| 4500.00000 4500.00| SURFACE SEAL , STR NO 2 | | | 0025 709-51821 LUMP| 500.00000 500.00| 4500.00000 4500.00| SURFACE SEAL , STR NO 3 | | | 0026 709-51821 LUMP| 1000.00000 1000.00| 15000.00000 15000.00| SURFACE SEAL , STR NO 4 | | | 0027 709-51821 LUMP| 1000.00000 1000.00| 14000.00000 14000.00| SURFACE SEAL , STR NO 5 | | | 0028 709-51821 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| SURFACE SEAL , STR NO 6 | | | 0029 709-51821 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| SURFACE SEAL , STR NO 7 | | | SECTION TOTALS | $ 248,500.00| $ 883,100.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 248,500.00| $ 883,100.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 215,148.80 ROUTE : SR 63 CALL ORDER : 570 CONTRACT ID : B -26751-A COUNTIES : VERMILLION LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/06/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179013 0179013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1127746 S & G EXCAVATING INC $ 171,174.60 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 259,358.50 151.5169% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 275,315.00 160.8386% 4 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 279,824.40 163.4730% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 280,778.00 164.0301% 6 35-1636776 LINKEL COMPANY $ 390,000.00 227.8375% ==================================================================================================================================== |(1) 35-1127746 |(2) 35-2070195 |(3) 35-1618530 |S & G EXCAVATING INC |ALPHA EXCAVATING & LANDSCAPI|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1800.00000 7200.00| 1100.00000 4400.00| 1500.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 15000.00000 15000.00| 13750.00000 13750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6800.00000 6800.00| 1200.00000 1200.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 21600.00000 21600.00| 48500.00000 48500.00| 80000.00000 80000.00 DEBRIS, REMOVE , STR NO 1 | | | 0006 201-90788 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1000.00000 1000.00 DEBRIS, REMOVE , STR NO 2 | | | 0007 616-02320 3774.000 SYS | 2.00000 7548.00| 3.50000 13209.00| 2.50000 9435.00 GEOTEXTILES | | | 0008 616-05689 4871.000 TON | 24.60000 119826.60| 34.50000 168049.50| 30.00000 146130.00 RIPRAP, CLASS 2 | | | 0009 801-06775 LUMP| 2200.00000 2200.00| 3500.00000 3500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 171,174.60| $ 259,358.50| $ 275,315.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,174.60| $ 259,358.50| $ 275,315.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 215,148.80 ROUTE : SR 63 CALL ORDER : 570 CONTRACT ID : B -26751-A COUNTIES : VERMILLION LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2032723 |(5) 35-1917625 |(6) 35-1636776 |L M S ENVIRONMENTAL CONTRACT|MILESTONE CONTRACTORS, L.P. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP| 6012.00000 6012.00| 1000.00000 1000.00| 39226.00000 39226.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1250.00000 5000.00| 1800.00000 7200.00| 3000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13815.00000 13815.00| 14000.00000 14000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9820.00000 9820.00| 31335.00000 31335.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 73755.00000 73755.00| 13000.00000 13000.00| 50000.00000 50000.00 DEBRIS, REMOVE , STR NO 1 | | | 0006 201-90788 LUMP| 8750.00000 8750.00| 2000.00000 2000.00| 50000.00000 50000.00 DEBRIS, REMOVE , STR NO 2 | | | 0007 616-02320 3774.000 SYS | 2.60000 9812.40| 1.50000 5661.00| 6.00000 22644.00 GEOTEXTILES | | | 0008 616-05689 4871.000 TON | 30.00000 146130.00| 42.00000 204582.00| 30.00000 146130.00 RIPRAP, CLASS 2 | | | 0009 801-06775 LUMP| 6730.00000 6730.00| 2000.00000 2000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 279,824.40| $ 280,778.00| $ 390,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,824.40| $ 280,778.00| $ 390,000.00 ====================================================================================================================================