INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 723,882.64 100.0000% 2 35-1801998 CLR, INC. $ 810,155.66 111.9181% 3 35-1878024 RAGLE, INC. $ 884,941.65 122.2493% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 967,709.78 133.6832% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,073,945.69 148.3591% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,081,209.55 149.3625% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, 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| 18000.00000 18000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1000.00000 10000.00| 1650.00000 16500.00| 1100.00000 11000.00 FIELD OFFICE, A | | | 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 | 35000.00000 35000.00| 40500.00000 40500.00| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9500.00000 9500.00| 16000.00000 16000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 54.300 m | 7.75000 420.83| 14.00000 760.20| 10.00000 543.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 3558.000 m3 | 12.00000 42696.00| 5.25000 18679.50| 12.00000 42696.00 EXCAVATION, COMMON | | | 0010 203-02070 972.000 m3 | 12.00000 11664.00| 11.10000 10789.20| 12.00000 11664.00 BORROW | | | 0011 203-51223 400.000 m3 | 12.00000 4800.00| 7.25000 2900.00| 12.00000 4800.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-03371 182.300 m3 | 10.00000 1823.00| 3.35000 610.71| 5.00000 911.50 SEDIMENT REMOVE | | | 0013 205-06931 119.400 Mg | 20.00000 2388.00| 23.00000 2746.20| 12.00000 1432.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 208.800 Mg | 20.00000 4176.00| 23.00000 4802.40| 5.00000 1044.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 235.000 m | 5.50000 1292.50| 5.00000 1175.00| 5.00000 1175.00 TEMPORARY SILT FENCE | | | 0016 206-51225 87.500 m3 | 20.00000 1750.00| 20.00000 1750.00| 15.00000 1312.50 EXCAVATION, DRY | | | 0017 207-08263 2809.400 m2 | 8.75000 24582.25| 2.00000 5618.80| 5.00000 14047.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08264 2836.000 m2 | 6.75000 19143.00| 0.40000 1134.40| 4.00000 11344.00 SUBGRADE TREATMENT, TYPE II | | | 0019 210-07739 5.000 EACH | 50.00000 250.00| 217.00000 1085.00| 40.00000 200.00 TEMPORARY CULVERT PIPE PROTECTION | | | 0020 211-06467 38.000 m3 | 34.00000 1292.00| 81.00000 3078.00| 35.00000 1330.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 45.100 m3 | 34.00000 1533.40| 27.00000 1217.70| 30.00000 1353.00 STRUCTURE BACKFILL | | | 0022 301-07448 1679.400 Mg | 15.00000 25191.00| 15.99000 26853.61| 16.00000 26870.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 27.000 m3 | 34.00000 918.00| 105.00000 2835.00| 38.00000 1026.00 DENSE GRADED SUBBASE | | | 0024 303-01180 31.900 Mg | 15.00000 478.50| 29.00000 925.10| 16.00000 510.40 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08043 360.000 m2 | 5.00000 1800.00| 8.00000 2880.00| 7.00000 2520.00 MILLING, TRANSITION | | | 0026 402-07432 92.700 Mg | 55.00000 5098.50| 54.75000 5075.33| 50.80000 4709.16 HMA SURFACE, TYPE A | | | 0027 402-07433 296.300 Mg | 55.00000 16296.50| 54.75000 16222.43| 50.80000 15052.04 HMA SURFACE, TYPE B | | | 0028 402-07435 270.400 Mg | 48.00000 12979.20| 50.00000 13520.00| 46.80000 12654.72 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 1074.800 Mg | 48.00000 51590.40| 50.00000 53740.00| 46.80000 50300.64 HMA INTERMEDIATE, TYPE B | | | 0030 402-07441 591.000 Mg | 48.00000 28368.00| 50.00000 29550.00| 46.80000 27658.80 HMA BASE, TYPE B | | | 0031 404-05514 89.500 m2 | 15.00000 1342.50| 15.00000 1342.50| 15.00000 1342.50 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 405-05517 6.600 Mg | 40.00000 264.00| 400.00000 2640.00| 250.00000 1650.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 1.800 Mg | 400.00000 720.00| 420.00000 756.00| 375.00000 675.00 ASPHALT FOR TACK COAT | | | 0034 601-01128 4.000 EACH | 975.00000 3900.00| 1090.00000 4360.00| 950.00000 3800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0035 601-01625 1.000 EACH | 1225.00000 1225.00| 1335.00000 1335.00| 1195.00000 1195.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 , TEMPORARY BRIDGE AND | | | APPROACH | | | 0036 601-01626 1.000 EACH | 1425.00000 1425.00| 1560.00000 1560.00| 1395.00000 1395.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-07661 3.000 EACH | 1325.00000 3975.00| 1450.00000 4350.00| 1295.00000 3885.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0038 601-94689 3.000 EACH | 2500.00000 7500.00| 2565.00000 7695.00| 2295.00000 6885.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 89.540 m | 45.00000 4029.30| 62.00000 5551.48| 42.70000 3823.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 8.00000 48.00| 44.00000 264.00| 8.00000 48.00 BARRIER DELINEATOR | | | 0041 609-06259 180.000 m2 | 70.00000 12600.00| 79.00000 14220.00| 55.00000 9900.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 93.100 Mg | 70.00000 6517.00| 76.00000 7075.60| 68.00000 6330.80 HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 1.000 EACH | 125.00000 125.00| 250.00000 250.00| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH | 100.00000 1800.00| 95.00000 1710.00| 95.00000 1710.00 RIGHT OF WAY MARKER | | | 0045 615-06505 2.000 EACH | 500.00000 1000.00| 550.00000 1100.00| 495.00000 990.00 MONUMENT, B | | | 0046 616-02320 1310.900 m2 | 3.30000 4325.97| 2.00000 2621.80| 2.00000 2621.80 GEOTEXTILES | | | 0047 616-06405 1053.600 Mg | 15.00000 15804.00| 20.50000 21598.80| 16.00000 16857.60 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 550.00000 1100.00| 560.00000 1120.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 621-06545 0.870 Mg | 375.00000 326.25| 1000.00000 870.00| 360.00000 313.20 FERTILIZER | | | 0050 621-06553 155.800 kg | 6.30000 981.54| 6.80000 1059.44| 6.10000 950.38 SEED MIXTURE, R | | | 0051 621-06557 94.100 kg | 5.00000 470.50| 5.50000 517.55| 4.60000 432.86 SEED MIXTURE, T | | | 0052 621-06565 6.260 Mg | 350.00000 2191.00| 369.00000 2309.94| 330.00000 2065.80 MULCHING MATERIAL | | | 0053 621-06567 74.800 kL | 5.00000 374.00| 13.00000 972.40| 13.00000 972.40 WATER | | | 0054 621-06574 378.000 m2 | 5.00000 1890.00| 4.45000 1682.10| 4.00000 1512.00 SODDING | | | 0055 622-52436 4.000 EACH | 32.00000 128.00| 33.00000 132.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-98200 26.000 EACH | 30.00000 780.00| 28.00000 728.00| 28.00000 728.00 SIGN, DO NOT DISTURB | | | 0057 701-51190 108.000 m | 105.00000 11340.00| 115.00000 12420.00| 140.00000 15120.00 PILE, STEEL H, HP 250 X 62 | | | 0058 701-91792 12.000 EACH | 95.00000 1140.00| 85.00000 1020.00| 150.00000 1800.00 PILE TIP, STEEL H | | | 0059 703-51032 17400.000 kg | 1.85000 32190.00| 2.20000 38280.00| 2.00000 34800.00 REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 91.900 m3 | 440.00000 40436.00| 615.00000 56518.50| 650.00000 59735.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05733 4.000 EACH | 1200.00000 4800.00| 1111.00000 4444.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0062 706-51020 7.400 m3 | 480.00000 3552.00| 999.00000 7392.60| 525.00000 3885.00 CONCRETE, C, RAILING | | | 0063 707-05978 111.900 m2 | 433.50000 48508.65| 615.00000 68818.50| 450.00000 50355.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0064 709-51821 LUMP | 1900.00000 1900.00| 2200.00000 2200.00| 1836.00000 1836.00 SURFACE SEAL | | | 0065 713-04858 LUMP | 30000.00000 30000.00| 48000.00000 48000.00| 58000.00000 58000.00 TEMPORARY BRIDGE | | | 0066 713-51335 LUMP | 90000.00000 90000.00| 118000.00000 118000.00| 208000.00000 208000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0067 713-99365 120.600 m | 25.00000 3015.00| 26.50000 3195.90| 23.85000 2876.31 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 715-05121 38.000 m | 90.00000 3420.00| 106.00000 4028.00| 65.00000 2470.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0069 715-05171 51.000 m | 90.00000 4590.00| 105.00000 5355.00| 65.00000 3315.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0070 715-05407 40.000 m | 12.00000 480.00| 30.00000 1200.00| 15.00000 600.00 PIPE, END BENT DRAIN, 150 mm | | | 0071 715-46010 6.000 EACH | 250.00000 1500.00| 350.00000 2100.00| 150.00000 900.00 PIPE END SECTION, 450 mm | | | 0072 721-43010 2.000 EACH | 985.00000 1970.00| 1625.00000 3250.00| 800.00000 1600.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0073 801-04308 2.000 EACH | 425.00000 850.00| 440.00000 880.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06203 1040.000 m | 0.90000 936.00| 0.88000 915.20| 0.79000 821.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 916.000 m | 3.00000 2748.00| 3.63000 3325.08| 3.25000 2977.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06640 24.000 EACH | 175.00000 4200.00| 185.00000 4440.00| 165.00000 3960.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 8.000 EACH | 50.00000 400.00| 50.00000 400.00| 50.00000 400.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 7500.00000 7500.00| 10000.00000 10000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0079 801-07118 32.000 m | 76.50000 2448.00| 86.00000 2752.00| 75.00000 2400.00 BARRICADE, III-A | | | 0080 802-04893 1.000 EACH | 60.00000 60.00| 62.00000 62.00| 55.00000 55.00 REFERENCE POST | | | 0081 802-05701 2.810 m | 37.50000 105.38| 55.00000 154.55| 36.28000 101.95 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 6.410 m | 36.50000 233.97| 49.00000 314.09| 35.29000 226.21 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 0.630 m2 | 200.00000 126.00| 295.00000 185.85| 192.60000 121.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 0.500 m2 | 220.00000 110.00| 295.00000 147.50| 214.12000 107.06 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1801998 |( 3 ) 35-1878024 |ERBER & MILLIGAN CONSTR. CO. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 802-76040 0.200 m2 | 240.00000 48.00| 500.00000 100.00| 235.65000 47.13 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0086 804-06771 18.000 EACH | 39.25000 706.50| 45.00000 810.00| 38.75000 697.50 DELINEATOR POST, FLEXIBLE | | | 0087 808-06712 66.000 m | 1.00000 66.00| 2.00000 132.00| 0.92000 60.72 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0088 808-06713 1017.000 m | 1.00000 1017.00| 1.03000 1047.51| 0.92000 935.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 598.000 m | 1.00000 598.00| 1.03000 615.94| 0.92000 550.16 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-06716 1657.000 m | 2.00000 3314.00| 2.00000 3314.00| 2.00000 3314.00 LINE, REMOVE | | | 0091 808-06726 19.000 m | 7.00000 133.00| 7.00000 133.00| 6.23000 118.37 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0092 808-75996 21.000 EACH | 10.00000 210.00| 7.25000 152.25| 10.00000 210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 38.000 EACH | 62.00000 2356.00| 60.00000 2280.00| 60.00000 2280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 723,882.64| $ 810,155.66| $ 884,941.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 723,882.64| $ 810,155.66| $ 884,941.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |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 | 20000.00000 20000.00| 21000.00000 21000.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1300.00000 13000.00| 1900.00000 19000.00| 1800.00000 18000.00 FIELD OFFICE, A | | | 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| 53000.00000 53000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 19000.00000 19000.00| 24500.00000 24500.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 54.300 m | 7.50000 407.25| 8.00000 434.40| 8.00000 434.40 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 50000.00000 50000.00| 17850.00000 17850.00| 23500.00000 23500.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 3558.000 m3 | 14.00000 49812.00| 13.80000 49100.40| 15.00000 53370.00 EXCAVATION, COMMON | | | 0010 203-02070 972.000 m3 | 20.00000 19440.00| 19.50000 18954.00| 25.00000 24300.00 BORROW | | | 0011 203-51223 400.000 m3 | 19.00000 7600.00| 10.60000 4240.00| 15.00000 6000.00 EXCAVATION, WATERWAY | | | 0012 205-03371 182.300 m3 | 15.00000 2734.50| 11.60000 2114.68| 20.00000 3646.00 SEDIMENT REMOVE | | | 0013 205-06931 119.400 Mg | 40.00000 4776.00| 42.00000 5014.80| 30.00000 3582.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 208.800 Mg | 25.00000 5220.00| 39.00000 8143.20| 30.00000 6264.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 235.000 m | 5.00000 1175.00| 6.60000 1551.00| 5.50000 1292.50 TEMPORARY SILT FENCE | | | 0016 206-51225 87.500 m3 | 14.00000 1225.00| 10.60000 927.50| 15.00000 1312.50 EXCAVATION, DRY | | | 0017 207-08263 2809.400 m2 | 9.50000 26689.30| 10.40000 29217.76| 6.50000 18261.10 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08264 2836.000 m2 | 7.70000 21837.20| 8.60000 24389.60| 1.52000 4310.72 SUBGRADE TREATMENT, TYPE II | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-07739 5.000 EACH | 100.00000 500.00| 105.00000 525.00| 400.00000 2000.00 TEMPORARY CULVERT PIPE PROTECTION | | | 0020 211-06467 38.000 m3 | 50.00000 1900.00| 43.00000 1634.00| 75.00000 2850.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 45.100 m3 | 60.00000 2706.00| 37.00000 1668.70| 25.00000 1127.50 STRUCTURE BACKFILL | | | 0022 301-07448 1679.400 Mg | 16.00000 26870.40| 24.90000 41817.06| 20.00000 33588.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 27.000 m3 | 60.00000 1620.00| 48.00000 1296.00| 75.00000 2025.00 DENSE GRADED SUBBASE | | | 0024 303-01180 31.900 Mg | 35.00000 1116.50| 28.90000 921.91| 35.00000 1116.50 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08043 360.000 m2 | 14.00000 5040.00| 9.50000 3420.00| 12.00000 4320.00 MILLING, TRANSITION | | | 0026 402-07432 92.700 Mg | 87.00000 8064.90| 86.00000 7972.20| 85.00000 7879.50 HMA SURFACE, TYPE A | | | 0027 402-07433 296.300 Mg | 86.00000 25481.80| 71.00000 21037.30| 70.00000 20741.00 HMA SURFACE, TYPE B | | | 0028 402-07435 270.400 Mg | 84.00000 22713.60| 61.00000 16494.40| 60.00000 16224.00 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 1074.800 Mg | 67.00000 72011.60| 51.00000 54814.80| 50.00000 53740.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07441 591.000 Mg | 76.00000 44916.00| 50.00000 29550.00| 48.00000 28368.00 HMA BASE, TYPE B | | | 0031 404-05514 89.500 m2 | 36.00000 3222.00| 22.00000 1969.00| 21.00000 1879.50 SEAL COAT, 5 | | | 0032 405-05517 6.600 Mg | 320.00000 2112.00| 410.00000 2706.00| 400.00000 2640.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 1.800 Mg | 330.00000 594.00| 250.00000 450.00| 250.00000 450.00 ASPHALT FOR TACK COAT | | | 0034 601-01128 4.000 EACH | 950.00000 3800.00| 1005.00000 4020.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0035 601-01625 1.000 EACH | 1195.00000 1195.00| 1700.00000 1700.00| 1200.00000 1200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 , TEMPORARY BRIDGE AND | | | APPROACH | | | 0036 601-01626 1.000 EACH | 1395.00000 1395.00| 1460.00000 1460.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-07661 3.000 EACH | 1295.00000 3885.00| 1360.00000 4080.00| 1300.00000 3900.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0038 601-94689 3.000 EACH | 2295.00000 6885.00| 2430.00000 7290.00| 2300.00000 6900.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 89.540 m | 42.70000 3823.36| 45.00000 4029.30| 45.00000 4029.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 7.00000 42.00| 18.00000 108.00| 8.00000 48.00 BARRIER DELINEATOR | | | 0041 609-06259 180.000 m2 | 75.00000 13500.00| 74.00000 13320.00| 85.00000 15300.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 93.100 Mg | 100.00000 9310.00| 106.00000 9868.60| 100.00000 9310.00 HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 1.000 EACH | 115.00000 115.00| 125.00000 125.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 18.000 EACH | 95.00000 1710.00| 122.00000 2196.00| 100.00000 1800.00 RIGHT OF WAY MARKER | | | 0045 615-06505 2.000 EACH | 495.00000 990.00| 560.00000 1120.00| 500.00000 1000.00 MONUMENT, B | | | 0046 616-02320 1310.900 m2 | 2.82000 3696.74| 2.60000 3408.34| 3.00000 3932.70 GEOTEXTILES | | | 0047 616-06405 1053.600 Mg | 20.00000 21072.00| 34.60000 36454.56| 20.00000 21072.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 500.00000 1000.00| 620.00000 1240.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 0.870 Mg | 360.00000 313.20| 400.00000 348.00| 1000.00000 870.00 FERTILIZER | | | 0050 621-06553 155.800 kg | 6.10000 950.38| 6.50000 1012.70| 7.00000 1090.60 SEED MIXTURE, R | | | 0051 621-06557 94.100 kg | 4.60000 432.86| 4.90000 461.09| 5.25000 494.03 SEED MIXTURE, T | | | 0052 621-06565 6.260 Mg | 330.00000 2065.80| 350.00000 2191.00| 500.00000 3130.00 MULCHING MATERIAL | | | 0053 621-06567 74.800 kL | 13.00000 972.40| 15.00000 1122.00| 5.00000 374.00 WATER | | | 0054 621-06574 378.000 m2 | 4.00000 1512.00| 4.30000 1625.40| 5.50000 2079.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 622-52436 4.000 EACH | 30.00000 120.00| 32.00000 128.00| 35.00000 140.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-98200 26.000 EACH | 28.00000 728.00| 30.00000 780.00| 35.00000 910.00 SIGN, DO NOT DISTURB | | | 0057 701-51190 108.000 m | 120.00000 12960.00| 176.00000 19008.00| 175.00000 18900.00 PILE, STEEL H, HP 250 X 62 | | | 0058 701-91792 12.000 EACH | 80.00000 960.00| 152.00000 1824.00| 150.00000 1800.00 PILE TIP, STEEL H | | | 0059 703-51032 17400.000 kg | 1.70000 29580.00| 1.96000 34104.00| 2.25000 39150.00 REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 91.900 m3 | 660.00000 60654.00| 703.00000 64605.70| 875.00000 80412.50 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05733 4.000 EACH | 1100.00000 4400.00| 1615.00000 6460.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0062 706-51020 7.400 m3 | 700.00000 5180.00| 590.00000 4366.00| 750.00000 5550.00 CONCRETE, C, RAILING | | | 0063 707-05978 111.900 m2 | 750.00000 83925.00| 634.00000 70944.60| 700.00000 78330.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0064 709-51821 LUMP | 1800.00000 1800.00| 3000.00000 3000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0065 713-04858 LUMP | 34000.00000 34000.00| 72000.00000 72000.00| 78000.00000 78000.00 TEMPORARY BRIDGE | | | 0066 713-51335 LUMP | 100000.00000 100000.00| 171000.00000 171000.00| 200000.00000 200000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0067 713-99365 120.600 m | 23.85000 2876.31| 25.50000 3075.30| 24.00000 2894.40 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0068 715-05121 38.000 m | 65.00000 2470.00| 96.00000 3648.00| 100.00000 3800.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0069 715-05171 51.000 m | 70.00000 3570.00| 96.00000 4896.00| 100.00000 5100.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0070 715-05407 40.000 m | 20.00000 800.00| 18.00000 720.00| 60.00000 2400.00 PIPE, END BENT DRAIN, 150 mm | | | 0071 715-46010 6.000 EACH | 350.00000 2100.00| 425.00000 2550.00| 400.00000 2400.00 PIPE END SECTION, 450 mm | | | 0072 721-43010 2.000 EACH | 1100.00000 2200.00| 2040.00000 4080.00| 2500.00000 5000.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0073 801-04308 2.000 EACH | 395.00000 790.00| 430.00000 860.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 801-06203 1040.000 m | 0.79000 821.60| 0.80000 832.00| 0.80000 832.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 916.000 m | 3.25000 2977.00| 3.60000 3297.60| 3.50000 3206.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06640 24.000 EACH | 165.00000 3960.00| 180.00000 4320.00| 175.00000 4200.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 8.000 EACH | 50.00000 400.00| 54.00000 432.00| 50.00000 400.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 9500.00000 9500.00| 22000.00000 22000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0079 801-07118 32.000 m | 75.00000 2400.00| 80.00000 2560.00| 80.00000 2560.00 BARRICADE, III-A | | | 0080 802-04893 1.000 EACH | 55.00000 55.00| 60.00000 60.00| 60.00000 60.00 REFERENCE POST | | | 0081 802-05701 2.810 m | 36.28000 101.95| 40.00000 112.40| 40.00000 112.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 6.410 m | 35.29000 226.21| 39.00000 249.99| 40.00000 256.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 0.630 m2 | 192.60000 121.34| 210.00000 132.30| 200.00000 126.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 0.500 m2 | 214.12000 107.06| 230.00000 115.00| 225.00000 112.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 802-76040 0.200 m2 | 235.65000 47.13| 260.00000 52.00| 250.00000 50.00 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0086 804-06771 18.000 EACH | 38.75000 697.50| 40.00000 720.00| 40.00000 720.00 DELINEATOR POST, FLEXIBLE | | | 0087 808-06712 66.000 m | 0.92000 60.72| 1.00000 66.00| 1.00000 66.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0088 808-06713 1017.000 m | 0.92000 935.64| 1.00000 1017.00| 1.00000 1017.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 598.000 m | 0.92000 550.16| 1.00000 598.00| 1.00000 598.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-06716 1657.000 m | 2.00000 3314.00| 2.10000 3479.70| 2.00000 3314.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 531 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,098,863.57 ROUTE : SR 56 CALL ORDER : 531 CONTRACT ID : B -26794-A COUNTIES : DUBOIS LETTING DATE : 09/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1009310 |( 6 ) 35-1618530 |GOHMANN ASPHALT & CONSTR., I |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 808-06726 19.000 m | 6.23000 118.37| 6.60000 125.40| 6.50000 123.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0092 808-75996 21.000 EACH | 70.00000 1470.00| 19.00000 399.00| 20.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 38.000 EACH | 60.00000 2280.00| 64.00000 2432.00| 65.00000 2470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 967,709.78| $ 1,073,945.69| $ 1,081,209.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 967,709.78| $ 1,073,945.69| $ 1,081,209.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/03/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 794,863.47 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 832,312.24 104.7113% 3 35-1738390 HOOSIER PRIDE EXCAVATING INC. $ 871,189.47 109.6024% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 883,702.16 111.1766% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 889,194.15 111.8675% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 895,523.46 112.6638% 7 35-1609544 SCHUTT-LOOKABILL CO $ 963,585.90 121.2266% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,064,768.52 133.9562% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1917625 |( 3 ) 35-1738390 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |HOOSIER PRIDE EXCAVATING 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| 10000.00000 10000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1250.00000 12500.00| 1000.00000 10000.00| 1850.00000 18500.00 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 | 37500.00000 37500.00| 41500.00000 41500.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11000.00000 11000.00| 12400.00000 12400.00| 26800.00000 26800.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 40000.00000 40000.00| 96000.00000 96000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 505.400 m3 | 10.00000 5054.00| 25.00000 12635.00| 12.50000 6317.50 EXCAVATION, COMMON | | | 0009 203-02070 3833.000 m3 | 12.50000 47912.50| 10.00000 38330.00| 15.60000 59794.80 BORROW | | | 0010 205-06932 30.000 m | 3.00000 90.00| 26.00000 780.00| 51.70000 1551.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1917625 |( 3 ) 35-1738390 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |HOOSIER PRIDE EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-06937 120.000 m | 5.00000 600.00| 10.00000 1200.00| 7.00000 840.00 TEMPORARY SILT FENCE | | | 0012 206-51220 110.300 m3 | 125.00000 13787.50| 40.00000 4412.00| 150.00000 16545.00 EXCAVATION, WET | | | 0013 207-08267 1532.400 m2 | 4.00000 6129.60| 6.50000 9960.60| 6.31000 9669.44 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 54.000 m3 | 30.00000 1620.00| 80.00000 4320.00| 36.62000 1977.48 AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 829.000 Mg | 17.00000 14093.00| 19.00000 15751.00| 17.00000 14093.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04853 246.000 Mg | 17.00000 4182.00| 21.00000 5166.00| 23.00000 5658.00 COMPACTED AGGREGATE FOR SHOULDER, NO. 5 | | | 0017 402-07432 137.920 Mg | 100.00000 13792.00| 93.50000 12895.52| 109.60000 15116.03 HMA SURFACE, TYPE A | | | 0018 402-07435 229.860 Mg | 85.00000 19538.10| 75.00000 17239.50| 91.10000 20940.25 HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 1532.400 m2 | 0.11000 168.56| 0.55000 842.82| 0.75000 1149.30 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1532.400 m2 | 0.11000 168.56| 0.10000 153.24| 0.10000 153.24 ASPHALT FOR TACK COAT | | | 0021 601-06037 4.000 EACH | 825.00000 3300.00| 775.00000 3100.00| 787.50000 3150.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH | 1000.00000 4000.00| 700.00000 2800.00| 700.00000 2800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 95.260 m | 50.00000 4763.00| 46.00000 4381.96| 48.00000 4572.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 175.000 m | 22.00000 3850.00| 21.00000 3675.00| 21.40000 3745.00 FENCE, FARM FIELD, 1190 mm | | | 0025 609-06257 145.000 m2 | 75.00000 10875.00| 70.00000 10150.00| 71.75000 10403.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 562.000 m2 | 3.00000 1686.00| 1.50000 843.00| 2.00000 1124.00 GEOTEXTILES | | | 0027 616-03472 888.000 Mg | 20.00000 17760.00| 23.00000 20424.00| 24.58000 21827.04 RIPRAP, REVETMENT 450 mm | | | 0028 616-05688 3.500 Mg | 150.00000 525.00| 70.00000 245.00| 50.00000 175.00 RIPRAP, CLASS 1 | | | 0029 621-01004 1.000 EACH | 900.00000 900.00| 625.00000 625.00| 880.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1917625 |( 3 ) 35-1738390 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |HOOSIER PRIDE EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 621-06545 0.650 Mg | 750.00000 487.50| 515.00000 334.75| 748.00000 486.20 FERTILIZER | | | 0031 621-06553 137.000 kg | 5.75000 787.75| 5.20000 712.40| 5.78000 791.86 SEED MIXTURE, R | | | 0032 621-06565 3.250 Mg | 480.00000 1560.00| 400.00000 1300.00| 484.00000 1573.00 MULCHING MATERIAL | | | 0033 621-06567 130.000 kL | 0.55000 71.50| 6.80000 884.00| 0.55000 71.50 WATER | | | 0034 621-06575 122.000 m2 | 25.00000 3050.00| 5.60000 683.20| 23.38000 2852.36 SODDING, NURSERY | | | 0035 622-52436 4.000 EACH | 25.00000 100.00| 31.00000 124.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 65.000 EACH | 10.00000 650.00| 8.25000 536.25| 9.90000 643.50 SEEDLING | | | 0037 701-01849 856.800 m | 125.00000 107100.00| 83.00000 71114.40| 134.18000 114965.42 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0038 701-99086 38.000 EACH | 225.00000 8550.00| 100.00000 3800.00| 225.00000 8550.00 PILE TIP, STEEL SHELL | | | 0039 702-51005 146.300 m3 | 500.00000 73150.00| 600.00000 87780.00| 560.00000 81928.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-90976 5002.000 kg | 1.95000 9753.90| 1.50000 7503.00| 1.43000 7152.86 REINFORCING STEEL, GRADE 60 | | | 0041 703-96177 22198.000 kg | 2.00000 44396.00| 1.60000 35516.80| 1.63000 36182.74 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0042 704-51002 190.300 m3 | 400.00000 76120.00| 425.00000 80877.50| 610.00000 116083.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-06344 129.540 m | 150.00000 19431.00| 155.00000 20078.70| 157.50000 20402.55 RAILING, TS-1 | | | 0044 707-05984 269.960 m | 550.00000 148478.00| 610.00000 164675.60| 486.56000 131351.74 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP | 4500.00000 4500.00| 4000.00000 4000.00| 4200.00000 4200.00 SURFACE SEAL | | | 0046 715-05169 53.000 m | 65.00000 3445.00| 100.00000 5300.00| 84.31000 4468.43 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 6.000 EACH | 250.00000 1500.00| 230.00000 1380.00| 175.00000 1050.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1917625 |( 3 ) 35-1738390 |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |HOOSIER PRIDE EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 718-03277 36.800 m | 20.00000 736.00| 25.00000 920.00| 27.50000 1012.00 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0049 801-04308 4.000 EACH | 300.00000 1200.00| 280.00000 1120.00| 358.00000 1432.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06640 8.000 EACH | 175.00000 1400.00| 170.00000 1360.00| 176.00000 1408.00 CONSTRUCTION SIGN, A | | | 0051 801-07118 24.000 m | 65.00000 1560.00| 62.00000 1488.00| 66.00000 1584.00 BARRICADE, III-A | | | 0052 801-07119 16.000 m | 65.00000 1040.00| 62.00000 992.00| 66.00000 1056.00 BARRICADE, III-B | | | SECTION TOTALS | $ 794,863.47| $ 832,312.24| $ 871,189.47 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 794,863.47| $ 832,312.24| $ 871,189.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1364963 |( 6 ) 35-1385672 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. 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 | 9600.00000 9600.00| 13500.00000 13500.00| 10400.00000 10400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1700.00000 17000.00| 1000.00000 10000.00| 1273.00000 12730.00 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 | 44000.00000 44000.00| 43250.00000 43250.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 13875.00000 13875.00| 13000.00000 13000.00| 24437.00000 24437.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 85884.00000 85884.00| 70000.00000 70000.00| 34078.00000 34078.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 505.400 m3 | 12.00000 6064.80| 12.50000 6317.50| 17.00000 8591.80 EXCAVATION, COMMON | | | 0009 203-02070 3833.000 m3 | 13.60000 52128.80| 16.00000 61328.00| 13.85000 53087.05 BORROW | | | 0010 205-06932 30.000 m | 25.00000 750.00| 10.00000 300.00| 26.40000 792.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 120.000 m | 5.00000 600.00| 5.00000 600.00| 9.90000 1188.00 TEMPORARY SILT FENCE | | | 0012 206-51220 110.300 m3 | 600.00000 66180.00| 180.00000 19854.00| 29.00000 3198.70 EXCAVATION, WET | | | 0013 207-08267 1532.400 m2 | 17.50000 26817.00| 9.50000 14557.80| 9.00000 13791.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 54.000 m3 | 39.00000 2106.00| 45.00000 2430.00| 48.75000 2632.50 AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 829.000 Mg | 16.70000 13844.30| 17.50000 14507.50| 21.70000 17989.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04853 246.000 Mg | 19.60000 4821.60| 20.00000 4920.00| 25.00000 6150.00 COMPACTED AGGREGATE FOR SHOULDER, NO. 5 | | | 0017 402-07432 137.920 Mg | 102.50000 14136.80| 100.00000 13792.00| 90.00000 12412.80 HMA SURFACE, TYPE A | | | 0018 402-07435 229.860 Mg | 82.25000 18905.99| 100.00000 22986.00| 70.00000 16090.20 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1364963 |( 6 ) 35-1385672 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 405-05518 1532.400 m2 | 0.80000 1225.92| 0.10000 153.24| 0.01000 15.32 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1532.400 m2 | 0.11000 168.56| 0.10000 153.24| 0.15000 229.86 ASPHALT FOR TACK COAT | | | 0021 601-06037 4.000 EACH | 822.50000 3290.00| 850.00000 3400.00| 740.00000 2960.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH | 730.00000 2920.00| 750.00000 3000.00| 895.00000 3580.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 95.260 m | 67.17000 6398.61| 47.00000 4477.22| 46.00000 4381.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 175.000 m | 22.25000 3893.75| 22.00000 3850.00| 19.50000 3412.50 FENCE, FARM FIELD, 1190 mm | | | 0025 609-06257 145.000 m2 | 67.00000 9715.00| 62.50000 9062.50| 73.00000 10585.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 562.000 m2 | 1.70000 955.40| 3.25000 1826.50| 2.10000 1180.20 GEOTEXTILES | | | 0027 616-03472 888.000 Mg | 24.50000 21756.00| 21.00000 18648.00| 22.15000 19669.20 RIPRAP, REVETMENT 450 mm | | | 0028 616-05688 3.500 Mg | 112.00000 392.00| 100.00000 350.00| 68.00000 238.00 RIPRAP, CLASS 1 | | | 0029 621-01004 1.000 EACH | 877.00000 877.00| 850.00000 850.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.650 Mg | 745.00000 484.25| 700.00000 455.00| 496.14000 322.49 FERTILIZER | | | 0031 621-06553 137.000 kg | 5.75000 787.75| 5.75000 787.75| 4.95000 678.15 SEED MIXTURE, R | | | 0032 621-06565 3.250 Mg | 485.00000 1576.25| 450.00000 1462.50| 385.89000 1254.14 MULCHING MATERIAL | | | 0033 621-06567 130.000 kL | 0.77000 100.10| 0.50000 65.00| 6.50000 845.00 WATER | | | 0034 621-06575 122.000 m2 | 24.60000 3001.20| 22.00000 2684.00| 5.40000 658.80 SODDING, NURSERY | | | 0035 622-52436 4.000 EACH | 44.00000 176.00| 40.00000 160.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 65.000 EACH | 13.74000 893.10| 10.00000 650.00| 8.00000 520.00 SEEDLING | | | 0037 701-01849 856.800 m | 95.35000 81695.88| 145.00000 124236.00| 118.86000 101839.25 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1364963 |( 6 ) 35-1385672 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 701-99086 38.000 EACH | 218.00000 8284.00| 220.00000 8360.00| 67.00000 2546.00 PILE TIP, STEEL SHELL | | | 0039 702-51005 146.300 m3 | 100.00000 14630.00| 500.00000 73150.00| 770.00000 112651.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-90976 5002.000 kg | 1.50000 7503.00| 1.70000 8503.40| 1.56000 7803.12 REINFORCING STEEL, GRADE 60 | | | 0041 703-96177 22198.000 kg | 1.80000 39956.40| 1.80000 39956.40| 1.82000 40400.36 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0042 704-51002 190.300 m3 | 586.00000 111515.80| 525.00000 99907.50| 655.00000 124646.50 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-06344 129.540 m | 165.00000 21374.10| 165.00000 21374.10| 139.00000 18006.06 RAILING, TS-1 | | | 0044 707-05984 269.960 m | 545.00000 147128.20| 500.00000 134980.00| 545.78000 147338.77 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP | 4230.00000 4230.00| 4200.00000 4200.00| 3860.00000 3860.00 SURFACE SEAL | | | 0046 715-05169 53.000 m | 88.00000 4664.00| 75.00000 3975.00| 72.08000 3820.24 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 6.000 EACH | 256.00000 1536.00| 180.00000 1080.00| 361.00000 2166.00 PIPE END SECTION, 375 mm | | | 0048 718-03277 36.800 m | 7.00000 257.60| 15.00000 552.00| 44.69000 1644.59 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0049 801-04308 4.000 EACH | 300.00000 1200.00| 325.00000 1300.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06640 8.000 EACH | 200.00000 1600.00| 180.00000 1440.00| 160.00000 1280.00 CONSTRUCTION SIGN, A | | | 0051 801-07118 24.000 m | 70.00000 1680.00| 70.00000 1680.00| 60.00000 1440.00 BARRICADE, III-A | | | 0052 801-07119 16.000 m | 70.00000 1120.00| 70.00000 1120.00| 60.00000 960.00 BARRICADE, III-B | | | SECTION TOTALS | $ 883,702.16| $ 889,194.15| $ 895,523.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 883,702.16| $ 889,194.15| $ 895,523.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1618530 |( ) |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI | 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 | 10746.00000 10746.00| 11000.00000 11000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1700.00000 17000.00| 1800.00000 18000.00| 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 | 48100.00000 48100.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14450.00000 14450.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 126203.00000 126203.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 505.400 m3 | 60.00000 30324.00| 30.00000 15162.00| EXCAVATION, COMMON | | | 0009 203-02070 3833.000 m3 | 8.00000 30664.00| 15.00000 57495.00| BORROW | | | 0010 205-06932 30.000 m | 25.00000 750.00| 23.00000 690.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 120.000 m | 5.31000 637.20| 5.00000 600.00| TEMPORARY SILT FENCE | | | 0012 206-51220 110.300 m3 | 411.44000 45381.83| 500.00000 55150.00| EXCAVATION, WET | | | 0013 207-08267 1532.400 m2 | 7.50000 11493.00| 12.00000 18388.80| SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 54.000 m3 | 45.00000 2430.00| 65.00000 3510.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 829.000 Mg | 20.70000 17160.30| 20.00000 16580.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04853 246.000 Mg | 24.02000 5908.92| 30.00000 7380.00| COMPACTED AGGREGATE FOR SHOULDER, NO. 5 | | | 0017 402-07432 137.920 Mg | 106.00000 14619.52| 100.00000 13792.00| HMA SURFACE, TYPE A | | | 0018 402-07435 229.860 Mg | 84.75000 19480.64| 77.00000 17699.22| HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1618530 |( ) |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 405-05518 1532.400 m2 | 0.85000 1302.54| 0.80000 1225.92| ASPHALT FOR PRIME COAT | | | 0020 406-05521 1532.400 m2 | 0.12000 183.89| 0.15000 229.86| ASPHALT FOR TACK COAT | | | 0021 601-06037 4.000 EACH | 850.00000 3400.00| 750.00000 3000.00| GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH | 750.00000 3000.00| 900.00000 3600.00| GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 95.260 m | 50.00000 4763.00| 47.00000 4477.22| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 175.000 m | 23.00000 4025.00| 20.00000 3500.00| FENCE, FARM FIELD, 1190 mm | | | 0025 609-06257 145.000 m2 | 70.00000 10150.00| 85.00000 12325.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 562.000 m2 | 1.90000 1067.80| 4.00000 2248.00| GEOTEXTILES | | | 0027 616-03472 888.000 Mg | 20.77000 18443.76| 25.00000 22200.00| RIPRAP, REVETMENT 450 mm | | | 0028 616-05688 3.500 Mg | 100.00000 350.00| 60.00000 210.00| RIPRAP, CLASS 1 | | | 0029 621-01004 1.000 EACH | 900.00000 900.00| 825.00000 825.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.650 Mg | 770.00000 500.50| 700.00000 455.00| FERTILIZER | | | 0031 621-06553 137.000 kg | 6.00000 822.00| 5.50000 753.50| SEED MIXTURE, R | | | 0032 621-06565 3.250 Mg | 497.20000 1615.90| 450.00000 1462.50| MULCHING MATERIAL | | | 0033 621-06567 130.000 kL | 0.57000 74.10| 0.50000 65.00| WATER | | | 0034 621-06575 122.000 m2 | 24.00000 2928.00| 22.00000 2684.00| SODDING, NURSERY | | | 0035 622-52436 4.000 EACH | 45.00000 180.00| 40.00000 160.00| SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 65.000 EACH | 10.00000 650.00| 10.00000 650.00| SEEDLING | | | 0037 701-01849 856.800 m | 133.03000 113980.10| 150.00000 128520.00| PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 541 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,411.00 ROUTE : GOOSE HEAVEN CALL ORDER : 541 CONTRACT ID : B -27256-A COUNTIES : WAYNE LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1609544 |( 8 ) 35-1618530 |( ) |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 701-99086 38.000 EACH | 126.56000 4809.28| 125.00000 4750.00| PILE TIP, STEEL SHELL | | | 0039 702-51005 146.300 m3 | 458.08000 67017.10| 500.00000 73150.00| CONCRETE, A, SUBSTRUCTURE | | | 0040 703-90976 5002.000 kg | 1.63000 8153.26| 1.90000 9503.80| REINFORCING STEEL, GRADE 60 | | | 0041 703-96177 22198.000 kg | 1.86000 41288.28| 2.15000 47725.70| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0042 704-51002 190.300 m3 | 464.95000 88479.99| 700.00000 133210.00| CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-06344 129.540 m | 170.00000 22021.80| 150.00000 19431.00| RAILING, TS-1 | | | 0044 707-05984 269.960 m | 562.98000 151982.08| 800.00000 215968.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP | 4400.00000 4400.00| 4000.00000 4000.00| SURFACE SEAL | | | 0046 715-05169 53.000 m | 77.87000 4127.11| 150.00000 7950.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-46005 6.000 EACH | 209.00000 1254.00| 500.00000 3000.00| PIPE END SECTION, 375 mm | | | 0048 718-03277 36.800 m | 26.25000 966.00| 50.00000 1840.00| PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0049 801-04308 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06640 8.000 EACH | 200.00000 1600.00| 200.00000 1600.00| CONSTRUCTION SIGN, A | | | 0051 801-07118 24.000 m | 70.00000 1680.00| 65.00000 1560.00| BARRICADE, III-A | | | 0052 801-07119 16.000 m | 70.00000 1120.00| 65.00000 1040.00| BARRICADE, III-B | | | SECTION TOTALS | $ 963,585.90| $ 1,064,768.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 963,585.90| $ 1,064,768.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 296,222.95 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 353,068.50 119.1901% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 363,671.96 122.7697% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 366,610.57 123.7617% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 369,750.70 124.8218% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1381845 |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| 2000.00000 18000.00| 1700.00000 15300.00 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 | 15000.00000 15000.00| 17600.00000 17600.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 157.000 SYS | 20.00000 3140.00| 12.00000 1884.00| 26.50000 4160.50 PAVEMENT REMOVAL | | | 0007 202-02241 300.000 LFT | 4.25000 1275.00| 5.00000 1500.00| 4.60000 1380.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 50000.00000 50000.00| 73542.00000 73542.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-93741 1.000 EACH | 375.00000 375.00| 280.00000 280.00| 450.00000 450.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-95027 1.000 EACH | 950.00000 950.00| 735.00000 735.00| 1000.00000 1000.00 IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 1.400 CYS | 50.00000 70.00| 100.00000 140.00| 50.00000 70.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1381845 |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 211-06467 23.000 CYS | 40.00000 920.00| 46.00000 1058.00| 30.00000 690.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 302-07455 28.000 CYS | 40.00000 1120.00| 50.00000 1400.00| 22.00000 616.00 DENSE GRADED SUBBASE | | | 0014 304-07493 66.800 TON | 90.00000 6012.00| 85.00000 5678.00| 110.00000 7348.00 WIDENING WITH HMA, TYPE B | | | 0015 306-08043 400.000 SYS | 8.00000 3200.00| 11.57000 4628.00| 7.50000 3000.00 MILLING, TRANSITION | | | 0016 406-05521 717.000 SYS | 0.50000 358.50| 0.44000 315.48| 0.45000 322.65 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 2000.00000 8000.00| 2150.00000 8600.00| 2185.00000 8740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-05999 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 52.00000 52.00 CURVED TERMINAL END , RESET | | | 0019 601-06035 181.250 LFT | 15.00000 2718.75| 15.25000 2764.06| 15.50000 2809.38 GUARDRAIL, RESET | | | 0020 601-06233 1.000 EACH | 8450.00000 8450.00| 8800.00000 8800.00| 10000.00000 10000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0021 601-99105 175.000 LFT | 17.50000 3062.50| 19.00000 3325.00| 19.25000 3368.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 601-99123 1.000 EACH | 3200.00000 3200.00| 3400.00000 3400.00| 3450.00000 3450.00 GUARDRAIL TRANSITION, GP | | | 0023 601-99132 4.000 EACH | 63.00000 252.00| 68.00000 272.00| 69.00000 276.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 602-06639 860.000 LFT | 16.00000 13760.00| 19.00000 16340.00| 45.00000 38700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 16.000 EACH | 10.00000 160.00| 10.00000 160.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0026 603-06060 288.000 LFT | 12.50000 3600.00| 14.00000 4032.00| 20.00000 5760.00 FENCE, FARM FIELD, RESET | | | 0027 609-06259 160.000 SYS | 64.00000 10240.00| 72.00000 11520.00| 65.00000 10400.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0028 610-07487 70.000 TON | 110.00000 7700.00| 109.00000 7630.00| 110.00000 7700.00 HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 357.000 SYS | 3.00000 1071.00| 1.90000 678.30| 3.00000 1071.00 GEOTEXTILES | | | 0030 616-06405 109.000 TON | 36.00000 3924.00| 28.64000 3121.76| 30.00000 3270.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1381845 |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-01004 2.000 EACH | 100.00000 200.00| 226.00000 452.00| 230.00000 460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 1004.000 SYS | 1.00000 1004.00| 0.57000 572.28| 0.58000 582.32 MULCHED SEEDING, R | | | 0033 621-06574 182.000 SYS | 5.00000 910.00| 7.60000 1383.20| 8.00000 1456.00 SODDING | | | 0034 702-51863 16.000 EACH | 15.00000 240.00| 30.00000 480.00| 20.00000 320.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 16382.000 LBS | 0.80000 13105.60| 0.97000 15890.54| 0.90000 14743.80 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 38.800 CYS | 750.00000 29100.00| 640.00000 24832.00| 650.00000 25220.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH | 1500.00000 6000.00| 1200.00000 4800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0038 706-51020 2.400 CYS | 500.00000 1200.00| 1500.00000 3600.00| 500.00000 1200.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 2400.00000 2400.00 SURFACE SEAL | | | 0040 710-51870 88.000 SFT | 25.00000 2200.00| 38.00000 3344.00| 50.00000 4400.00 REPOINTING MASONRY IN STRUCTURES | | | 0041 711-02978 14.000 EACH | 260.00000 3640.00| 420.00000 5880.00| 2000.00000 28000.00 REPAIR DETAIL , CONCRETE BEAM | | | 0042 715-05407 120.000 LFT | 5.00000 600.00| 6.00000 720.00| 10.00000 1200.00 PIPE, END BENT DRAIN, 6 IN. | | | 0043 720-04682 4.000 EACH | 200.00000 800.00| 120.00000 480.00| 300.00000 1200.00 INLET, REMOVE | | | 0044 722-51401 90.000 SFT | 30.00000 2700.00| 15.00000 1350.00| 50.00000 4500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 672.000 SYS | 46.50000 31248.00| 50.40000 33868.80| 51.50000 34608.00 BRIDGE DECK OVERLAY | | | 0046 722-51842 672.000 SYS | 8.00000 5376.00| 7.05000 4737.60| 14.50000 9744.00 BRIDGE DECK OVERLAY , REMOVE | | | 0047 722-51846 2.700 CYS | 330.00000 891.00| 330.00000 891.00| 330.00000 891.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0048 722-51852 180.000 SFT | 20.00000 3600.00| 10.00000 1800.00| 10.00000 1800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0049 722-60824 636.000 SYS | 5.00000 3180.00| 4.00000 2544.00| 7.00000 4452.00 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1381845 |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-04308 4.000 EACH | 250.00000 1000.00| 175.00000 700.00| 180.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 21.000 EACH | 85.00000 1785.00| 100.00000 2100.00| 102.00000 2142.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 30.000 EACH | 140.00000 4200.00| 130.00000 3900.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0053 801-06710 30.000 DAY | 12.50000 375.00| 45.00000 1350.00| 14.00000 420.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 8500.00000 8500.00| 18856.00000 18856.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0055 801-07024 1.000 EACH | 3500.00000 3500.00| 9400.00000 9400.00| 9550.00000 9550.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0056 801-07118 72.000 LFT | 7.50000 540.00| 10.00000 720.00| 10.50000 756.00 BARRICADE, III-A | | | 0057 801-07119 48.000 LFT | 4.50000 216.00| 13.00000 624.00| 12.50000 600.00 BARRICADE, III-B | | | 0058 801-08400 320.000 LFT | 15.00000 4800.00| 17.00000 5440.00| 40.00000 12800.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0059 808-06713 754.000 LFT | 0.40000 301.60| 0.62000 467.48| 0.64000 482.56 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 1500.000 LFT | 0.40000 600.00| 0.62000 930.00| 0.64000 960.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 296,222.95| $ 353,068.50| $ 363,671.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 296,222.95| $ 353,068.50| $ 363,671.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( ) |MILESTONE CONTRACTORS, L.P. |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 | 1000.00000 1000.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2500.00000 22500.00| 1850.00000 16650.00| 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 | 18295.00000 18295.00| 18000.00000 18000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 157.000 SYS | 22.37000 3512.09| 15.00000 2355.00| PAVEMENT REMOVAL | | | 0007 202-02241 300.000 LFT | 4.50000 1350.00| 4.25000 1275.00| GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 28250.00000 28250.00| 42000.00000 42000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-93741 1.000 EACH | 275.00000 275.00| 265.00000 265.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-95027 1.000 EACH | 2850.00000 2850.00| 2000.00000 2000.00| IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 1.400 CYS | 400.00000 560.00| 200.00000 280.00| EXCAVATION, COMMON | | | 0012 211-06467 23.000 CYS | 29.81000 685.63| 75.00000 1725.00| AGGREGATE FOR END BENT BACKFILL | | | 0013 302-07455 28.000 CYS | 84.00000 2352.00| 75.00000 2100.00| DENSE GRADED SUBBASE | | | 0014 304-07493 66.800 TON | 200.00000 13360.00| 100.00000 6680.00| WIDENING WITH HMA, TYPE B | | | 0015 306-08043 400.000 SYS | 8.23000 3292.00| 10.00000 4000.00| MILLING, TRANSITION | | | 0016 406-05521 717.000 SYS | 0.05000 35.85| 0.40000 286.80| ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 2100.00000 8400.00| 2000.00000 8000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-05999 1.000 EACH | 50.00000 50.00| 50.00000 50.00| CURVED TERMINAL END , RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( ) |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-06035 181.250 LFT | 14.70000 2664.38| 14.00000 2537.50| GUARDRAIL, RESET | | | 0020 601-06233 1.000 EACH | 8870.00000 8870.00| 8000.00000 8000.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0021 601-99105 175.000 LFT | 17.50000 3062.50| 17.00000 2975.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 601-99123 1.000 EACH | 3200.00000 3200.00| 3150.00000 3150.00| GUARDRAIL TRANSITION, GP | | | 0023 601-99132 4.000 EACH | 63.00000 252.00| 63.00000 252.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 602-06639 860.000 LFT | 14.00000 12040.00| 35.00000 30100.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 16.000 EACH | 8.00000 128.00| 8.00000 128.00| BARRIER DELINEATOR | | | 0026 603-06060 288.000 LFT | 13.00000 3744.00| 12.50000 3600.00| FENCE, FARM FIELD, RESET | | | 0027 609-06259 160.000 SYS | 91.86000 14697.60| 75.00000 12000.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0028 610-07487 70.000 TON | 98.00000 6860.00| 100.00000 7000.00| HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 357.000 SYS | 4.00000 1428.00| 3.00000 1071.00| GEOTEXTILES | | | 0030 616-06405 109.000 TON | 62.06000 6764.54| 30.00000 3270.00| RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH | 210.00000 420.00| 225.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 1004.000 SYS | 0.56000 562.24| 0.55000 552.20| MULCHED SEEDING, R | | | 0033 621-06574 182.000 SYS | 7.00000 1274.00| 7.00000 1274.00| SODDING | | | 0034 702-51863 16.000 EACH | 11.00000 176.00| 20.00000 320.00| FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 16382.000 LBS | 0.94000 15399.08| 1.20000 19658.40| REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 38.800 CYS | 1150.00000 44620.00| 700.00000 27160.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( ) |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 706-05732 4.000 EACH | 2060.00000 8240.00| 1750.00000 7000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0038 706-51020 2.400 CYS | 1380.00000 3312.00| 1500.00000 3600.00| CONCRETE, C, RAILING | | | 0039 709-51821 LUMP | 2200.00000 2200.00| 2100.00000 2100.00| SURFACE SEAL | | | 0040 710-51870 88.000 SFT | 110.00000 9680.00| 100.00000 8800.00| REPOINTING MASONRY IN STRUCTURES | | | 0041 711-02978 14.000 EACH | 925.00000 12950.00| 1000.00000 14000.00| REPAIR DETAIL , CONCRETE BEAM | | | 0042 715-05407 120.000 LFT | 25.00000 3000.00| 15.00000 1800.00| PIPE, END BENT DRAIN, 6 IN. | | | 0043 720-04682 4.000 EACH | 744.02000 2976.08| 2500.00000 10000.00| INLET, REMOVE | | | 0044 722-51401 90.000 SFT | 80.00000 7200.00| 40.00000 3600.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 672.000 SYS | 60.00000 40320.00| 55.00000 36960.00| BRIDGE DECK OVERLAY | | | 0046 722-51842 672.000 SYS | 6.00000 4032.00| 7.00000 4704.00| BRIDGE DECK OVERLAY , REMOVE | | | 0047 722-51846 2.700 CYS | 330.00000 891.00| 330.00000 891.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0048 722-51852 180.000 SFT | 16.00000 2880.00| 5.00000 900.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0049 722-60824 636.000 SYS | 10.00000 6360.00| 7.00000 4452.00| SURFACE MILLING | | | 0050 801-04308 4.000 EACH | 240.00000 960.00| 250.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 21.000 EACH | 100.00000 2100.00| 85.00000 1785.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 30.000 EACH | 150.00000 4500.00| 140.00000 4200.00| CONSTRUCTION SIGN, A | | | 0053 801-06710 30.000 DAY | 30.00000 900.00| 30.00000 900.00| FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 7300.00000 7300.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0055 801-07024 1.000 EACH | 8600.00000 8600.00| 5000.00000 5000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,053.77 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27705-A COUNTIES : HENDRICKS LETTING DATE : 09/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( ) |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-07118 72.000 LFT | 7.40000 532.80| 8.00000 576.00| BARRICADE, III-A | | | 0057 801-07119 48.000 LFT | 4.20000 201.60| 5.00000 240.00| BARRICADE, III-B | | | 0058 801-08400 320.000 LFT | 13.00000 4160.00| 35.00000 11200.00| TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0059 808-06713 754.000 LFT | 0.17000 128.18| 0.20000 150.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 1500.000 LFT | 0.17000 255.00| 0.15000 225.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 366,610.57| $ 369,750.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 366,610.57| $ 369,750.70| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 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 35-1310611 DUNCAN ROBERTSON INC $ 1,171,926.91 100.0000% 2 35-1374866 PRIMCO, INC. $ 1,189,262.71 101.4793% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,281,658.38 109.3633% 4 35-1058755 BAKER & SCHULTZ, INC. $ 1,298,632.85 110.8118% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,513,892.00 129.1797% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,696,834.43 144.7901% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1374866 |( 3 ) 35-1364963 |DUNCAN ROBERTSON INC |PRIMCO, 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 REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1500.00000 18000.00| 1100.00000 13200.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 62500.00000 62500.00| 59466.82000 59466.82| 65750.00000 65750.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| 26175.00000 26175.00| 31500.00000 31500.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 40000.00000 40000.00| 30000.00000 30000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96151 LUMP | 2500.00000 2500.00| 1122.00000 1122.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 202-99187 1400.000 LFT | 1.30000 1820.00| 1.20000 1680.00| 1.30000 1820.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 1414.000 CYS | 8.00000 11312.00| 11.81000 16699.34| 12.00000 16968.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1374866 |( 3 ) 35-1364963 |DUNCAN ROBERTSON INC |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02070 11045.000 CYS | 8.00000 88360.00| 12.76000 140934.20| 10.00000 110450.00 BORROW | | | 0013 203-51223 3061.000 CYS | 8.00000 24488.00| 9.00000 27549.00| 15.00000 45915.00 EXCAVATION, WATERWAY | | | 0014 205-06931 77.000 TON | 25.00000 1925.00| 37.13000 2859.01| 27.50000 2117.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 105.00000 105.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3900.000 LFT | 0.75000 2925.00| 1.50000 5850.00| 1.30000 5070.00 TEMPORARY SILT FENCE | | | 0017 206-51220 170.000 CYS | 100.00000 17000.00| 40.00000 6800.00| 100.00000 17000.00 EXCAVATION, WET | | | 0018 206-51235 LUMP | 500.00000 500.00| 12640.00000 12640.00| 15000.00000 15000.00 COFFERDAM | | | 0019 207-08265 6350.000 SYS | 3.50000 22225.00| 4.56000 28956.00| 3.50000 22225.00 SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-06467 60.000 CYS | 30.00000 1800.00| 61.40000 3684.00| 42.50000 2550.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 343.400 CYS | 30.00000 10302.00| 26.00000 8928.40| 40.00000 13736.00 STRUCTURE BACKFILL | | | 0022 301-07448 630.000 TON | 18.00000 11340.00| 23.53000 14823.90| 19.50000 12285.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 40.000 CYS | 30.00000 1200.00| 46.97000 1878.80| 42.50000 1700.00 DENSE GRADED SUBBASE | | | 0024 401-07325 475.000 TON | 64.00000 30400.00| 60.00000 28500.00| 64.00000 30400.00 QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0025 401-07395 610.000 TON | 55.00000 33550.00| 51.00000 31110.00| 55.00000 33550.00 QC/QA-HMA, 1, 70, INTERMEDIATE, 19.0 mm | | | 0026 401-07406 2200.000 TON | 47.00000 103400.00| 43.00000 94600.00| 47.00000 103400.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 405-05518 1760.000 SYS | 0.11000 193.60| 0.50000 880.00| 0.05000 88.00 ASPHALT FOR PRIME COAT | | | 0028 406-05521 9236.000 SYS | 0.11000 1015.96| 0.10000 923.60| 0.05000 461.80 ASPHALT FOR TACK COAT | | | 0029 601-01128 1.000 EACH | 1300.00000 1300.00| 1200.00000 1200.00| 1250.00000 1250.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 3.000 EACH | 1500.00000 4500.00| 1400.00000 4200.00| 1450.00000 4350.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01621 1.000 EACH | 1850.00000 1850.00| 1700.00000 1700.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1374866 |( 3 ) 35-1364963 |DUNCAN ROBERTSON INC |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-06037 3.000 EACH | 775.00000 2325.00| 700.00000 2100.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 843.750 LFT | 15.00000 12656.25| 14.00000 11812.50| 14.50000 12234.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06729 14.000 EACH | 10.00000 140.00| 8.60000 120.40| 10.00000 140.00 BARRIER DELINEATOR | | | 0035 603-04622 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| 1000.00000 1000.00 FENCE GATE, FARM FIELD, 47 IN. X 32 FT. | | | 0036 603-06040 1334.000 LFT | 4.75000 6336.50| 4.30000 5736.20| 4.40000 5869.60 FENCE, FARM FIELD, 47 IN. | | | 0037 603-97461 1224.000 LFT | 4.50000 5508.00| 4.00000 4896.00| 4.10000 5018.40 TEMPORARY FENCE | | | 0038 609-06257 237.900 SYS | 70.00000 16653.00| 60.00000 14274.00| 60.00000 14274.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0039 610-07487 69.000 TON | 90.00000 6210.00| 82.00000 5658.00| 90.00000 6210.00 HMA FOR APPROACHES, TYPE B | | | 0040 611-06497 1.000 EACH | 150.00000 150.00| 181.75000 181.75| 135.00000 135.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH | 200.00000 200.00| 221.75000 221.75| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 611-08233 1.000 EACH | 200.00000 200.00| 221.75000 221.75| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE, RESET | | | 0043 615-06490 21.000 EACH | 140.00000 2940.00| 130.00000 2730.00| 135.00000 2835.00 RIGHT OF WAY MARKER | | | 0044 615-06505 1.000 EACH | 650.00000 650.00| 550.00000 550.00| 560.00000 560.00 MONUMENT, B | | | 0045 616-02320 2586.000 SYS | 3.00000 7758.00| 2.10000 5430.60| 3.00000 7758.00 GEOTEXTILES | | | 0046 616-05688 47.000 TON | 40.00000 1880.00| 33.52000 1575.44| 50.00000 2350.00 RIPRAP, CLASS 1 | | | 0047 616-06405 2164.000 TON | 22.50000 48690.00| 18.16000 39298.24| 20.00000 43280.00 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH | 500.00000 500.00| 450.00000 450.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 1906.000 SYS | 1.20000 2287.20| 1.10000 2096.60| 1.25000 2382.50 EROSION CONTROL BLANKET | | | 0050 621-06553 251.000 LBS | 1.70000 426.70| 1.55000 389.05| 2.00000 502.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1374866 |( 3 ) 35-1364963 |DUNCAN ROBERTSON INC |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06575 2650.000 SYS | 3.00000 7950.00| 3.69000 9778.50| 3.50000 9275.00 SODDING, NURSERY | | | 0052 622-91786 55.000 EACH | 9.50000 522.50| 8.50000 467.50| 10.00000 550.00 SEEDLING | | | 0054 701-51195 305.000 LFT | 35.00000 10675.00| 30.00000 9150.00| 40.00000 12200.00 PILE, STEEL H, HP 12 X 53 | | | 0055 701-91792 22.000 EACH | 125.00000 2750.00| 85.43000 1879.46| 110.00000 2420.00 PILE TIP, STEEL H | | | 0056 701-95780 300.000 LFT | 42.00000 12600.00| 42.00000 12600.00| 47.50000 14250.00 PILE, STEEL H, HP 12 X 74 | | | 0057 702-51005 109.100 CYS | 400.00000 43640.00| 350.00000 38185.00| 450.00000 49095.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 8.800 CYS | 750.00000 6600.00| 360.00000 3168.00| 500.00000 4400.00 CONCRETE, B, FOOTINGS | | | 0059 703-06029 118274.000 LBS | 0.80000 94619.20| 0.75000 88705.50| 0.80000 94619.20 REINFORCING BARS, EPOXY COATED | | | 0060 704-51002 316.600 CYS | 300.00000 94980.00| 450.00000 142470.00| 450.00000 142470.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 3.000 EACH | 1250.00000 3750.00| 780.00000 2340.00| 1350.00000 4050.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-05733 1.000 EACH | 1250.00000 1250.00| 1200.00000 1200.00| 1450.00000 1450.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0063 706-51020 39.200 CYS | 500.00000 19600.00| 475.00000 18620.00| 425.00000 16660.00 CONCRETE, C, RAILING | | | 0064 707-05984 844.000 LFT | 150.00000 126600.00| 139.03000 117341.32| 164.00000 138416.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0065 709-51821 LUMP | 7000.00000 7000.00| 3420.00000 3420.00| 4750.00000 4750.00 SURFACE SEAL | | | 0066 714-26703 80.000 LFT | 500.00000 40000.00| 430.00000 34400.00| 450.00000 36000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0067 715-05169 216.000 LFT | 30.00000 6480.00| 24.67000 5328.72| 35.00000 7560.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0068 715-05177 80.000 LFT | 65.00000 5200.00| 57.15000 4572.00| 75.00000 6000.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0069 715-05407 110.000 LFT | 8.00000 880.00| 13.46000 1480.60| 4.00000 440.00 PIPE, END BENT DRAIN, 6 IN. | | | 0070 715-46005 5.000 EACH | 300.00000 1500.00| 526.66000 2633.30| 250.00000 1250.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1374866 |( 3 ) 35-1364963 |DUNCAN ROBERTSON INC |PRIMCO, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-46040 4.000 EACH | 1000.00000 4000.00| 1142.01000 4568.04| 650.00000 2600.00 PIPE END SECTION, 36 IN. | | | 0072 720-45235 1.000 EACH | 1200.00000 1200.00| 1010.90000 1010.90| 1200.00000 1200.00 CATCH BASIN, E7 | | | 0073 801-04308 5.000 EACH | 550.00000 2750.00| 491.00000 2455.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06625 15.000 EACH | 110.00000 1650.00| 103.00000 1545.00| 160.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 6.000 EACH | 200.00000 1200.00| 177.00000 1062.00| 200.00000 1200.00 CONSTRUCTION SIGN, A | | | 0076 801-07118 48.000 LFT | 15.00000 720.00| 12.87000 617.76| 20.00000 960.00 BARRICADE, III-A | | | 0077 801-07119 96.000 LFT | 15.00000 1440.00| 14.56000 1397.76| 20.00000 1920.00 BARRICADE, III-B | | | 0078 808-06713 3740.000 LFT | 0.15000 561.00| 0.10000 374.00| 0.30000 1122.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0079 808-06714 3660.000 LFT | 0.15000 549.00| 0.10000 366.00| 0.30000 1098.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0080 621-06545 0.600 TON | 400.00000 240.00| 360.00000 216.00| 400.00000 240.00 FERTILIZER | | | SECTION TOTALS | $ 1,171,926.91| $ 1,189,262.71| $ 1,281,658.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,171,926.91| $ 1,189,262.71| $ 1,281,658.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN 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 | 8500.00000 8500.00| 12000.00000 12000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2665.00000 31980.00| 1600.00000 19200.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 60000.00000 60000.00| 75000.00000 75000.00| 84000.00000 84000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13000.00000 13000.00| 45000.00000 45000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 109155.00000 109155.00| 40000.00000 40000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96151 LUMP | 500.00000 500.00| 6000.00000 6000.00| 5000.00000 5000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 202-99187 1400.000 LFT | 1.70000 2380.00| 1.20000 1680.00| 1.70000 2380.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 1414.000 CYS | 26.00000 36764.00| 13.00000 18382.00| 9.00000 12726.00 EXCAVATION, COMMON | | | 0012 203-02070 11045.000 CYS | 11.10000 122599.50| 12.00000 132540.00| 8.00000 88360.00 BORROW | | | 0013 203-51223 3061.000 CYS | 10.30000 31528.30| 12.00000 36732.00| 10.00000 30610.00 EXCAVATION, WATERWAY | | | 0014 205-06931 77.000 TON | 37.00000 2849.00| 30.00000 2310.00| 10.00000 770.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 105.00000 105.00| 105.00000 105.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3900.000 LFT | 1.30000 5070.00| 1.25000 4875.00| 1.15000 4485.00 TEMPORARY SILT FENCE | | | 0017 206-51220 170.000 CYS | 100.00000 17000.00| 20.00000 3400.00| 130.00000 22100.00 EXCAVATION, WET | | | 0018 206-51235 LUMP | 34000.00000 34000.00| 60000.00000 60000.00| 140000.00000 140000.00 COFFERDAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08265 6350.000 SYS | 4.00000 25400.00| 4.00000 25400.00| 3.35000 21272.50 SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-06467 60.000 CYS | 32.00000 1920.00| 60.00000 3600.00| 70.00000 4200.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 343.400 CYS | 25.10000 8619.34| 25.00000 8585.00| 20.00000 6868.00 STRUCTURE BACKFILL | | | 0022 301-07448 630.000 TON | 20.00000 12600.00| 20.00000 12600.00| 16.00000 10080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 40.000 CYS | 32.00000 1280.00| 65.00000 2600.00| 50.00000 2000.00 DENSE GRADED SUBBASE | | | 0024 401-07325 475.000 TON | 60.00000 28500.00| 62.00000 29450.00| 60.00000 28500.00 QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0025 401-07395 610.000 TON | 51.00000 31110.00| 52.00000 31720.00| 51.00000 31110.00 QC/QA-HMA, 1, 70, INTERMEDIATE, 19.0 mm | | | 0026 401-07406 2200.000 TON | 43.00000 94600.00| 44.00000 96800.00| 43.00000 94600.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 405-05518 1760.000 SYS | 0.50000 880.00| 0.50000 880.00| 0.50000 880.00 ASPHALT FOR PRIME COAT | | | 0028 406-05521 9236.000 SYS | 0.10000 923.60| 0.10000 923.60| 0.10000 923.60 ASPHALT FOR TACK COAT | | | 0029 601-01128 1.000 EACH | 1100.00000 1100.00| 1250.00000 1250.00| 1100.00000 1100.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01522 3.000 EACH | 1725.00000 5175.00| 1450.00000 4350.00| 1725.00000 5175.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01621 1.000 EACH | 1940.00000 1940.00| 1750.00000 1750.00| 1940.00000 1940.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED , MODIFIED | | | 0032 601-06037 3.000 EACH | 765.00000 2295.00| 750.00000 2250.00| 765.00000 2295.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 843.750 LFT | 13.30000 11221.88| 15.00000 12656.25| 13.30000 11221.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06729 14.000 EACH | 10.00000 140.00| 8.00000 112.00| 20.00000 280.00 BARRIER DELINEATOR | | | 0035 603-04622 1.000 EACH | 1750.00000 1750.00| 950.00000 950.00| 1750.00000 1750.00 FENCE GATE, FARM FIELD, 47 IN. X 32 FT. | | | 0036 603-06040 1334.000 LFT | 5.50000 7337.00| 4.50000 6003.00| 5.50000 7337.00 FENCE, FARM FIELD, 47 IN. | | | 0037 603-97461 1224.000 LFT | 4.70000 5752.80| 4.25000 5202.00| 4.70000 5752.80 TEMPORARY FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 609-06257 237.900 SYS | 56.00000 13322.40| 65.00000 15463.50| 60.00000 14274.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0039 610-07487 69.000 TON | 82.00000 5658.00| 84.00000 5796.00| 82.00000 5658.00 HMA FOR APPROACHES, TYPE B | | | 0040 611-06497 1.000 EACH | 170.00000 170.00| 135.00000 135.00| 170.00000 170.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH | 190.00000 190.00| 175.00000 175.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 611-08233 1.000 EACH | 190.00000 190.00| 175.00000 175.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE, RESET | | | 0043 615-06490 21.000 EACH | 110.00000 2310.00| 135.00000 2835.00| 110.00000 2310.00 RIGHT OF WAY MARKER | | | 0044 615-06505 1.000 EACH | 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 MONUMENT, B | | | 0045 616-02320 2586.000 SYS | 2.60000 6723.60| 3.00000 7758.00| 5.00000 12930.00 GEOTEXTILES | | | 0046 616-05688 47.000 TON | 37.00000 1739.00| 35.00000 1645.00| 35.00000 1645.00 RIPRAP, CLASS 1 | | | 0047 616-06405 2164.000 TON | 25.00000 54100.00| 25.00000 54100.00| 25.00000 54100.00 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 1906.000 SYS | 1.32000 2515.92| 1.25000 2382.50| 1.10000 2096.60 EROSION CONTROL BLANKET | | | 0050 621-06553 251.000 LBS | 2.98000 747.98| 1.65000 414.15| 1.55000 389.05 SEED MIXTURE, R | | | 0051 621-06575 2650.000 SYS | 3.05000 8082.50| 3.00000 7950.00| 2.70000 7155.00 SODDING, NURSERY | | | 0052 622-91786 55.000 EACH | 10.25000 563.75| 9.00000 495.00| 8.50000 467.50 SEEDLING | | | 0054 701-51195 305.000 LFT | 29.00000 8845.00| 50.00000 15250.00| 45.00000 13725.00 PILE, STEEL H, HP 12 X 53 | | | 0055 701-91792 22.000 EACH | 100.00000 2200.00| 125.00000 2750.00| 125.00000 2750.00 PILE TIP, STEEL H | | | 0056 701-95780 300.000 LFT | 36.00000 10800.00| 60.00000 18000.00| 60.00000 18000.00 PILE, STEEL H, HP 12 X 74 | | | 0057 702-51005 109.100 CYS | 350.00000 38185.00| 600.00000 65460.00| 950.00000 103645.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 702-51015 8.800 CYS | 350.00000 3080.00| 1000.00000 8800.00| 750.00000 6600.00 CONCRETE, B, FOOTINGS | | | 0059 703-06029 118274.000 LBS | 0.72000 85157.28| 1.00000 118274.00| 0.75000 88705.50 REINFORCING BARS, EPOXY COATED | | | 0060 704-51002 316.600 CYS | 360.00000 113976.00| 550.00000 174130.00| 775.00000 245365.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 3.000 EACH | 900.00000 2700.00| 1600.00000 4800.00| 1100.00000 3300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-05733 1.000 EACH | 900.00000 900.00| 1600.00000 1600.00| 1000.00000 1000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0063 706-51020 39.200 CYS | 370.00000 14504.00| 550.00000 21560.00| 510.00000 19992.00 CONCRETE, C, RAILING | | | 0064 707-05984 844.000 LFT | 160.00000 135040.00| 225.00000 189900.00| 300.00000 253200.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0065 709-51821 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 4700.00000 4700.00 SURFACE SEAL | | | 0066 714-26703 80.000 LFT | 420.00000 33600.00| 600.00000 48000.00| 250.00000 20000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0067 715-05169 216.000 LFT | 38.00000 8208.00| 50.00000 10800.00| 28.00000 6048.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0068 715-05177 80.000 LFT | 78.00000 6240.00| 85.00000 6800.00| 65.00000 5200.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0069 715-05407 110.000 LFT | 10.00000 1100.00| 20.00000 2200.00| 7.00000 770.00 PIPE, END BENT DRAIN, 6 IN. | | | 0070 715-46005 5.000 EACH | 180.00000 900.00| 375.00000 1875.00| 225.00000 1125.00 PIPE END SECTION, 15 IN. | | | 0071 715-46040 4.000 EACH | 840.00000 3360.00| 650.00000 2600.00| 850.00000 3400.00 PIPE END SECTION, 36 IN. | | | 0072 720-45235 1.000 EACH | 1350.00000 1350.00| 2500.00000 2500.00| 1250.00000 1250.00 CATCH BASIN, E7 | | | 0073 801-04308 5.000 EACH | 500.00000 2500.00| 500.00000 2500.00| 300.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06625 15.000 EACH | 105.00000 1575.00| 110.00000 1650.00| 145.00000 2175.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 6.000 EACH | 180.00000 1080.00| 200.00000 1200.00| 150.00000 900.00 CONSTRUCTION SIGN, A | | | 0076 801-07118 48.000 LFT | 13.00000 624.00| 15.00000 720.00| 14.00000 672.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 571 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,730,869.60 ROUTE : CR 1000N CALL ORDER : 571 CONTRACT ID : B -27835-A COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-07119 96.000 LFT | 15.00000 1440.00| 15.00000 1440.00| 14.00000 1344.00 BARRICADE, III-B | | | 0078 808-06713 3740.000 LFT | 0.10000 374.00| 0.15000 561.00| 0.23000 860.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0079 808-06714 3660.000 LFT | 0.10000 366.00| 0.15000 549.00| 0.23000 841.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0080 621-06545 0.600 TON | 570.00000 342.00| 400.00000 240.00| 360.00000 216.00 FERTILIZER | | | SECTION TOTALS | $ 1,298,632.85| $ 1,513,892.00| $ 1,696,834.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,298,632.85| $ 1,513,892.00| $ 1,696,834.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,654,100.70 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,809,656.33 109.4042% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 1,826,278.18 110.4091% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,843,647.90 111.4592% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,979,000.00 119.6421% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 7000.00000 7000.00| 5700.00000 5700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1100.00000 13200.00| 1600.00000 19200.00| 1600.00000 19200.00 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 | 82500.00000 82500.00| 90000.00000 90000.00| 91500.00000 91500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 590.000 LFT | 4.00000 2360.00| 4.00000 2360.00| 4.60000 2714.00 GUARDRAIL, REMOVE | | | 0007 202-02273 150.000 SYS | 15.00000 2250.00| 25.00000 3750.00| 8.00000 1200.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP | 97500.00000 97500.00| 80000.00000 80000.00| 139758.41000 139758.41 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-97079 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 485.00000 970.00 GRAVEL BARREL ARRAY, REMOVE | | | 0010 202-99626 2.000 EACH | 875.00000 1750.00| 850.00000 1700.00| 1120.00000 2240.00 FOUNDATION FOR SIGNING, REMOVE | | | 0011 203-02070 131.000 CYS | 12.00000 1572.00| 32.00000 4192.00| 8.00000 1048.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-90014 5.000 STA | 500.00000 2500.00| 1000.00000 5000.00| 650.00000 3250.00 LINEAR GRADING | | | 0013 206-51230 100.000 CYS | 22.50000 2250.00| 35.00000 3500.00| 70.00000 7000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 40.000 CYS | 40.00000 1600.00| 80.00000 3200.00| 30.00000 1200.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 302-07455 68.000 CYS | 40.00000 2720.00| 70.00000 4760.00| 33.00000 2244.00 DENSE GRADED SUBBASE | | | 0016 304-07494 437.000 TON | 70.00000 30590.00| 65.00000 28405.00| 63.00000 27531.00 WIDENING WITH HMA, TYPE C | | | 0017 406-05521 2206.000 SYS | 0.25000 551.50| 0.15000 330.90| 0.22000 485.32 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH | 1850.00000 7400.00| 1600.00000 6400.00| 1900.00000 7600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 1.000 EACH | 1500.00000 1500.00| 1395.00000 1395.00| 1563.00000 1563.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-05586 1.000 EACH | 2125.00000 2125.00| 1795.00000 1795.00| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0021 601-05999 1.000 EACH | 60.00000 60.00| 95.00000 95.00| 53.00000 53.00 CURVED TERMINAL END | | | 0022 601-06233 2.000 EACH | 7325.00000 14650.00| 6445.00000 12890.00| 7500.00000 15000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0023 601-94689 1.000 EACH | 2250.00000 2250.00| 2395.00000 2395.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 587.500 LFT | 14.00000 8225.00| 23.45000 13776.88| 14.50000 8518.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 601-99123 2.000 EACH | 2700.00000 5400.00| 3490.00000 6980.00| 2800.00000 5600.00 GUARDRAIL TRANSITION, GP | | | 0026 602-06639 1190.000 LFT | 15.00000 17850.00| 25.00000 29750.00| 40.00000 47600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 12.000 EACH | 8.00000 96.00| 7.00000 84.00| 15.00000 180.00 BARRIER DELINEATOR | | | 0028 605-06255 174.000 SYS | 46.00000 8004.00| 60.00000 10440.00| 65.00000 11310.00 CENTER CURB, D, CONCRETE | | | 0029 609-06259 394.000 SYS | 67.50000 26595.00| 65.00000 25610.00| 58.00000 22852.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 610-07488 194.000 TON | 72.50000 14065.00| 63.00000 12222.00| 100.00000 19400.00 HMA FOR APPROACHES, TYPE C | | | 0031 616-02320 368.000 SYS | 3.00000 1104.00| 2.25000 828.00| 2.50000 920.00 GEOTEXTILES | | | 0032 616-06405 132.000 TON | 18.25000 2409.00| 25.00000 3300.00| 31.00000 4092.00 RIPRAP, REVETMENT | | | 0033 616-06455 420.000 SYS | 12.50000 5250.00| 23.00000 9660.00| 10.50000 4410.00 SLOPEWALL , REMOVE | | | 0034 616-51367 696.000 SYS | 39.50000 27492.00| 85.00000 59160.00| 66.00000 45936.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0035 621-01004 2.000 EACH | 250.00000 500.00| 510.00000 1020.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 160.000 SYS | 2.25000 360.00| 2.75000 440.00| 3.00000 480.00 EROSION CONTROL BLANKET | | | 0037 621-06559 800.000 SYS | 1.00000 800.00| 0.62000 496.00| 0.70000 560.00 MULCHED SEEDING, R | | | 0038 701-91792 20.000 EACH | 100.00000 2000.00| 82.27000 1645.40| 110.00000 2200.00 PILE TIP, STEEL H | | | 0039 701-93658 539.100 LFT | 50.00000 26955.00| 50.00000 26955.00| 55.00000 29650.50 PILE, STEEL H, HP 12 X 63 | | | 0040 702-03607 10.000 EACH | 750.00000 7500.00| 890.00000 8900.00| 750.00000 7500.00 CORED HOLE IN CONCRETE | | | 0041 702-51005 332.600 CYS | 400.00000 133040.00| 450.00000 149670.00| 400.00000 133040.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51863 482.000 EACH | 10.00000 4820.00| 10.00000 4820.00| 10.00000 4820.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 30083.000 LBS | 0.75000 22562.25| 0.80000 24066.40| 0.70000 21058.10 REINFORCING STEEL | | | 0044 703-51032 208624.000 LBS | 0.80000 166899.20| 0.80000 166899.20| 0.75000 156468.00 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 1071.000 EACH | 14.00000 14994.00| 18.00000 19278.00| 15.75000 16868.25 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 478.500 CYS | 375.00000 179437.50| 450.00000 215325.00| 400.00000 191400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 47.600 CYS | 425.00000 20230.00| 450.00000 21420.00| 425.00000 20230.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP | 12000.00000 12000.00| 10300.00000 10300.00| 12000.00000 12000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 711-02707 16.000 EACH | 50.00000 800.00| 140.00000 2240.00| 125.00000 2000.00 ANCHOR PLATE | | | 0050 711-51038 LUMP | 450000.00000 450000.00| 495000.00000 495000.00| 472000.00000 472000.00 STRUCTURAL STEEL | | | 0051 713-97149 1.000 EACH | 23000.00000 23000.00| 24000.00000 24000.00| 20000.00000 20000.00 TEMPORARY RAMP | | | 0052 715-05407 228.000 LFT | 4.00000 912.00| 9.00000 2052.00| 8.00000 1824.00 PIPE, END BENT DRAIN, 6 IN. | | | 0053 722-60824 480.000 SYS | 4.50000 2160.00| 12.50000 6000.00| 13.00000 6240.00 SURFACE MILLING | | | 0054 726-92406 24.000 EACH | 1000.00000 24000.00| 950.00000 22800.00| 860.00000 20640.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0055 728-98377 LUMP | 13500.00000 13500.00| 10975.00000 10975.00| 12500.00000 12500.00 MASONRY COATING | | | 0056 801-06203 1725.000 LFT | 0.75000 1293.75| 0.70000 1207.50| 0.75000 1293.75 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 5562.000 LFT | 1.00000 5562.00| 0.85000 4727.70| 0.90000 5005.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 38.000 EACH | 180.00000 6840.00| 175.00000 6650.00| 190.00000 7220.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 60.00000 360.00| 60.00000 360.00| 65.00000 390.00 CONSTRUCTION SIGN, B | | | 0060 801-06710 240.000 DAY | 12.00000 2880.00| 12.00000 2880.00| 13.00000 3120.00 FLASHING ARROW SIGN | | | 0061 801-06775 LUMP | 32500.00000 32500.00| 24000.00000 24000.00| 33000.00000 33000.00 MAINTAINING TRAFFIC | | | 0062 801-07023 1.000 EACH | 3500.00000 3500.00| 3600.00000 3600.00| 7300.00000 7300.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0063 801-07024 4.000 EACH | 4000.00000 16000.00| 3900.00000 15600.00| 7650.00000 30600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0064 801-07118 60.000 LFT | 13.50000 810.00| 11.00000 660.00| 12.00000 720.00 BARRICADE, III-A | | | 0065 801-08400 560.000 LFT | 15.00000 8400.00| 22.00000 12320.00| 40.00000 22400.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0066 801-09133 2.000 EACH | 5750.00000 11500.00| 5500.00000 11000.00| 6000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0067 802-07057 329.000 SFT | 15.00000 4935.00| 13.60000 4474.40| 15.40000 5066.60 SIGN, PANEL, WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-2040801 |( 3 ) 35-1128289 |ERBER & MILLIGAN CONSTR. CO. |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 802-07158 2.000 EACH | 3800.00000 7600.00| 3730.00000 7460.00| 4260.00000 8520.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0069 802-76140 2.000 EACH | 20000.00000 40000.00| 19322.70000 38645.40| 18240.00000 36480.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0070 802-76140 2.000 EACH | 1400.00000 2800.00| 1375.00000 2750.00| 2475.00000 4950.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM , REMOVE | | | 0071 802-76175 29.000 LFT | 130.00000 3770.00| 122.00000 3538.00| 200.00000 5800.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0072 808-01238 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 110.00000 110.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0073 808-06711 300.000 LFT | 0.40000 120.00| 0.35000 105.00| 0.40000 120.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0074 808-06713 1845.000 LFT | 0.40000 738.00| 0.35000 645.75| 0.40000 738.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 1340.000 LFT | 0.40000 536.00| 0.35000 469.00| 0.40000 536.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0076 808-06716 1858.000 LFT | 0.75000 1393.50| 0.60000 1114.80| 0.65000 1207.70 LINE, REMOVE | | | 0077 808-06726 16.000 LFT | 7.00000 112.00| 6.00000 96.00| 6.50000 104.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0078 808-75998 14.000 EACH | 90.00000 1260.00| 105.00000 1470.00| 110.00000 1540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,654,100.70| $ 1,809,656.33| $ 1,826,278.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,654,100.70| $ 1,809,656.33| $ 1,826,278.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( ) |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 8400.00000 8400.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| 1600.00000 19200.00| 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 | 90000.00000 90000.00| 98000.00000 98000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 590.000 LFT | 4.50000 2655.00| 2.15000 1268.50| GUARDRAIL, REMOVE | | | 0007 202-02273 150.000 SYS | 20.00000 3000.00| 22.00000 3300.00| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP | 100000.00000 100000.00| 175000.00000 175000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-97079 2.000 EACH | 1000.00000 2000.00| 1100.00000 2200.00| GRAVEL BARREL ARRAY, REMOVE | | | 0010 202-99626 2.000 EACH | 900.00000 1800.00| 525.00000 1050.00| FOUNDATION FOR SIGNING, REMOVE | | | 0011 203-02070 131.000 CYS | 20.00000 2620.00| 48.00000 6288.00| BORROW | | | 0012 203-90014 5.000 STA | 450.00000 2250.00| 630.00000 3150.00| LINEAR GRADING | | | 0013 206-51230 100.000 CYS | 30.00000 3000.00| 28.00000 2800.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-06467 40.000 CYS | 50.00000 2000.00| 76.00000 3040.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 302-07455 68.000 CYS | 50.00000 3400.00| 75.00000 5100.00| DENSE GRADED SUBBASE | | | 0016 304-07494 437.000 TON | 75.00000 32775.00| 75.00000 32775.00| WIDENING WITH HMA, TYPE C | | | 0017 406-05521 2206.000 SYS | 0.25000 551.50| 0.21000 463.26| ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH | 1850.00000 7400.00| 1680.00000 6720.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( ) |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-01626 1.000 EACH | 1500.00000 1500.00| 1465.00000 1465.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-05586 1.000 EACH | 2050.00000 2050.00| 1885.00000 1885.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0021 601-05999 1.000 EACH | 55.00000 55.00| 100.00000 100.00| CURVED TERMINAL END | | | 0022 601-06233 2.000 EACH | 7100.00000 14200.00| 6780.00000 13560.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0023 601-94689 1.000 EACH | 2200.00000 2200.00| 2515.00000 2515.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 587.500 LFT | 14.00000 8225.00| 24.60000 14452.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 601-99123 2.000 EACH | 2700.00000 5400.00| 3665.00000 7330.00| GUARDRAIL TRANSITION, GP | | | 0026 602-06639 1190.000 LFT | 25.00000 29750.00| 29.20000 34748.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06729 12.000 EACH | 8.00000 96.00| 18.75000 225.00| BARRIER DELINEATOR | | | 0028 605-06255 174.000 SYS | 60.00000 10440.00| 52.00000 9048.00| CENTER CURB, D, CONCRETE | | | 0029 609-06259 394.000 SYS | 60.00000 23640.00| 70.00000 27580.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 610-07488 194.000 TON | 72.00000 13968.00| 97.50000 18915.00| HMA FOR APPROACHES, TYPE C | | | 0031 616-02320 368.000 SYS | 3.00000 1104.00| 5.00000 1840.00| GEOTEXTILES | | | 0032 616-06405 132.000 TON | 22.00000 2904.00| 44.00000 5808.00| RIPRAP, REVETMENT | | | 0033 616-06455 420.000 SYS | 12.00000 5040.00| 12.50000 5250.00| SLOPEWALL , REMOVE | | | 0034 616-51367 696.000 SYS | 55.00000 38280.00| 45.00000 31320.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0035 621-01004 2.000 EACH | 525.00000 1050.00| 945.00000 1890.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 160.000 SYS | 3.00000 480.00| 2.90000 464.00| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( ) |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06559 800.000 SYS | 0.65000 520.00| 0.70000 560.00| MULCHED SEEDING, R | | | 0038 701-91792 20.000 EACH | 100.00000 2000.00| 80.00000 1600.00| PILE TIP, STEEL H | | | 0039 701-93658 539.100 LFT | 75.00000 40432.50| 70.00000 37737.00| PILE, STEEL H, HP 12 X 63 | | | 0040 702-03607 10.000 EACH | 900.00000 9000.00| 1000.00000 10000.00| CORED HOLE IN CONCRETE | | | 0041 702-51005 332.600 CYS | 425.00000 141355.00| 500.00000 166300.00| CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51863 482.000 EACH | 10.00000 4820.00| 9.85000 4747.70| FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 30083.000 LBS | 0.75000 22562.25| 0.75000 22562.25| REINFORCING STEEL | | | 0044 703-51032 208624.000 LBS | 0.85000 177330.40| 0.80000 166899.20| REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 1071.000 EACH | 15.00000 16065.00| 20.64000 22105.44| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 478.500 CYS | 450.00000 215325.00| 500.00000 239250.00| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-51020 47.600 CYS | 450.00000 21420.00| 435.00000 20706.00| CONCRETE, C, RAILING | | | 0048 709-51821 LUMP | 12000.00000 12000.00| 10910.00000 10910.00| SURFACE SEAL | | | 0049 711-02707 16.000 EACH | 150.00000 2400.00| 52.00000 832.00| ANCHOR PLATE | | | 0050 711-51038 LUMP | 500000.00000 500000.00| 500000.00000 500000.00| STRUCTURAL STEEL | | | 0051 713-97149 1.000 EACH | 32000.00000 32000.00| 22000.00000 22000.00| TEMPORARY RAMP | | | 0052 715-05407 228.000 LFT | 12.00000 2736.00| 6.50000 1482.00| PIPE, END BENT DRAIN, 6 IN. | | | 0053 722-60824 480.000 SYS | 12.00000 5760.00| 9.50000 4560.00| SURFACE MILLING | | | 0054 726-92406 24.000 EACH | 1200.00000 28800.00| 1015.00000 24360.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0055 728-98377 LUMP | 12000.00000 12000.00| 12300.00000 12300.00| MASONRY COATING | | | 0056 801-06203 1725.000 LFT | 0.75000 1293.75| 0.75000 1293.75| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( ) |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06207 5562.000 LFT | 0.90000 5005.80| 0.90000 5005.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 38.000 EACH | 200.00000 7600.00| 185.00000 7030.00| CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 60.00000 360.00| 63.00000 378.00| CONSTRUCTION SIGN, B | | | 0060 801-06710 240.000 DAY | 13.00000 3120.00| 12.75000 3060.00| FLASHING ARROW SIGN | | | 0061 801-06775 LUMP | 26000.00000 26000.00| 38264.59000 38264.59| MAINTAINING TRAFFIC | | | 0062 801-07023 1.000 EACH | 4000.00000 4000.00| 3750.00000 3750.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0063 801-07024 4.000 EACH | 4000.00000 16000.00| 4150.00000 16600.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0064 801-07118 60.000 LFT | 12.00000 720.00| 11.75000 705.00| BARRICADE, III-A | | | 0065 801-08400 560.000 LFT | 25.00000 14000.00| 26.00000 14560.00| TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0066 801-09133 2.000 EACH | 6000.00000 12000.00| 5900.00000 11800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0067 802-07057 329.000 SFT | 14.00000 4606.00| 16.60000 5461.40| SIGN, PANEL, WITH LEGEND | | | 0068 802-07158 2.000 EACH | 4000.00000 8000.00| 4500.00000 9000.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0069 802-76140 2.000 EACH | 20000.00000 40000.00| 17500.00000 35000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0070 802-76140 2.000 EACH | 1400.00000 2800.00| 1275.00000 2550.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM , REMOVE | | | 0071 802-76175 29.000 LFT | 125.00000 3625.00| 148.00000 4292.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0072 808-01238 1.000 EACH | 110.00000 110.00| 105.00000 105.00| TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0073 808-06711 300.000 LFT | 0.40000 120.00| 0.37000 111.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 581 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,236,242.27 ROUTE : SR 256 CALL ORDER : 581 CONTRACT ID : B -27839-A COUNTIES : SCOTT LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( ) |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 808-06713 1845.000 LFT | 0.40000 738.00| 0.37000 682.65| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 1340.000 LFT | 0.40000 536.00| 0.37000 495.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0076 808-06716 1858.000 LFT | 0.65000 1207.70| 0.62000 1151.96| LINE, REMOVE | | | 0077 808-06726 16.000 LFT | 6.50000 104.00| 6.20000 99.20| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0078 808-75998 14.000 EACH | 110.00000 1540.00| 110.00000 1540.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,843,647.90| $ 1,979,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,843,647.90| $ 1,979,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,439,441.23 100.0000% ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. 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 | 35000.00000 35000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1000.00000 18000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 122000.00000 122000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 24000.00000 24000.00| | CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 4381.000 m3 | 17.50000 76667.50| | EXCAVATION, COMMON | | | 0010 203-51223 649.000 m3 | 20.00000 12980.00| | EXCAVATION, WATERWAY | | | 0011 205-06933 5.000 EACH | 90.00000 450.00| | TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1000.000 m | 4.50000 4500.00| | TEMPORARY SILT FENCE | | | 0013 207-08265 2202.000 m2 | 8.75000 19267.50| | SUBGRADE TREATMENT, TYPE IIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08268 6271.000 m2 | 12.90000 80895.90| | SUBGRADE TREATMENT, TYPE IV | | | 0015 210-06902 1.000 EACH | 2000.00000 2000.00| | PUMP , BYPASS SANITARY | | | 0016 211-06467 106.000 m3 | 47.50000 5035.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 3442.000 m3 | 37.50000 129075.00| | STRUCTURE BACKFILL | | | 0018 213-08058 684.000 m3 | 100.00000 68400.00| | FLOWABLE BACKFILL | | | 0019 302-07455 27.300 m3 | 48.00000 1310.40| | DENSE GRADED SUBBASE | | | 0020 303-01180 554.000 Mg | 25.00000 13850.00| | COMPACTED AGGREGATE, NO. 53 | | | 0021 303-01180 30.000 Mg | 25.00000 750.00| | COMPACTED AGGREGATE, NO. 53 , PATCHING | | | 0022 303-07449 113.000 Mg | 30.00000 3390.00| | COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07490 61.000 Mg | 80.50000 4910.50| | HMA PATCHING, TYPE B | | | 0024 306-08043 557.000 m2 | 7.50000 4177.50| | MILLING, TRANSITION | | | 0025 401-06264 LUMP | 2300.00000 2300.00| | PROFILOGRAPH, HMA | | | 0026 401-07327 543.000 Mg | 58.50000 31765.50| | QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0027 401-07397 825.000 Mg | 48.50000 40012.50| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0028 401-07412 2970.000 Mg | 44.00000 130680.00| | QC/QA-HMA, 2, 70, BASE, 25.0 mm | | | 0029 404-05511 493.000 m2 | 12.50000 6162.50| | SEAL COAT, 2 | | | 0030 405-05518 493.000 m2 | 0.01000 4.93| | ASPHALT FOR PRIME COAT | | | 0031 406-05521 14739.000 m2 | 0.12000 1768.68| | ASPHALT FOR TACK COAT | | | 0032 601-01128 4.000 EACH | 1050.00000 4200.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01625 1.000 EACH | 1350.00000 1350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-01839 1.000 EACH | 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0035 601-01848 1.000 EACH | 1850.00000 1850.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0036 601-94689 2.000 EACH | 2250.00000 4500.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 184.785 m | 45.00000 8315.33| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 603-06040 48.000 m | 35.00000 1680.00| | FENCE, FARM FIELD, 1190 mm | | | 0039 604-07896 11.300 m2 | 100.00000 1130.00| | CURB RAMP, CONCRETE, B | | | 0040 604-07901 8.900 m2 | 100.00000 890.00| | CURB RAMP, CONCRETE, G | | | 0041 604-07902 74.600 m2 | 100.00000 7460.00| | CURB RAMP, CONCRETE, H | | | 0042 604-91531 1303.000 m2 | 38.00000 49514.00| | SIDEWALK, CONCRETE, 100 mm | | | 0043 605-06140 748.000 m | 45.00000 33660.00| | CURB AND GUTTER, CONCRETE | | | 0044 607-06335 111.500 m | 87.50000 9756.25| | PAVED SIDE DITCH, A | | | 0045 609-06259 185.900 m2 | 77.50000 14407.25| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0046 610-07487 487.000 Mg | 77.50000 37742.50| | HMA FOR APPROACHES, TYPE B | | | 0047 610-07712 601.000 m2 | 50.00000 30050.00| | PCCP FOR APPROACHES, 150 mm | | | 0048 611-06497 5.000 EACH | 200.00000 1000.00| | MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 9.000 EACH | 120.00000 1080.00| | RIGHT OF WAY MARKER | | | 0050 615-06505 9.000 EACH | 500.00000 4500.00| | MONUMENT, B | | | 0051 615-06527 1.000 EACH | 425.00000 425.00| | MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 616-02320 646.000 m2 | 3.25000 2099.50| | GEOTEXTILES | | | 0053 616-05689 4.000 Mg | 50.00000 200.00| | RIPRAP, CLASS 2 | | | 0054 616-06405 336.000 Mg | 27.50000 9240.00| | RIPRAP, REVETMENT | | | 0055 621-01004 3.000 EACH | 500.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-02770 1425.000 m2 | 1.65000 2351.25| | EROSION CONTROL BLANKET | | | 0057 621-04156 400.000 m2 | 1.10000 440.00| | SEEDING, WETLAND EMERGENT | | | 0058 621-04156 12000.000 m2 | 0.45000 5400.00| | SEEDING, WETLAND FORRESTED | | | 0059 621-06545 1.000 Mg | 800.00000 800.00| | FERTILIZER | | | 0060 621-06557 61.000 kg | 15.00000 915.00| | SEED MIXTURE, T | | | 0061 621-06559 3700.000 m2 | 0.50000 1850.00| | MULCHED SEEDING, R | | | 0062 621-06565 15.000 Mg | 380.00000 5700.00| | MULCHING MATERIAL | | | 0063 621-06567 53.000 kL | 2.50000 132.50| | WATER | | | 0064 621-06574 26.000 m2 | 4.00000 104.00| | SODDING | | | 0065 621-06575 2900.000 m2 | 4.00000 11600.00| | SODDING, NURSERY | | | 0066 621-06748 400.000 m2 | 0.52000 208.00| | SEEDING , TEMPORARY, WETLAND, EMERGENT | | | 0067 621-06748 12000.000 m2 | 0.20000 2400.00| | SEEDING , TEMPORARY, WETLAND, FORRESTED | | | 0068 622-52436 13.000 EACH | 25.00000 325.00| | SIGN, DO NOT MOW OR SPRAY | | | 0069 622-91786 1950.000 EACH | 7.00000 13650.00| | SEEDLING | | | 0070 622-98200 13.000 EACH | 25.00000 325.00| | SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 701-01849 411.000 m | 165.00000 67815.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0072 701-06011 1.000 EACH | 4500.00000 4500.00| | DYNAMIC PILE LOAD TEST | | | 0073 701-06012 1.000 EACH | 1500.00000 1500.00| | TEST PILE, RESTRIKE | | | 0074 701-06027 1.000 EACH | 4500.00000 4500.00| | TEST PILE | | | 0075 701-93633 20.000 m | 240.00000 4800.00| | OVERSIZED PREDRILLED PILE HOLES | | | 0076 701-99086 16.000 EACH | 250.00000 4000.00| | PILE TIP, STEEL SHELL | | | 0077 702-51005 19.000 m3 | 550.00000 10450.00| | CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51015 30.700 m3 | 500.00000 15350.00| | CONCRETE, B, FOOTINGS | | | 0079 702-92857 22.000 m3 | 600.00000 13200.00| | CONCRETE, C, SUBSTRUCTURE | | | 0080 703-51030 3174.000 kg | 1.70000 5395.80| | REINFORCING STEEL | | | 0081 703-51032 30425.000 kg | 1.80000 54765.00| | REINFORCING STEEL, EPOXY COATED | | | 0082 704-51002 237.600 m3 | 600.00000 142560.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0083 706-06349 69.000 m | 315.00000 21735.00| | RAILING, TX | | | 0084 706-06372 4.000 EACH | 1950.00000 7800.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0085 707-05996 161.200 m | 1075.00000 173290.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0086 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL | | | 0087 715-05121 3.000 m | 100.00000 300.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0088 715-05149 165.000 m | 225.00000 37125.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 715-05152 537.000 m | 385.93000 207244.41| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0090 715-05407 39.000 m | 15.00000 585.00| | PIPE, END BENT DRAIN, 150 mm | | | 0091 715-05408 5.000 m | 200.00000 1000.00| | PIPE, SANITARY SEWER, 200 mm , | | | REPLACEMENT | | | 0092 715-05422 24.000 m | 75.00000 1800.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0093 715-08305 311.000 Mg | 71.00000 22081.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0094 715-46000 2.000 EACH | 450.00000 900.00| | PIPE END SECTION, 300 mm | | | 0095 715-46010 3.000 EACH | 500.00000 1500.00| | PIPE END SECTION, 450 mm | | | 0096 720-03194 4.000 EACH | 1200.00000 4800.00| | MANHOLE , SANITARY ADJUST TO GRADE | | | 0097 720-03194 1.000 EACH | 5000.00000 5000.00| | MANHOLE , SANITARY AND REMOVAL | | | 0098 720-45045 6.000 EACH | 1600.00000 9600.00| | INLET, J10 | | | 0099 720-45055 4.000 EACH | 1600.00000 6400.00| | INLET, M10 | | | 0100 720-45265 4.000 EACH | 1200.00000 4800.00| | PIPE CATCH BASIN, 375 mm | | | 0101 720-45270 1.000 EACH | 1300.00000 1300.00| | PIPE CATCH BASIN, 450 mm | | | 0102 720-45410 12.000 EACH | 4500.00000 54000.00| | MANHOLE, C4 | | | 0103 720-98174 2.000 EACH | 2000.00000 4000.00| | INLET, B15 | | | 0104 720-98555 3.000 EACH | 2000.00000 6000.00| | INLET, C15 | | | 0105 728-98377 LUMP | 3250.00000 3250.00| | MASONRY COATING | | | 0106 732-01525 1.000 EACH | 650.00000 650.00| | VALVE BOX , ADJUST TO GRADE | | | 0107 732-03064 2.000 EACH | 3000.00000 6000.00| | TAPPING VALVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 732-04837 1.000 EACH | 1200.00000 1200.00| | PLUG , CUT EXISTING WATER MAIN | | | 0109 732-04926 1.000 EACH | 750.00000 750.00| | VALVE , GATE, 150 mm | | | 0110 732-04994 8.000 EACH | 1000.00000 8000.00| | METER , BOX ASSEMBLY | | | 0111 732-08420 206.000 m2 | 130.00000 26780.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0112 732-08421 206.000 m2 | 350.00000 72100.00| | MODULAR BLOCK WALL ERECTION | | | 0113 732-90573 58.000 m | 100.00000 5800.00| | WATER SERVICE LINE, 18.75 mm | | | 0114 732-91738 224.000 m | 280.00000 62720.00| | WATER MAIN, DUCTILE IRON, 150 mm | | | 0115 732-91742 2.000 EACH | 4000.00000 8000.00| | FIRE HYDRANT | | | 0116 732-91742 1.000 EACH | 4500.00000 4500.00| | FIRE HYDRANT AND REMOVAL | | | 0117 801-04308 10.000 EACH | 450.00000 4500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0118 801-06625 14.000 EACH | 180.00000 2520.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0119 801-06640 8.000 EACH | 260.00000 2080.00| | CONSTRUCTION SIGN, A | | | 0120 801-06775 LUMP | 19500.00000 19500.00| | MAINTAINING TRAFFIC | | | 0121 801-07118 66.000 m | 50.00000 3300.00| | BARRICADE, III-A | | | 0122 801-07119 84.000 m | 60.00000 5040.00| | BARRICADE, III-B | | | 0123 802-76025 8.825 m2 | 210.00000 1853.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0124 802-76035 3.533 m2 | 175.00000 618.28| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0125 802-76055 101.700 m | 20.00000 2034.00| | SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 805-06592 325.000 m | 50.00000 16250.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0127 805-06595 766.000 m | 20.00000 15320.00| | CONDUIT, PVC, 50 mm , SCHEDULE 40 | | | 0128 807-02191 6.000 EACH | 600.00000 3600.00| | HANDHOLE, LIGHTING | | | 0129 807-04653 21.000 EACH | 450.00000 9450.00| | LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 1,524 mm x | | | 0130 807-04654 19.000 EACH | 960.00000 18240.00| | LIGHT POLE , ROADWAY ORNAMENTAL, SINGLE | | | HEAD, | | | 0131 807-04654 6.000 EACH | 1250.00000 7500.00| | LIGHT POLE , ROADWAY ORNAMENTAL, TWIN | | | HEAD, 4.14 m | | | 0132 807-04866 31.000 EACH | 650.00000 20150.00| | LUMINAIRE , ROADWAY ORNAMENTAL, METAL | | | HALIDE, 100 | | | 0133 807-04967 1070.000 m | 7.50000 8025.00| | CABLE , POLE CIRCUIT,THWH, NO.4 COPPER, | | | 0134 807-08317 1.000 EACH | 3250.00000 3250.00| | CIRCUIT INSTALLATION, STR. NO. 25, 31 | | | LUMINAIRES | | | 0135 807-86805 2.000 EACH | 2000.00000 4000.00| | SERVICE POINT, I , METERED | | | 0136 807-86805 3.000 EACH | 2000.00000 6000.00| | SERVICE POINT, I , UNMETERED | | | 0137 807-86910 6.000 EACH | 35.00000 210.00| | CONNECTOR KIT, UNFUSED | | | 0138 807-86925 30.000 EACH | 22.50000 675.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0139 808-03631 108.000 m | 10.00000 1080.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0140 808-03632 108.000 m | 10.00000 1080.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0141 808-06703 1461.000 m | 1.10000 1607.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0142 808-75245 1449.000 m | 1.10000 1593.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 591 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,393,087.85 ROUTE : CR 500W CALL ORDER : 591 CONTRACT ID : B -28066-B COUNTIES : MADISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 808-75297 43.500 m | 15.00000 652.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0144 808-75300 174.000 m | 3.50000 609.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | SECTION TOTALS | $ 2,439,441.23| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,439,441.23| $ 1,979,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/28/05 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-64 CALL ORDER : 601 CONTRACT ID : B -28290-B COUNTIES : HARRISON LETTING DATE : 09/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 76,676.00 100.0000% 2 31-1028573 CIVIL CONSTRUCTION, INC. $ 95,092.00 124.0179% ====================================================================================================================================