INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,626.43 ROUTE : 63 CALL ORDER : 420 CONTRACT ID : B -28082-A COUNTIES : VIGO LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 614,481.53 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 658,800.00 107.2123% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 90-0177865 |( ) |CLR, INC. |HIS CONSTRUCTORS LLC | 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 | 11999.00000 11999.00| 6400.00000 6400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 6.000 MOS | 2450.00000 14700.00| 2000.00000 12000.00| FIELD OFFICE, C | | | 0003 105-08520 1.000 EACH | 400.00000 400.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 150.00000 900.00| 275.00000 1650.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 30000.00000 30000.00| 32940.00000 32940.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 7500.00000 7500.00| 13175.00000 13175.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 145.000 m2 | 25.00000 3625.00| 22.00000 3190.00| PAVEMENT REMOVAL | | | 0009 202-51330 LUMP | 12500.00000 12500.00| 24703.64000 24703.64| PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 3983.000 m3 | 7.00000 27881.00| 22.00000 87626.00| EXCAVATION, COMMON | | | 0011 205-03371 102.000 m3 | 20.00000 2040.00| 37.00000 3774.00| SEDIMENT REMOVE | | | 0012 205-06931 44.000 Mg | 32.00000 1408.00| 60.00000 2640.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 27.000 Mg | 58.00000 1566.00| 30.00000 810.00| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,626.43 ROUTE : 63 CALL ORDER : 420 CONTRACT ID : B -28082-A COUNTIES : VIGO LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 90-0177865 |( ) |CLR, INC. |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06937 45.000 m | 30.00000 1350.00| 22.00000 990.00| TEMPORARY SILT FENCE | | | 0015 207-08263 600.000 m2 | 20.00000 12000.00| 19.00000 11400.00| SUBGRADE TREATMENT, TYPE IA | | | 0016 211-07454 216.000 m3 | 49.00000 10584.00| 46.00000 9936.00| STRUCTURE BACKFILL | | | 0017 213-08058 215.000 m3 | 130.00000 27950.00| 125.00000 26875.00| FLOWABLE BACKFILL | | | 0018 303-01180 1191.000 Mg | 17.50000 20842.50| 32.50000 38707.50| COMPACTED AGGREGATE, NO. 53 | | | 0019 303-07449 33.000 Mg | 30.50000 1006.50| 39.50000 1303.50| COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08042 2328.000 m2 | 3.20000 7449.60| 4.50000 10476.00| MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 247.000 m2 | 8.25000 2037.75| 7.00000 1729.00| MILLING, TRANSITION | | | 0022 402-07433 381.000 Mg | 107.00000 40767.00| 98.00000 37338.00| HMA SURFACE, TYPE B | | | 0023 402-07438 248.000 Mg | 90.00000 22320.00| 85.00000 21080.00| HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 147.000 Mg | 90.00000 13230.00| 85.00000 12495.00| HMA BASE, TYPE B | | | 0025 406-05520 1.500 Mg | 453.00000 679.50| 420.00000 630.00| ASPHALT FOR TACK COAT | | | 0026 601-01700 1.000 EACH | 2029.00000 2029.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-06854 2.000 EACH | 2931.00000 5862.00| 2700.00000 5400.00| GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 3.000 EACH | 2480.00000 7440.00| 2600.00000 7800.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 78.105 m | 55.00000 4295.78| 52.00000 4061.46| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07486 59.000 Mg | 138.00000 8142.00| 128.00000 7552.00| HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 1.000 EACH | 208.00000 208.00| 215.00000 215.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 21.000 EACH | 115.00000 2415.00| 120.00000 2520.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,626.43 ROUTE : 63 CALL ORDER : 420 CONTRACT ID : B -28082-A COUNTIES : VIGO LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 90-0177865 |( ) |CLR, INC. |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06505 2.000 EACH | 530.00000 1060.00| 535.00000 1070.00| MONUMENT, B | | | 0034 615-92498 1.000 EACH | 800.00000 800.00| 535.00000 535.00| BENCH MARK | | | 0035 616-02320 962.000 m2 | 3.65000 3511.30| 2.50000 2405.00| GEOTEXTILES | | | 0036 616-05688 150.000 Mg | 23.00000 3450.00| 37.50000 5625.00| RIPRAP, CLASS 1 | | | 0037 616-06405 375.000 Mg | 21.00000 7875.00| 38.50000 14437.50| RIPRAP, REVETMENT | | | 0038 616-06451 320.000 Mg | 21.00000 6720.00| 47.50000 15200.00| RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH | 400.00000 800.00| 925.00000 1850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.680 Mg | 2000.00000 1360.00| 1000.00000 680.00| FERTILIZER | | | 0041 621-06553 144.000 kg | 8.60000 1238.40| 8.00000 1152.00| SEED MIXTURE, R | | | 0042 621-06565 3.400 Mg | 620.00000 2108.00| 575.00000 1955.00| MULCHING MATERIAL | | | 0043 621-06567 3.200 kL | 29.00000 92.80| 26.50000 84.80| WATER | | | 0044 621-06574 174.000 m2 | 13.40000 2331.60| 12.00000 2088.00| SODDING | | | 0045 622-52436 4.000 EACH | 45.00000 180.00| 47.00000 188.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 80.000 EACH | 11.00000 880.00| 10.00000 800.00| SEEDLING | | | 0047 714-03437 33.000 m2 | 725.00000 23925.00| 700.00000 23100.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0048 714-99348 21.500 m | 850.00000 18275.00| 1100.00000 23650.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0049 715-02630 3.000 EACH | 1093.00000 3279.00| 1200.00000 3600.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0050 715-05173 10.000 m | 400.00000 4000.00| 125.00000 1250.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0051 715-08486 4.000 EACH | 10900.00000 43600.00| 8500.00000 34000.00| GRATED BOX END SECTION, II, 6:1, 1240 | | | mm X 840 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,626.43 ROUTE : 63 CALL ORDER : 420 CONTRACT ID : B -28082-A COUNTIES : VIGO LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 90-0177865 |( ) |CLR, INC. |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-46020 1.000 EACH | 443.00000 443.00| 890.00000 890.00| PIPE END SECTION, 600 mm | | | 0053 723-07068 17.400 m | 9600.00000 167040.00| 7050.00000 122670.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2130 mm | | | 0054 801-04308 12.000 EACH | 285.00000 3420.00| 205.00000 2460.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 14.000 EACH | 225.00000 3150.00| 92.00000 1288.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 10.000 EACH | 250.00000 2500.00| 115.00000 1150.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 5.000 EACH | 75.00000 375.00| 58.00000 290.00| CONSTRUCTION SIGN, B | | | 0058 801-07118 28.800 m | 54.00000 1555.20| 26.00000 748.80| BARRICADE, III-A | | | 0059 801-07119 28.800 m | 54.00000 1555.20| 31.00000 892.80| BARRICADE, III-B | | | 0060 808-06712 340.000 m | 2.42000 822.80| 1.40000 476.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 680.000 m | 2.42000 1645.60| 1.40000 952.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-75996 13.000 EACH | 40.00000 520.00| 13.00000 169.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 15.000 EACH | 56.00000 840.00| 115.00000 1725.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 614,481.53| $ 658,800.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 614,481.53| $ 658,800.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,195,027.00 ROUTE : CALL ORDER : 430 CONTRACT ID : B -28405-A COUNTIES : SWITZERLAND LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/20/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 974,135.69 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,230,094.85 126.2755% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,334,166.40 136.9590% ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MCALISTER EXCAVATING CO |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC 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 | 19000.00000 19000.00| 13200.00000 13200.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1800.00000 21600.00| 1460.00000 17520.00| 1500.00000 18000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 48000.00000 48000.00| 63469.00000 63469.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 28427.00000 28427.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 20000.00000 20000.00| 94478.00000 94478.00| 114000.00000 114000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2383.000 m3 | 10.50000 25021.50| 16.83000 40105.89| 16.00000 38128.00 EXCAVATION, COMMON | | | 0009 203-02070 8110.000 m3 | 10.50000 85155.00| 17.80000 144358.00| 16.00000 129760.00 BORROW | | | 0010 203-51223 1604.000 m3 | 25.00000 40100.00| 17.48000 28037.92| 15.00000 24060.00 EXCAVATION, WATERWAY | | | 0011 205-06931 84.000 Mg | 27.00000 2268.00| 43.23000 3631.32| 65.00000 5460.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 31.200 Mg | 38.00000 1185.60| 50.60000 1578.72| 75.00000 2340.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,195,027.00 ROUTE : CALL ORDER : 430 CONTRACT ID : B -28405-A COUNTIES : SWITZERLAND LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MCALISTER EXCAVATING CO |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 572.000 m | 8.00000 4576.00| 4.11000 2350.92| 4.50000 2574.00 TEMPORARY SILT FENCE | | | 0014 205-06938 20.000 m | 60.00000 1200.00| 60.79000 1215.80| 175.00000 3500.00 TEMPORARY SLOPE DRAIN | | | 0015 206-51220 114.200 m3 | 250.00000 28550.00| 40.03000 4571.43| 30.00000 3426.00 EXCAVATION, WET | | | 0016 207-08266 2389.500 m2 | 6.00000 14337.00| 9.63000 23010.89| 15.00000 35842.50 SUBGRADE TREATMENT, TYPE III | | | 0017 211-06467 15.100 m3 | 48.00000 724.80| 96.21000 1452.77| 150.00000 2265.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 31.700 m3 | 43.00000 1363.10| 100.64000 3190.29| 35.00000 1109.50 STRUCTURE BACKFILL | | | 0019 301-07448 2225.900 Mg | 23.60000 52531.24| 28.72000 63927.85| 28.00000 62325.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 32.100 m3 | 24.00000 770.40| 86.96000 2791.42| 100.00000 3210.00 DENSE GRADED SUBBASE | | | 0021 303-60012 2815.000 Mg | 23.60000 66434.00| 29.35000 82620.25| 30.00000 84450.00 AGGREGATE, 2 , COARSE | | | 0022 303-97820 364.000 Mg | 24.25000 8827.00| 30.70000 11174.80| 34.00000 12376.00 AGGREGATE, 8 , COARSE | | | 0023 402-07432 326.700 Mg | 86.00000 28096.20| 79.00000 25809.30| 80.00000 26136.00 HMA SURFACE, TYPE A | | | 0024 402-07435 552.300 Mg | 74.50000 41146.35| 67.75000 37418.33| 70.00000 38661.00 HMA INTERMEDIATE, TYPE A | | | 0025 404-05514 485.000 m2 | 14.00000 6790.00| 12.00000 5820.00| 12.50000 6062.50 SEAL COAT, 5 | | | 0026 406-05520 1.100 Mg | 330.00000 363.00| 300.00000 330.00| 325.00000 357.50 ASPHALT FOR TACK COAT | | | 0027 601-01704 1.000 EACH | 2100.00000 2100.00| 1825.00000 1825.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED TYPE 5 SYSTEM W/ 1 | | | CURVED PANEL ALSO REM | | | 0028 601-02103 64.770 m | 73.40000 4754.12| 63.80000 4132.33| 70.00000 4533.90 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0029 601-06037 3.000 EACH | 850.00000 2550.00| 750.00000 2250.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH | 760.00000 3040.00| 665.00000 2660.00| 1000.00000 4000.00 GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,195,027.00 ROUTE : CALL ORDER : 430 CONTRACT ID : B -28405-A COUNTIES : SWITZERLAND LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MCALISTER EXCAVATING CO |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-99105 120.015 m | 53.50000 6420.81| 48.40000 5808.73| 60.00000 7200.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-06040 101.000 m | 41.00000 4141.00| 37.20000 3757.20| 20.00000 2020.00 FENCE, FARM FIELD, 1190 mm | | | 0033 609-06257 106.900 m2 | 75.00000 8017.50| 78.58000 8400.20| 80.00000 8552.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 610-07486 123.900 Mg | 110.00000 13629.00| 100.00000 12390.00| 110.00000 13629.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06498 2.000 EACH | 300.00000 600.00| 260.00000 520.00| 165.00000 330.00 MAILBOX ASSEMBLY, DOUBLE | | | 0036 616-02320 5473.700 m2 | 3.00000 16421.10| 2.01000 11002.14| 3.00000 16421.10 GEOTEXTILES | | | 0037 616-06405 2645.300 Mg | 24.70000 65338.91| 26.96000 71317.29| 30.00000 79359.00 RIPRAP, REVETMENT | | | 0038 616-06425 79.400 m2 | 40.00000 3176.00| 58.36000 4633.78| 60.00000 4764.00 RIPRAP, GROUTED, 300 mm | | | 0039 621-01004 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01371 29.600 kg | 10.60000 313.76| 7.17000 212.23| 7.50000 222.00 SEED MIXTURE, LEGUME, 2 | | | 0041 621-02770 6240.000 m2 | 1.79000 11169.60| 1.20000 7488.00| 1.75000 10920.00 EROSION CONTROL BLANKET | | | 0042 621-06545 0.900 Mg | 723.00000 650.70| 330.76000 297.68| 400.00000 360.00 FERTILIZER | | | 0043 621-06553 142.000 kg | 7.85000 1114.70| 4.97000 705.74| 6.00000 852.00 SEED MIXTURE, R | | | 0044 621-06557 11.100 kg | 5.35000 59.39| 4.97000 55.17| 4.50000 49.95 SEED MIXTURE, T | | | 0045 621-06565 4.900 Mg | 550.00000 2695.00| 330.76000 1620.72| 350.00000 1715.00 MULCHING MATERIAL | | | 0046 621-06567 22.900 kL | 1.10000 25.19| 1.00000 22.90| 6.50000 148.85 WATER | | | 0047 621-06575 1271.700 m2 | 4.60000 5849.82| 2.75000 3497.18| 3.00000 3815.10 SODDING, NURSERY | | | 0048 622-52436 8.000 EACH | 34.00000 272.00| 32.00000 256.00| 30.00000 240.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 90.000 EACH | 15.00000 1350.00| 8.00000 720.00| 6.50000 585.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,195,027.00 ROUTE : CALL ORDER : 430 CONTRACT ID : B -28405-A COUNTIES : SWITZERLAND LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MCALISTER EXCAVATING CO |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 701-51195 140.800 m | 160.00000 22528.00| 262.03000 36893.82| 300.00000 42240.00 PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 24.000 EACH | 100.00000 2400.00| 72.00000 1728.00| 175.00000 4200.00 PILE TIP, STEEL H | | | 0052 702-51005 55.700 m3 | 500.00000 27850.00| 732.02000 40773.51| 1000.00000 55700.00 CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51015 18.200 m3 | 500.00000 9100.00| 724.44000 13184.81| 1000.00000 18200.00 CONCRETE, B, FOOTINGS | | | 0054 703-51030 4341.000 kg | 1.60000 6945.60| 2.14000 9289.74| 2.25000 9767.25 REINFORCING STEEL | | | 0055 703-51032 16328.000 kg | 1.75000 28574.00| 2.62000 42779.36| 2.50000 40820.00 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 114.300 m3 | 540.00000 61722.00| 725.60000 82936.08| 1100.00000 125730.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-06344 68.580 m | 198.00000 13578.84| 176.00000 12070.08| 250.00000 17145.00 RAILING, TS-1 | | | 0058 707-05983 145.600 m | 475.00000 69160.00| 582.50000 84812.00| 750.00000 109200.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0059 709-51821 LUMP | 2500.00000 2500.00| 1940.00000 1940.00| 2000.00000 2000.00 SURFACE SEAL | | | 0060 715-05119 15.000 m | 70.00000 1050.00| 172.70000 2590.50| 150.00000 2250.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 15.500 m | 85.00000 1317.50| 205.93000 3191.92| 225.00000 3487.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0062 715-05122 17.500 m | 92.00000 1610.00| 197.26000 3452.05| 200.00000 3500.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0063 715-05169 8.500 m | 70.00000 595.00| 184.05000 1564.43| 185.00000 1572.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0064 715-05407 31.000 m | 21.00000 651.00| 30.25000 937.75| 50.00000 1550.00 PIPE, END BENT DRAIN, 150 mm | | | 0065 715-46005 4.000 EACH | 220.00000 880.00| 310.72000 1242.88| 575.00000 2300.00 PIPE END SECTION, 375 mm | | | 0066 715-46010 2.000 EACH | 324.00000 648.00| 344.39000 688.78| 600.00000 1200.00 PIPE END SECTION, 450 mm | | | 0067 715-46015 2.000 EACH | 400.00000 800.00| 546.53000 1093.06| 650.00000 1300.00 PIPE END SECTION, 525 mm | | | 0068 801-04308 4.000 EACH | 450.00000 1800.00| 550.00000 2200.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,195,027.00 ROUTE : CALL ORDER : 430 CONTRACT ID : B -28405-A COUNTIES : SWITZERLAND LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MCALISTER EXCAVATING CO |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06625 7.000 EACH | 140.00000 980.00| 185.00000 1295.00| 150.00000 1050.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 14.000 EACH | 175.00000 2450.00| 275.00000 3850.00| 150.00000 2100.00 CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP | 16000.00000 16000.00| 29657.00000 29657.00| 5000.00000 5000.00 MAINTAINING TRAFFIC ,LINE 'S-1-A' | | | 0072 801-07118 32.400 m | 83.00000 2689.20| 65.00000 2106.00| 80.00000 2592.00 BARRICADE, III-A | | | 0073 801-07119 21.600 m | 80.00000 1728.00| 75.00000 1620.00| 75.00000 1620.00 BARRICADE, III-B | | | 0074 802-76025 5.406 m2 | 280.00000 1513.68| 255.19000 1379.56| 200.00000 1081.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76035 2.880 m2 | 209.00000 601.92| 190.00000 547.20| 225.00000 648.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76055 54.505 m | 16.00000 872.08| 14.50000 790.32| 18.00000 981.09 SIGN POST, A | | | 0077 802-76065 18.443 m | 25.00000 461.08| 22.60000 416.81| 20.00000 368.86 SIGN POST, B | | | SECTION TOTALS | $ 974,135.69| $ 1,230,094.85| $ 1,334,166.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 974,135.69| $ 1,230,094.85| $ 1,334,166.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,631.08 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28682-A COUNTIES : JAY LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 481,431.35 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 887,121.70 184.2675% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1364963 |( ) |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. 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 | 3600.00000 3600.00| 17500.00000 17500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2600.00000 7800.00| 1500.00000 4500.00| FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 24000.00000 24000.00| 42000.00000 42000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02000 93.000 CYS | 14.00000 1302.00| 20.00000 1860.00| EXCAVATION, COMMON | | | 0007 203-02070 495.000 CYS | 14.00000 6930.00| 20.00000 9900.00| BORROW | | | 0008 210-05811 1.000 EACH | 22.00000 22.00| 750.00000 750.00| REPAIR , PIN SLEEVE | | | 0009 210-05811 1.000 EACH | 160.00000 160.00| 2500.00000 2500.00| REPAIR , TRUSS PIN | | | 0010 211-06467 14.000 CYS | 22.00000 308.00| 50.00000 700.00| AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 118.000 TON | 18.00000 2124.00| 25.00000 2950.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-04853 13.000 TON | 18.00000 234.00| 25.00000 325.00| COMPACTED AGGREGATE , FOR SHOULDER | | | 0013 402-07432 17.800 TON | 90.00000 1602.00| 95.00000 1691.00| HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,631.08 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28682-A COUNTIES : JAY LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1364963 |( ) |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07435 36.000 TON | 85.00000 3060.00| 95.00000 3420.00| HMA INTERMEDIATE, TYPE A | | | 0015 406-05521 331.000 SYS | 1.10000 364.10| 1.00000 331.00| ASPHALT FOR TACK COAT | | | 0016 601-03667 202.170 LFT | 190.00000 38412.30| 160.00000 32347.20| RAILING, ORNAMENTAL | | | 0017 604-91531 126.000 SYS | 68.00000 8568.00| 60.00000 7560.00| SIDEWALK, CONCRETE, 4 IN. | | | 0018 616-02320 351.000 SYS | 2.40000 842.40| 3.00000 1053.00| GEOTEXTILES | | | 0019 616-06425 236.000 SYS | 19.00000 4484.00| 35.00000 8260.00| RIPRAP, GROUTED, 12 IN. | | | 0020 619-05926 LUMP | 5300.00000 5300.00| 5100.00000 5100.00| ENVIRONMENTAL CONTROL | | | 0021 619-51859 LUMP | 48200.00000 48200.00| 48000.00000 48000.00| PAINT STEEL BRIDGE , JAY 129 | | | 0022 619-61000 LUMP | 35300.00000 35300.00| 35000.00000 35000.00| CLEAN STEEL BRIDGE , JAY 129 | | | 0023 621-06559 2000.000 SYS | 0.75000 1500.00| 1.00000 2000.00| MULCHED SEEDING, R | | | 0024 701-51195 120.000 LFT | 41.00000 4920.00| 60.00000 7200.00| PILE, STEEL H, HP 12 X 53 | | | 0025 701-91792 4.000 EACH | 95.00000 380.00| 125.00000 500.00| PILE TIP, STEEL H | | | 0026 702-51005 23.000 CYS | 600.00000 13800.00| 450.00000 10350.00| CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 8.000 EACH | 13.00000 104.00| 20.00000 160.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 1430.000 LBS | 1.10000 1573.00| 1.50000 2145.00| REINFORCING STEEL | | | 0029 711-51038 LUMP | 24600.00000 24600.00| 75000.00000 75000.00| STRUCTURAL STEEL | | | 0030 711-51038 LUMP | 193700.00000 193700.00| 490000.00000 490000.00| STRUCTURAL STEEL , RESTORATION AND | | | RELOCATION OF HISTORIC | | | 0031 711-91047 8.000 EACH | 90.00000 720.00| 200.00000 1600.00| EXPANSION ANCHOR, 1 IN. , THREADED ROD | | | 0032 712-03812 4.000 EACH | 1100.00000 4400.00| 400.00000 1600.00| BENCH , STANDARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,631.08 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28682-A COUNTIES : JAY LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1364963 |( ) |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 712-94080 1617.700 SFT | 13.50000 21838.95| 25.00000 40442.50| TIMBER DECK | | | 0034 715-05407 72.000 LFT | 8.00000 576.00| 10.00000 720.00| PIPE, END BENT DRAIN, 6 IN. | | | 0035 724-03855 16.000 LFT | 41.00000 656.00| 225.00000 3600.00| EXPANSION JOINT, SLIDING PLATE | | | 0036 726-97941 2.000 EACH | 2165.00000 4330.00| 2400.00000 4800.00| BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0037 726-99095 2.000 EACH | 1725.00000 3450.00| 2000.00000 4000.00| BEARING ASSEMBLY, ELASTOMERIC, I | | | 0038 805-05695 150.000 LFT | 5.70000 855.00| 15.00000 2250.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0039 805-06592 155.000 LFT | 11.50000 1782.50| 20.00000 3100.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0040 807-02191 1.000 EACH | 625.00000 625.00| 850.00000 850.00| HANDHOLE, LIGHTING | | | 0041 807-02428 2.000 EACH | 725.00000 1450.00| 1200.00000 2400.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. , 2FT-0IN DIA X | | | 5FT-6IN | | | 0042 807-03051 56.000 LFT | 0.35000 19.60| 2.50000 140.00| LIGHT CABLE, 1C 10GA. | | | 0043 807-03738 2.000 EACH | 1450.00000 2900.00| 1500.00000 3000.00| LIGHT POLE ASSEMBLY, STREET | | | 0044 807-03950 2.000 EACH | 400.00000 800.00| 750.00000 1500.00| LUMINAIRE, ORNAMENTAL | | | 0045 807-07580 70.000 LFT | 5.75000 402.50| 25.00000 1750.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0046 807-86805 1.000 EACH | 3000.00000 3000.00| 1500.00000 1500.00| SERVICE POINT, I , ATTACHED TO EXISTING | | | POLE | | | 0047 807-86910 2.000 EACH | 32.00000 64.00| 50.00000 100.00| CONNECTOR KIT, UNFUSED | | | 0048 807-86915 2.000 EACH | 40.00000 80.00| 100.00000 200.00| CONNECTOR KIT, FUSED | | | 0049 807-86920 3.000 EACH | 32.00000 96.00| 25.00000 75.00| MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 530,631.08 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28682-A COUNTIES : JAY LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1364963 |( ) |BAKER & SCHULTZ, INC. |ERBER & MILLIGAN CONSTR. CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 807-86930 3.000 EACH | 22.00000 66.00| 50.00000 150.00| INSULATION LINK, NONWATERPROOFED | | | 0051 807-86935 4.000 EACH | 32.00000 128.00| 60.00000 240.00| INSULATION LINK, WATERPROOFED | | | SECTION TOTALS | $ 481,431.35| $ 887,121.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 481,431.35| $ 887,121.70| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 700,779.45 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 730,758.58 104.2780% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 773,803.26 110.4204% 4 32-0154474 JCI BRIDGE GROUP INC $ 787,863.20 112.4267% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 869,225.36 124.0369% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1339168 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO 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| 7500.00000 7500.00| 2333.00000 2333.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2400.00000 16800.00| 2050.00000 14350.00| 2136.80000 14957.60 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| 38500.00000 38500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 2500.00000 2500.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 440.000 LFT | 5.00000 2200.00| 6.00000 2640.00| 4.00000 1760.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 22000.00000 22000.00| 40000.00000 40000.00| 54255.56000 54255.56 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 2818.000 CYS | 8.00000 22544.00| 10.00000 28180.00| 17.18000 48413.24 EXCAVATION, COMMON | | | 0010 203-51223 2400.000 CYS | 8.00000 19200.00| 11.00000 26400.00| 12.38000 29712.00 EXCAVATION, WATERWAY | | | 0011 205-06931 175.000 TON | 30.00000 5250.00| 42.00000 7350.00| 34.01000 5951.75 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1339168 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06936 153.000 TON | 30.00000 4590.00| 65.00000 9945.00| 36.23000 5543.19 TEMPORARY SEDIMENT TRAP | | | 0013 207-08265 1363.000 SYS | 8.00000 10904.00| 13.00000 17719.00| 6.86000 9350.18 SUBGRADE TREATMENT, TYPE IIA | | | 0014 211-06467 65.000 CYS | 30.00000 1950.00| 35.00000 2275.00| 41.32000 2685.80 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 47.000 CYS | 30.00000 1410.00| 35.00000 1645.00| 38.22000 1796.34 STRUCTURE BACKFILL | | | 0016 303-01180 1658.200 TON | 22.00000 36480.40| 18.00000 29847.60| 20.32000 33694.62 COMPACTED AGGREGATE, NO. 53 | | | 0017 401-06264 LUMP | 2.00000 2.00| 1500.00000 1500.00| 1200.00000 1200.00 PROFILOGRAPH, HMA | | | 0018 402-07432 155.000 TON | 95.00000 14725.00| 98.00000 15190.00| 91.00000 14105.00 HMA SURFACE, TYPE A | | | 0019 402-07433 190.000 TON | 84.00000 15960.00| 98.00000 18620.00| 86.00000 16340.00 HMA SURFACE, TYPE B | | | 0020 402-07438 510.000 TON | 84.00000 42840.00| 81.00000 41310.00| 61.00000 31110.00 HMA INTERMEDIATE, TYPE B | | | 0021 404-05511 950.000 SYS | 2.90000 2755.00| 0.85000 807.50| 3.20000 3040.00 SEAL COAT, 2 | | | 0022 406-05521 5100.000 SYS | 0.25000 1275.00| 0.25000 1275.00| 0.10000 510.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH | 2024.00000 8096.00| 2050.00000 8200.00| 1760.00000 7040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH | 2530.00000 10120.00| 2600.00000 10400.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 412.500 LFT | 17.25000 7115.63| 19.00000 7837.50| 15.00000 6187.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 8.000 EACH | 20.00000 160.00| 12.00000 96.00| 3.50000 28.00 BARRIER DELINEATOR | | | 0027 609-06259 266.400 SYS | 50.00000 13320.00| 62.00000 16516.80| 64.51000 17185.46 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0028 610-07486 4.900 TON | 170.00000 833.00| 115.00000 563.50| 160.00000 784.00 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 1.000 EACH | 250.00000 250.00| 225.00000 225.00| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 11.000 EACH | 190.00000 2090.00| 135.00000 1485.00| 116.00000 1276.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1339168 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 615-06505 2.000 EACH | 700.00000 1400.00| 800.00000 1600.00| 545.00000 1090.00 MONUMENT, B | | | 0032 616-02320 2586.000 SYS | 4.00000 10344.00| 4.00000 10344.00| 2.94000 7602.84 GEOTEXTILES | | | 0033 616-03472 1685.000 TON | 30.00000 50550.00| 25.00000 42125.00| 24.19000 40760.15 RIPRAP, REVEMENT 18 IN. | | | 0034 621-01956 358.000 LBS | 4.00000 1432.00| 8.00000 2864.00| 3.90000 1396.20 SEED MIXTURE, LEGUME, 1 | | | 0035 621-06545 0.760 TON | 900.00000 684.00| 550.00000 418.00| 645.00000 490.20 FERTILIZER | | | 0036 621-06553 320.000 LBS | 6.00000 1920.00| 8.00000 2560.00| 3.07000 982.40 SEED MIXTURE, R | | | 0037 621-06565 0.760 TON | 1000.00000 760.00| 550.00000 418.00| 800.00000 608.00 MULCHING MATERIAL | | | 0038 621-06567 10.000 kGAL | 6.00000 60.00| 1.00000 10.00| 5.00000 50.00 WATER | | | 0039 621-06574 1394.000 SYS | 4.50000 6273.00| 6.00000 8364.00| 3.20000 4460.80 SODDING | | | 0040 622-52436 2.000 EACH | 30.00000 60.00| 35.00000 70.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 701-01849 1136.000 LFT | 50.00000 56800.00| 38.00000 43168.00| 35.50000 40328.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0042 702-51110 384.000 LBS | 3.50000 1344.00| 4.00000 1536.00| 5.52000 2119.68 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 703-51032 53491.000 LBS | 1.20000 64189.20| 0.68000 36373.88| 0.73000 39048.43 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 212.800 CYS | 400.00000 85120.00| 550.00000 117040.00| 700.32000 149028.10 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1709.11000 6836.44 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 17.230 CYS | 500.00000 8615.00| 700.00000 12061.00| 962.05000 16576.12 CONCRETE, C, RAILING | | | 0047 707-05985 342.000 LFT | 216.37000 73998.54| 225.00000 76950.00| 251.74000 86095.08 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV | | | 54 IN. X 20 IN. | | | 0048 709-51821 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 1670.00000 1670.00 SURFACE SEAL | | | 0049 715-05169 135.000 LFT | 20.00000 2700.00| 20.00000 2700.00| 35.46000 4787.10 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1339168 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 715-05407 120.000 LFT | 10.00000 1200.00| 12.00000 1440.00| 8.31000 997.20 PIPE, END BENT DRAIN, 6 IN. | | | 0051 715-46005 6.000 EACH | 200.00000 1200.00| 210.00000 1260.00| 551.32000 3307.92 PIPE END SECTION, 15 IN. | | | 0052 801-04308 10.000 EACH | 400.00000 4000.00| 180.00000 1800.00| 158.00000 1580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 18.000 EACH | 160.00000 2880.00| 90.00000 1620.00| 64.00000 1152.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 6.000 EACH | 230.00000 1380.00| 155.00000 930.00| 130.00000 780.00 CONSTRUCTION SIGN, A | | | 0055 801-07118 144.000 LFT | 20.00000 2880.00| 12.00000 1728.00| 8.30000 1195.20 BARRICADE, III-A | | | 0056 801-07119 144.000 LFT | 19.00000 2736.00| 13.00000 1872.00| 8.90000 1281.60 BARRICADE, III-B | | | 0057 808-06712 842.000 LFT | 0.42000 353.64| 0.28000 235.76| 0.16000 134.72 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0058 808-06713 8296.000 LFT | 0.24000 1991.04| 0.16000 1327.36| 0.11000 912.56 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 4148.000 LFT | 0.25000 1037.00| 0.16000 663.68| 0.11000 456.28 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 621-01004 1.000 EACH | 400.00000 400.00| 800.00000 800.00| 275.00000 275.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 700,779.45| $ 730,758.58| $ 773,803.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 700,779.45| $ 730,758.58| $ 773,803.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1817530 |( ) |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES, 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 | 10000.00000 10000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 4000.00000 28000.00| 1600.00000 11200.00| FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 39000.00000 39000.00| 43600.00000 43600.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1000.00000 1000.00| 17000.00000 17000.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 440.000 LFT | 4.00000 1760.00| 4.00000 1760.00| GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 39000.00000 39000.00| 28900.00000 28900.00| PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 2818.000 CYS | 10.53000 29673.54| 10.00000 28180.00| EXCAVATION, COMMON | | | 0010 203-51223 2400.000 CYS | 11.00000 26400.00| 18.00000 43200.00| EXCAVATION, WATERWAY | | | 0011 205-06931 175.000 TON | 68.25000 11943.75| 90.00000 15750.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 153.000 TON | 60.40000 9241.20| 60.00000 9180.00| TEMPORARY SEDIMENT TRAP | | | 0013 207-08265 1363.000 SYS | 8.35000 11381.05| 9.00000 12267.00| SUBGRADE TREATMENT, TYPE IIA | | | 0014 211-06467 65.000 CYS | 40.00000 2600.00| 34.00000 2210.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 47.000 CYS | 30.00000 1410.00| 34.00000 1598.00| STRUCTURE BACKFILL | | | 0016 303-01180 1658.200 TON | 20.00000 33164.00| 18.00000 29847.60| COMPACTED AGGREGATE, NO. 53 | | | 0017 401-06264 LUMP | 1200.00000 1200.00| 400.00000 400.00| PROFILOGRAPH, HMA | | | 0018 402-07432 155.000 TON | 91.00000 14105.00| 95.00000 14725.00| HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1817530 |( ) |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 190.000 TON | 86.00000 16340.00| 95.00000 18050.00| HMA SURFACE, TYPE B | | | 0020 402-07438 510.000 TON | 61.00000 31110.00| 70.00000 35700.00| HMA INTERMEDIATE, TYPE B | | | 0021 404-05511 950.000 SYS | 3.20000 3040.00| 0.40000 380.00| SEAL COAT, 2 | | | 0022 406-05521 5100.000 SYS | 0.10000 510.00| 0.05000 255.00| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH | 1760.00000 7040.00| 1760.00000 7040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 412.500 LFT | 15.00000 6187.50| 15.00000 6187.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 8.000 EACH | 8.39000 67.12| 3.50000 28.00| BARRIER DELINEATOR | | | 0027 609-06259 266.400 SYS | 55.00000 14652.00| 90.00000 23976.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0028 610-07486 4.900 TON | 160.00000 784.00| 95.00000 465.50| HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 1.000 EACH | 190.00000 190.00| 190.00000 190.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 11.000 EACH | 116.00000 1276.00| 116.00000 1276.00| RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH | 545.00000 1090.00| 545.00000 1090.00| MONUMENT, B | | | 0032 616-02320 2586.000 SYS | 2.00000 5172.00| 4.00000 10344.00| GEOTEXTILES | | | 0033 616-03472 1685.000 TON | 33.00000 55605.00| 35.00000 58975.00| RIPRAP, REVEMENT 18 IN. | | | 0034 621-01956 358.000 LBS | 3.90000 1396.20| 3.90000 1396.20| SEED MIXTURE, LEGUME, 1 | | | 0035 621-06545 0.760 TON | 645.00000 490.20| 645.00000 490.20| FERTILIZER | | | 0036 621-06553 320.000 LBS | 3.07000 982.40| 3.00000 960.00| SEED MIXTURE, R | | | 0037 621-06565 0.760 TON | 800.00000 608.00| 800.00000 608.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1817530 |( ) |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06567 10.000 kGAL | 5.00000 50.00| 5.00000 50.00| WATER | | | 0039 621-06574 1394.000 SYS | 3.20000 4460.80| 3.20000 4460.80| SODDING | | | 0040 622-52436 2.000 EACH | 25.00000 50.00| 25.00000 50.00| SIGN, DO NOT MOW OR SPRAY | | | 0041 701-01849 1136.000 LFT | 48.00000 54528.00| 59.00000 67024.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0042 702-51110 384.000 LBS | 2.99000 1148.16| 6.00000 2304.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 703-51032 53491.000 LBS | 1.00000 53491.00| 1.00000 53491.00| REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 212.800 CYS | 590.00000 125552.00| 700.00000 148960.00| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH | 1600.00000 6400.00| 2500.00000 10000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 17.230 CYS | 525.00000 9045.75| 870.00000 14990.10| CONCRETE, C, RAILING | | | 0047 707-05985 342.000 LFT | 275.00000 94050.00| 300.00000 102600.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV | | | 54 IN. X 20 IN. | | | 0048 709-51821 LUMP | 1912.00000 1912.00| 1912.00000 1912.00| SURFACE SEAL | | | 0049 715-05169 135.000 LFT | 31.45000 4245.75| 27.00000 3645.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0050 715-05407 120.000 LFT | 13.93000 1671.60| 13.00000 1560.00| PIPE, END BENT DRAIN, 6 IN. | | | 0051 715-46005 6.000 EACH | 271.62000 1629.72| 290.00000 1740.00| PIPE END SECTION, 15 IN. | | | 0052 801-04308 10.000 EACH | 295.00000 2950.00| 295.00000 2950.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 18.000 EACH | 120.00000 2160.00| 120.00000 2160.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 6.000 EACH | 210.00000 1260.00| 210.00000 1260.00| CONSTRUCTION SIGN, A | | | 0055 801-07118 144.000 LFT | 16.00000 2304.00| 16.00000 2304.00| BARRICADE, III-A | | | 0056 801-07119 144.000 LFT | 18.00000 2592.00| 18.00000 2592.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,649.07 ROUTE : SR 119 CALL ORDER : 460 CONTRACT ID : B -28702-A COUNTIES : PULASKI LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1817530 |( ) |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 808-06712 842.000 LFT | 0.35000 294.70| 0.35000 294.70| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0058 808-06713 8296.000 LFT | 0.20000 1659.20| 0.20000 1659.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 4148.000 LFT | 0.22000 912.56| 0.22000 912.56| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 621-01004 1.000 EACH | 275.00000 275.00| 275.00000 275.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 787,863.20| $ 869,225.36| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 787,863.20| $ 869,225.36| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,322.00 ROUTE : SR 49 CALL ORDER : 470 CONTRACT ID : B -28730-A COUNTIES : JASPER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/13/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION $ 155,000.00 100.0000% 2 35-1778430 SPANOS, N.I. PAINTING, INC. $ 198,898.60 128.3217% 3 35-1841931 VENUS PAINTING COMPANY $ 387,273.00 249.8535% ==================================================================================================================================== |( 1 ) 35-1685251 |( 2 ) 35-1778430 |( 3 ) 35-1841931 |ATLAS OF LAKE STATION |SPANOS, N.I. 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 105-06845 LUMP | 1.00000 1.00| 100.00000 100.00| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 750.00000 3000.00| 1250.00000 5000.00| 1000.00000 4000.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 100.00000 800.00| 50.00000 400.00| 300.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 7896.00000 7896.00| 9000.00000 9000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 619-05926 LUMP | 4000.00000 4000.00| 8000.00000 8000.00| 300.00000 300.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0010 619-51859 LUMP | 45000.00000 45000.00| 80000.00000 80000.00| 148000.00000 148000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0011 619-61000 LUMP | 82000.00000 82000.00| 90000.00000 90000.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0012 709-51821 LUMP | 3000.00000 3000.00| 500.00000 500.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,322.00 ROUTE : SR 49 CALL ORDER : 470 CONTRACT ID : B -28730-A COUNTIES : JASPER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1685251 |( 2 ) 35-1778430 |( 3 ) 35-1841931 |ATLAS OF LAKE STATION |SPANOS, N.I. PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06640 28.000 EACH | 70.00000 1960.00| 54.00000 1512.00| 10.00000 280.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 3034.00000 3034.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC | | | 0015 801-04308 10.000 EACH | 100.00000 1000.00| 78.00000 780.00| 10.00000 100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06625 27.000 EACH | 74.00000 1998.00| 62.00000 1674.00| 10.00000 270.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0017 801-07118 72.000 LFT | 7.00000 504.00| 6.95000 500.40| 5.00000 360.00 BARRICADE, III-A | | | 0018 801-07119 72.000 LFT | 7.00000 504.00| 7.35000 529.20| 5.00000 360.00 BARRICADE, III-B | | | SECTION TOTALS | $ 155,000.00| $ 198,898.60| $ 387,273.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 155,000.00| $ 198,898.60| $ 387,273.00 ====================================================================================================================================