INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N343008 N343009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,546,563.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,689,405.57 109.2361% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,790,179.79 115.7521% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,852,776.55 119.7996% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1106884 |(3) 35-1582109 |WIRTZ & YATES, INC. |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 12500.00000 12500.00| 12585.06000 12585.06 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 2000.00000 20000.00| 2153.97000 21539.70 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 80000.00000 80000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 568.000 SYS | 7.00000 3976.00| 13.00000 7384.00| 6.14000 3487.52 PAVEMENT, REMOVE | | | 0005 202-02241 951.000 LFT | 4.76000 4526.76| 4.25000 4041.75| 4.25000 4041.75 GUARDRAIL, REMOVE | | | 0006 202-02272 284.000 LFT | 8.00000 2272.00| 6.35000 1803.40| 4.35000 1235.40 PAVED SIDE DITCH, REMOVE | | | 0007 202-05936 LUMP| 15000.00000 15000.00| 8400.00000 8400.00| 7000.00000 7000.00 CROSSOVER, REMOVE | | | 0008 202-51133 104.000 LFT | 30.00000 3120.00| 4.25000 442.00| 3.69000 383.76 RAILING, REMOVE | | | 0009 202-51328 LUMP| 12000.00000 12000.00| 11000.00000 11000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0010 202-51328 LUMP| 80000.00000 80000.00| 122000.00000 122000.00| 190000.00000 190000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-60820 1030.000 SYS | 4.00000 4120.00| 4.35000 4480.50| 8.41000 8662.30 SURFACE MILLING, ASPHALT | | | 0012 202-60822 2465.000 SYS | 4.00000 9860.00| 4.35000 10722.75| 7.03000 17328.95 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1106884 |(3) 35-1582109 |WIRTZ & YATES, INC. |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-95027 1.000 EACH| 600.00000 600.00| 425.00000 425.00| 425.00000 425.00 IMPACT ATTENUATOR, REMOVE | | | 0014 203-02000 195.700 CYS | 9.00000 1761.30| 40.00000 7828.00| 30.00000 5871.00 EXCAVATION, COMMON | | | 0015 206-51220 170.800 CYS | 100.00000 17080.00| 34.00000 5807.20| 22.35000 3817.38 EXCAVATION, WET | | | 0016 206-51230 28.200 CYS | 25.00000 705.00| 34.00000 958.80| 14.29000 402.98 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 68.200 CYS | 20.00000 1364.00| 27.00000 1841.40| 29.81000 2033.04 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 40.000 CYS | 130.00000 5200.00| 88.00000 3520.00| 154.95000 6198.00 FLOWABLE MORTAR | | | 0019 303-52308 576.800 TON | 15.00000 8652.00| 23.50000 13554.80| 15.54000 8963.47 COMPACTED AGGREGATE, O, 53 | | | 0020 404-05511 1037.000 SYS | 3.92000 4065.04| 3.50000 3629.50| 3.50000 3629.50 SEAL COAT, 2 | | | 0021 406-05521 3067.000 SYS | 0.56000 1717.52| 0.50000 1533.50| 0.50000 1533.50 ASPHALT FOR TACK COAT | | | 0022 601-01522 7.000 EACH| 1344.00000 9408.00| 1200.00000 8400.00| 1200.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01625 1.000 EACH| 1800.00000 1800.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-06037 1.000 EACH| 672.00000 672.00| 600.00000 600.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0026 601-07023 3.000 EACH| 5060.00000 15180.00| 4000.00000 12000.00| 4600.00000 13800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0027 601-94689 2.000 EACH| 2350.00000 4700.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-94690 1.000 EACH| 3472.00000 3472.00| 3100.00000 3100.00| 3100.00000 3100.00 GUARDRAIL END TREATMENT, MS | | | 0029 601-97774 1.000 EACH| 1120.00000 1120.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-97803 1.000 EACH| 2240.00000 2240.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 281.250 LFT | 13.44000 3780.00| 12.00000 3375.00| 12.00000 3375.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99108 250.000 LFT | 17.92000 4480.00| 16.00000 4000.00| 16.00000 4000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1106884 |(3) 35-1582109 |WIRTZ & YATES, INC. |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 602-06639 2450.000 LFT | 16.00000 39200.00| 13.70000 33565.00| 21.76000 53312.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06729 54.000 EACH| 10.00000 540.00| 4.95000 267.30| 4.95000 267.30 BARRIER DELINEATOR | | | 0035 610-05527 2414.300 TON | 51.00000 123129.30| 42.50000 102607.75| 38.00000 91743.40 HMA FOR APPROACHES | | | 0036 610-06259 685.000 SYS | 48.00000 32880.00| 46.00000 31510.00| 46.39000 31777.15 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0037 616-02320 2745.000 SYS | 4.00000 10980.00| 2.50000 6862.50| 1.52000 4172.40 GEOTEXTILES | | | 0038 616-06405 2622.800 TON | 20.00000 52456.00| 21.00000 55078.80| 22.00000 57701.60 RIPRAP, REVETMENT | | | 0039 701-03696 1000.000 LFT | 30.00000 30000.00| 48.00000 48000.00| 45.00000 45000.00 PILE, STEEL SHELL, CONCRETE ENCASED, | | | 0.344 IN., 14 IN. | | | 0040 702-51005 129.800 CYS | 400.00000 51920.00| 620.00000 80476.00| 557.71000 72390.76 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 34.600 CYS | 325.00000 11245.00| 3550.00000 122830.00| 267.48000 9254.81 CONCRETE, B, FOOTINGS | | | 0042 702-51110 3474.000 LBS | 3.00000 10422.00| 2.30000 7990.20| 7.25000 25186.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 442.000 EACH| 7.00000 3094.00| 8.50000 3757.00| 5.07000 2240.94 FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-01540 78.000 EACH| 6.00000 468.00| 12.20000 951.60| 12.54000 978.12 THREADED TIE BAR ASSEMBLY | | | 0045 703-03622 1724.000 EACH| 7.00000 12068.00| 12.40000 21377.60| 13.58000 23411.92 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0046 703-51030 31792.000 LBS | 0.66000 20982.72| 0.61000 19393.12| 0.71000 22572.32 REINFORCING STEEL | | | 0047 703-51032 194979.000 LBS | 0.75000 146234.25| 0.68000 132585.72| 0.77000 150133.83 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 573.100 CYS | 400.00000 229240.00| 372.40000 213422.44| 405.47000 232374.86 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 9.000 EACH| 1300.00000 11700.00| 1150.00000 10350.00| 1557.21000 14014.89 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 100.900 CYS | 350.00000 35315.00| 320.00000 32288.00| 368.65000 37196.79 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 1000.00000 1000.00| 650.00000 650.00| 650.00000 650.00 SURFACE SEAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1106884 |(3) 35-1582109 |WIRTZ & YATES, INC. |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 12000.00000 12000.00| 9240.00000 9240.00| 9240.00000 9240.00 SURFACE SEAL , STR NO 2 | | | 0053 711-51038 LUMP| 125000.00000 125000.00| 86000.00000 86000.00| 118982.02000 118982.02 STRUCTURAL STEEL , STR NO 2 | | | 0054 711-51864 72.000 EACH| 30.00000 2160.00| 20.00000 1440.00| 30.00000 2160.00 DRILLED HOLE | | | 0055 711-51877 LUMP| 15000.00000 15000.00| 9950.00000 9950.00| 25442.19000 25442.19 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0056 711-96800 5040.000 EACH| 2.00000 10080.00| 2.45000 12348.00| 3.25000 16380.00 STUD SHEAR CONNECTOR | | | 0057 715-91361 31.100 LFT | 10.00000 311.00| 12.70000 394.97| 65.47000 2036.12 PIPE, PVC, 6 IN. | | | 0058 720-44000 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 176.28000 352.56 CASTING, ADJUST TO GRADE | | | 0059 722-51401 200.000 SFT | 20.00000 4000.00| 21.20000 4240.00| 42.05000 8410.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0060 722-51842 2466.000 SYS | 30.00000 73980.00| 45.35000 111833.10| 47.92000 118170.72 BRIDGE DECK OVERLAY | | | 0061 722-51846 22.000 CYS | 330.00000 7260.00| 330.00000 7260.00| 330.00000 7260.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0062 722-51852 2219.000 SFT | 7.00000 15533.00| 11.70000 25962.30| 14.21000 31531.99 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0063 724-03276 214.000 LFT | 100.00000 21400.00| 52.55000 11245.70| 68.82000 14727.48 EXPANSION JOINT SEALING SYSTEM | | | 0064 724-51925 97.000 LFT | 110.00000 10670.00| 120.00000 11640.00| 228.97000 22210.09 STRUCTURAL EXPANSION JOINT, SS | | | 0065 726-99095 16.000 EACH| 800.00000 12800.00| 420.00000 6720.00| 808.62000 12937.92 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0066 801-01093 4.000 EACH| 500.00000 2000.00| 450.00000 1800.00| 450.00000 1800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-04308 4.000 EACH| 250.00000 1000.00| 155.00000 620.00| 155.00000 620.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 3097.000 LFT | 0.25000 774.25| 0.18000 557.46| 0.18000 557.46 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 15330.000 LFT | 0.92000 14103.60| 0.75000 11497.50| 0.75000 11497.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06469 80.000 LFT | 2.00000 160.00| 1.50000 120.00| 1.50000 120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1106884 |(3) 35-1582109 |WIRTZ & YATES, INC. |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06606 21.000 EACH| 200.00000 4200.00| 95.00000 1995.00| 95.00000 1995.00 BARRICADE, IIIB | | | 0072 801-06625 4.000 EACH| 0.60000 2.40| 60.00000 240.00| 60.00000 240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 47.000 EACH| 100.00000 4700.00| 85.00000 3995.00| 85.00000 3995.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH| 40.00000 80.00| 25.00000 50.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0075 801-06710 540.000 DAY | 15.00000 8100.00| 12.00000 6480.00| 12.00000 6480.00 FLASHING ARROW SIGN | | | 0076 801-06775 LUMP| 7000.00000 7000.00| 4825.00000 4825.00| 3500.00000 3500.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0077 801-06775 LUMP| 7000.00000 7000.00| 6150.00000 6150.00| 3500.00000 3500.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0078 808-06711 1452.000 LFT | 0.45000 653.40| 0.18000 261.36| 0.18000 261.36 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0079 808-06713 3731.000 LFT | 0.45000 1678.95| 0.18000 671.58| 0.18000 671.58 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0080 808-06714 3819.000 LFT | 0.45000 1718.55| 0.18000 687.42| 0.18000 687.42 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0081 808-06716 6723.000 LFT | 0.52000 3495.96| 0.45000 3025.35| 0.45000 3025.35 LINE, REMOVE | | | 0082 808-75996 28.000 EACH| 12.00000 336.00| 12.90000 361.20| 16.00000 448.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 28.000 EACH| 100.00000 2800.00| 60.00000 1680.00| 60.00000 1680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 202-01000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 824.61000 824.61 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0085 601-06246 1.000 EACH| 40000.00000 40000.00| 39000.00000 39000.00| 37300.00000 37300.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0086 715-05407 28.000 LFT | 15.00000 420.00| 18.00000 504.00| 17.59000 492.52 PIPE, END BENT DRAIN, 6 IN. | | | SECTION TOTALS | $ 1,546,563.00| $ 1,689,405.57| $ 1,790,179.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,546,563.00| $ 1,689,405.57| $ 1,790,179.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 92000.00000 92000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 568.000 SYS | 20.00000 11360.00| | PAVEMENT, REMOVE | | | 0005 202-02241 951.000 LFT | 4.25000 4041.75| | GUARDRAIL, REMOVE | | | 0006 202-02272 284.000 LFT | 10.00000 2840.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-05936 LUMP| 12000.00000 12000.00| | CROSSOVER, REMOVE | | | 0008 202-51133 104.000 LFT | 15.00000 1560.00| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 75000.00000 75000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0010 202-51328 LUMP| 139937.32000 139937.32| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-60820 1030.000 SYS | 9.00000 9270.00| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 2465.000 SYS | 3.00000 7395.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-95027 1.000 EACH| 425.00000 425.00| | IMPACT ATTENUATOR, REMOVE | | | 0014 203-02000 195.700 CYS | 32.00000 6262.40| | EXCAVATION, COMMON | | | 0015 206-51220 170.800 CYS | 150.00000 25620.00| | EXCAVATION, WET | | | 0016 206-51230 28.200 CYS | 50.00000 1410.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02060 68.200 CYS | 45.00000 3069.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 40.000 CYS | 90.00000 3600.00| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 576.800 TON | 28.00000 16150.40| | COMPACTED AGGREGATE, O, 53 | | | 0020 404-05511 1037.000 SYS | 6.40000 6636.80| | SEAL COAT, 2 | | | 0021 406-05521 3067.000 SYS | 1.00000 3067.00| | ASPHALT FOR TACK COAT | | | 0022 601-01522 7.000 EACH| 1200.00000 8400.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01625 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-06037 1.000 EACH| 600.00000 600.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-07023 3.000 EACH| 4600.00000 13800.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0027 601-94689 2.000 EACH| 2100.00000 4200.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-94690 1.000 EACH| 3100.00000 3100.00| | GUARDRAIL END TREATMENT, MS | | | 0029 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-97803 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 281.250 LFT | 12.00000 3375.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99108 250.000 LFT | 16.00000 4000.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0033 602-06639 2450.000 LFT | 15.00000 36750.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06729 54.000 EACH| 8.00000 432.00| | BARRIER DELINEATOR | | | 0035 610-05527 2414.300 TON | 49.60000 119749.28| | HMA FOR APPROACHES | | | 0036 610-06259 685.000 SYS | 40.00000 27400.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0037 616-02320 2745.000 SYS | 2.00000 5490.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 2622.800 TON | 23.00000 60324.40| | RIPRAP, REVETMENT | | | 0039 701-03696 1000.000 LFT | 30.00000 30000.00| | PILE, STEEL SHELL, CONCRETE ENCASED, | | | 0.344 IN., 14 IN. | | | 0040 702-51005 129.800 CYS | 550.00000 71390.00| | CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 34.600 CYS | 600.00000 20760.00| | CONCRETE, B, FOOTINGS | | | 0042 702-51110 3474.000 LBS | 2.50000 8685.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 442.000 EACH| 8.00000 3536.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-01540 78.000 EACH| 9.00000 702.00| | THREADED TIE BAR ASSEMBLY | | | 0045 703-03622 1724.000 EACH| 9.00000 15516.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0046 703-51030 31792.000 LBS | 0.70000 22254.40| | REINFORCING STEEL | | | 0047 703-51032 194979.000 LBS | 0.55000 107238.45| | REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 573.100 CYS | 550.00000 315205.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 9.000 EACH| 1100.00000 9900.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 100.900 CYS | 260.00000 26234.00| | CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 700.00000 700.00| | SURFACE SEAL , STR NO 1 | | | 0052 709-51821 LUMP| 9250.00000 9250.00| | SURFACE SEAL , STR NO 2 | | | 0053 711-51038 LUMP| 165000.00000 165000.00| | STRUCTURAL STEEL , STR NO 2 | | | 0054 711-51864 72.000 EACH| 23.00000 1656.00| | DRILLED HOLE | | | 0055 711-51877 LUMP| 15000.00000 15000.00| | JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0056 711-96800 5040.000 EACH| 2.00000 10080.00| | STUD SHEAR CONNECTOR | | | 0057 715-91361 31.100 LFT | 40.00000 1244.00| | PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 720-44000 2.000 EACH| 200.00000 400.00| | CASTING, ADJUST TO GRADE | | | 0059 722-51401 200.000 SFT | 50.00000 10000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0060 722-51842 2466.000 SYS | 42.00000 103572.00| | BRIDGE DECK OVERLAY | | | 0061 722-51846 22.000 CYS | 330.00000 7260.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0062 722-51852 2219.000 SFT | 16.00000 35504.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0063 724-03276 214.000 LFT | 80.00000 17120.00| | EXPANSION JOINT SEALING SYSTEM | | | 0064 724-51925 97.000 LFT | 85.00000 8245.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0065 726-99095 16.000 EACH| 570.00000 9120.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0066 801-01093 4.000 EACH| 395.00000 1580.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-04308 4.000 EACH| 139.00000 556.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 3097.000 LFT | 0.20000 619.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 15330.000 LFT | 0.82000 12570.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06469 80.000 LFT | 1.64000 131.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0071 801-06606 21.000 EACH| 98.00000 2058.00| | BARRICADE, IIIB | | | 0072 801-06625 4.000 EACH| 49.00000 196.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 47.000 EACH| 64.00000 3008.00| | CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH| 23.00000 46.00| | CONSTRUCTION SIGN, B | | | 0075 801-06710 540.000 DAY | 11.00000 5940.00| | FLASHING ARROW SIGN | | | 0076 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 331 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,976,606.88 ROUTE : NSR 249 CALL ORDER : 331 CONTRACT ID : B -25418-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC , STR NO 2 | | | 0078 808-06711 1452.000 LFT | 0.40000 580.80| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0079 808-06713 3731.000 LFT | 0.40000 1492.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0080 808-06714 3819.000 LFT | 0.40000 1527.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0081 808-06716 6723.000 LFT | 0.45000 3025.35| | LINE, REMOVE | | | 0082 808-75996 28.000 EACH| 6.00000 168.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 28.000 EACH| 35.00000 980.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 202-01000 LUMP| 2000.00000 2000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0085 601-06246 1.000 EACH| 37300.00000 37300.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0086 715-05407 28.000 LFT | 20.00000 560.00| | PIPE, END BENT DRAIN, 6 IN. | | | SECTION TOTALS | $ 1,852,776.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,852,776.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 165 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0301004 0301004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,292,345.33 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,359,378.06 105.1869% 3 35-1134435 FOERTSCH CONSTRUCTION $ 1,359,460.82 105.1933% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,604,616.34 124.1631% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,673,000.00 129.4545% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,782,246.24 137.9078% 7 35-0626844 RUDOLPH, J.H. & CO $ 1,966,692.07 152.1800% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1385672 |(3) 35-1134435 |DEIG BROTHERS LUMBER & CONST|FORCE CONSTRUCTION CO. INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND WETLAND MITIGATION | | | 0001 105-06845 LUMP| 22000.00000 22000.00| 18780.00000 18780.00| 27500.00000 27500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1985.00000 17865.00| 1450.00000 13050.00| 1400.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 64500.00000 64500.00| 66146.00000 66146.00| 62500.00000 62500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21000.00000 21000.00| 20667.00000 20667.00| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 3.000 EACH| 425.00000 1275.00| 330.00000 990.00| 250.00000 750.00 HEADWALL, REMOVE | | | 0006 202-02272 25.000 m | 17.00000 425.00| 26.00000 650.00| 15.00000 375.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51330 LUMP| 19580.00000 19580.00| 76898.00000 76898.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 992.000 m2 | 3.60000 3571.20| 4.20000 4166.40| 3.25000 3224.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 5004.000 m3 | 8.45000 42283.80| 8.50000 42534.00| 14.50000 72558.00 EXCAVATION, COMMON | | | 0010 203-02070 5337.000 m3 | 10.35000 55237.95| 11.90000 63510.30| 4.25000 22682.25 BORROW | | | 0011 203-51223 3500.000 m3 | 9.20000 32200.00| 8.90000 31150.00| 7.25000 25375.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1385672 |(3) 35-1134435 |DEIG BROTHERS LUMBER & CONST|FORCE CONSTRUCTION CO. INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02224 258.000 m | 5.70000 1470.60| 5.35000 1380.30| 6.88000 1775.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 83.000 m | 11.30000 937.90| 10.65000 883.95| 27.30000 2265.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-06937 55.000 m | 5.70000 313.50| 5.35000 294.25| 6.88000 378.40 TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 9.20000 1104.00| 29.45000 3534.00| 35.00000 4200.00 EXCAVATION, WET | | | 0016 206-51230 129.000 m3 | 16.00000 2064.00| 25.50000 3289.50| 55.00000 7095.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-07502 1480.000 m2 | 5.70000 8436.00| 15.41000 22806.80| 3.50000 5180.00 SUBGRADE TREATMENT, TYPE D | | | 0018 211-06467 37.400 m3 | 32.40000 1211.76| 85.04000 3180.50| 30.00000 1122.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 2.000 m3 | 41.00000 82.00| 98.00000 196.00| 50.00000 100.00 STRUCTURE BACKFILL | | | 0020 212-06281 1861.000 m3 | 4.40000 8188.40| 8.46000 15744.06| 2.00000 3722.00 STOCKPILED SELECTED MATERIAL | | | 0021 212-06282 1675.000 m3 | 4.70000 7872.50| 16.11000 26984.25| 1.75000 2931.25 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0022 303-60900 92.000 Mg | 22.80000 2097.60| 30.04000 2763.68| 22.00000 2024.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0023 402-05468 710.000 Mg | 38.85000 27583.50| 32.75000 23252.50| 34.40000 24424.00 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 1900.000 Mg | 38.85000 73815.00| 34.55000 65645.00| 36.28000 68932.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 481.000 Mg | 51.20000 24627.20| 37.50000 18037.50| 39.38000 18941.78 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05521 12070.000 m2 | 0.10000 1207.00| 0.25000 3017.50| 0.26000 3138.20 ASPHALT FOR TACK COAT | | | 0027 502-06329 88.000 m2 | 67.00000 5896.00| 80.00000 7040.00| 90.00000 7920.00 PCCP, 300 mm | | | 0028 503-05310 14.400 m | 90.00000 1296.00| 1000.00000 14400.00| 375.00000 5400.00 TERMINAL JOINT | | | 0029 601-01522 4.000 EACH| 1295.00000 5180.00| 1200.00000 4800.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-07023 1.000 EACH| 7525.00000 7525.00| 3100.00000 3100.00| 3255.00000 3255.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-94689 4.000 EACH| 2095.00000 8380.00| 2295.00000 9180.00| 2409.75000 9639.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1385672 |(3) 35-1134435 |DEIG BROTHERS LUMBER & CONST|FORCE CONSTRUCTION CO. INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-99105 739.140 m | 30.60000 22617.68| 31.60000 23356.82| 33.18000 24524.67 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 250.000 m | 134.00000 33500.00| 41.00000 10250.00| 60.00000 15000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 18.300 m | 116.00000 2122.80| 120.00000 2196.00| 55.00000 1006.50 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 16.000 EACH| 18.00000 288.00| 15.00000 240.00| 15.00000 240.00 BARRIER DELINEATOR | | | 0036 610-06259 128.000 m2 | 71.00000 9088.00| 74.83000 9578.24| 78.00000 9984.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 615-06490 13.000 EACH| 114.00000 1482.00| 95.00000 1235.00| 99.75000 1296.75 RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 460.00000 2300.00| 495.00000 2475.00| 519.75000 2598.75 MONUMENT, A | | | 0039 615-06510 2.000 EACH| 470.00000 940.00| 395.00000 790.00| 414.75000 829.50 MONUMENT, C | | | 0040 616-02320 2340.000 m2 | 2.30000 5382.00| 1.79000 4188.60| 2.00000 4680.00 GEOTEXTILES | | | 0041 616-05688 2240.000 Mg | 23.70000 53088.00| 16.73000 37475.20| 22.05000 49392.00 RIPRAP, CLASS 1 | | | 0042 616-06405 61.000 Mg | 23.40000 1427.40| 26.60000 1622.60| 30.00000 1830.00 RIPRAP, REVETMENT | | | 0043 619-04414 6.000 EACH| 122.00000 732.00| 118.00000 708.00| 75.00000 450.00 DRAIN EXTENSION | | | 0044 621-01004 3.000 EACH| 690.00000 2070.00| 660.00000 1980.00| 850.00000 2550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 7680.000 m2 | 1.85000 14208.00| 1.75000 13440.00| 1.95000 14976.00 EROSION CONTROL BLANKET | | | 0046 621-04258 57.840 kg | 5.40000 312.34| 5.10000 294.98| 4.00000 231.36 SEED MIXTURE , ANNUAL RYEGRASS | | | 0047 621-04258 0.810 kg | 91.00000 73.71| 85.90000 69.58| 46.75000 37.87 SEED MIXTURE , RED CLOVER | | | 0048 621-04258 3.490 kg | 282.00000 984.18| 265.00000 924.85| 210.00000 732.90 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0049 621-04258 1.290 kg | 77.00000 99.33| 72.50000 93.53| 75.00000 96.75 SEED MIXTURE , SWITCH GRASS | | | 0050 621-06545 1.900 Mg | 640.00000 1216.00| 595.00000 1130.50| 615.00000 1168.50 FERTILIZER | | | 0051 621-06548 9.000 kg | 61.00000 549.00| 58.00000 522.00| 65.00000 585.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1385672 |(3) 35-1134435 |DEIG BROTHERS LUMBER & CONST|FORCE CONSTRUCTION CO. INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06553 313.000 kg | 7.30000 2284.90| 6.90000 2159.70| 3.25000 1017.25 SEED MIXTURE, R | | | 0053 621-06565 11.370 Mg | 470.00000 5343.90| 440.00000 5002.80| 495.00000 5628.15 MULCHING MATERIAL | | | 0054 621-06567 13.000 kL | 1.00000 13.00| 1.00000 13.00| 1.50000 19.50 WATER | | | 0055 621-06574 687.000 m2 | 3.80000 2610.60| 3.65000 2507.55| 5.00000 3435.00 SODDING | | | 0056 622-52436 4.000 EACH| 32.00000 128.00| 29.00000 116.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 1140.000 EACH| 8.85000 10089.00| 8.35000 9519.00| 9.50000 10830.00 SEEDLING | | | 0058 701-51195 586.800 m | 117.00000 68655.60| 80.57000 47278.48| 95.00000 55746.00 PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 36.000 EACH| 121.00000 4356.00| 138.00000 4968.00| 105.00000 3780.00 PILE TIP, STEEL H | | | 0060 702-51005 136.200 m3 | 527.00000 71777.40| 740.00000 100788.00| 625.00000 85125.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51110 876.600 kg | 3.90000 3418.74| 5.16000 4523.26| 6.00000 5259.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0062 703-51030 12320.000 kg | 1.47000 18110.40| 1.54000 18972.80| 1.35000 16632.00 REINFORCING STEEL | | | 0063 703-51032 63662.000 kg | 1.62000 103132.44| 1.46000 92946.52| 1.45000 92309.90 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 1312.000 EACH| 12.85000 16859.20| 11.45000 15022.40| 20.50000 26896.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 226.300 m3 | 534.00000 120844.20| 655.00000 148226.50| 675.00000 152752.50 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1120.00000 4480.00| 1050.00000 4200.00| 1150.00000 4600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 38.800 m3 | 388.00000 15054.40| 361.00000 14006.80| 420.00000 16296.00 CONCRETE, C, RAILING | | | 0068 707-05985 326.000 m | 368.00000 119968.00| 407.00000 132682.00| 460.00000 149960.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0069 709-51821 LUMP| 5840.00000 5840.00| 5510.00000 5510.00| 5775.00000 5775.00 SURFACE SEAL | | | 0070 715-02628 2.000 EACH| 435.00000 870.00| 581.00000 1162.00| 600.00000 1200.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0071 715-05169 12.000 m | 91.00000 1092.00| 180.00000 2160.00| 70.00000 840.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1385672 |(3) 35-1134435 |DEIG BROTHERS LUMBER & CONST|FORCE CONSTRUCTION CO. INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05407 42.000 m | 7.00000 294.00| 23.00000 966.00| 35.00000 1470.00 PIPE, END BENT DRAIN, 150 mm | | | 0073 715-07590 2.500 m | 1682.00000 4205.00| 1976.43000 4941.08| 880.00000 2200.00 CULVERT EXTENSION, CAST IN PLACE, 900 | | | mm X 900 mm | | | 0074 715-07590 10.000 m | 1882.00000 18820.00| 1756.00000 17560.00| 925.00000 9250.00 CULVERT EXTENSION, CAST IN PLACE, 1525 | | | mm X 1270 mm | | | 0075 801-06203 248.000 m | 1.50000 372.00| 0.92000 228.16| 0.97000 240.56 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06207 976.000 m | 3.30000 3220.80| 2.95000 2879.20| 3.10000 3025.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06640 20.000 EACH| 80.00000 1600.00| 150.00000 3000.00| 157.50000 3150.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH| 55.00000 110.00| 40.00000 80.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 28000.00000 28000.00| 16250.00000 16250.00| 42500.00000 42500.00 MAINTAINING TRAFFIC | | | 0080 801-53072 LUMP| 33295.00000 33295.00| 16000.00000 16000.00| 15750.00000 15750.00 TEMPORARY TRAFFIC SIGNAL | | | 0081 802-96248 19.200 m | 47.00000 902.40| 43.28000 830.98| 45.44000 872.45 POST, WOOD, 100 mm X 100 mm | | | 0082 808-06713 1341.000 m | 1.00000 1341.00| 0.92000 1233.72| 0.97000 1300.77 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 1341.000 m | 1.00000 1341.00| 0.92000 1233.72| 0.97000 1300.77 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 884.000 m | 2.50000 2210.00| 2.00000 1768.00| 2.10000 1856.40 LINE, REMOVE | | | SECTION TOTALS | $ 1,292,345.33| $ 1,359,378.06| $ 1,359,460.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,292,345.33| $ 1,359,378.06| $ 1,359,460.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |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 AND WETLAND MITIGATION | | | 0001 105-06845 LUMP| 18780.00000 18780.00| 17700.00000 17700.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2300.00000 20700.00| 1500.00000 13500.00| 1250.00000 11250.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 83000.00000 83000.00| 89000.00000 89000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 48000.00000 48000.00| 50000.00000 50000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 3.000 EACH| 500.00000 1500.00| 550.00000 1650.00| 250.00000 750.00 HEADWALL, REMOVE | | | 0006 202-02272 25.000 m | 16.50000 412.50| 17.40000 435.00| 25.00000 625.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51330 LUMP| 124000.00000 124000.00| 105000.00000 105000.00| 295000.00000 295000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 992.000 m2 | 6.00000 5952.00| 4.55000 4513.60| 5.00000 4960.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 5004.000 m3 | 17.50000 87570.00| 18.50000 92574.00| 13.50000 67554.00 EXCAVATION, COMMON | | | 0010 203-02070 5337.000 m3 | 17.50000 93397.50| 18.50000 98734.50| 15.75000 84057.75 BORROW | | | 0011 203-51223 3500.000 m3 | 12.00000 42000.00| 14.20000 49700.00| 15.00000 52500.00 EXCAVATION, WATERWAY | | | 0012 205-02224 258.000 m | 5.35000 1380.30| 5.65000 1457.70| 6.00000 1548.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 83.000 m | 10.65000 883.95| 11.20000 929.60| 12.00000 996.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-06937 55.000 m | 5.35000 294.25| 5.65000 310.75| 6.00000 330.00 TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 50.00000 6000.00| 90.00000 10800.00| 120.00000 14400.00 EXCAVATION, WET | | | 0016 206-51230 129.000 m3 | 20.00000 2580.00| 85.00000 10965.00| 50.00000 6450.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-07502 1480.000 m2 | 14.75000 21830.00| 15.50000 22940.00| 5.50000 8140.00 SUBGRADE TREATMENT, TYPE D | | | 0018 211-06467 37.400 m3 | 75.00000 2805.00| 110.00000 4114.00| 30.00000 1122.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-07454 2.000 m3 | 35.00000 70.00| 36.90000 73.80| 50.00000 100.00 STRUCTURE BACKFILL | | | 0020 212-06281 1861.000 m3 | 6.00000 11166.00| 6.35000 11817.35| 3.50000 6513.50 STOCKPILED SELECTED MATERIAL | | | 0021 212-06282 1675.000 m3 | 6.00000 10050.00| 6.35000 10636.25| 3.50000 5862.50 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0022 303-60900 92.000 Mg | 28.00000 2576.00| 45.00000 4140.00| 17.50000 1610.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0023 402-05468 710.000 Mg | 32.75000 23252.50| 34.50000 24495.00| 38.00000 26980.00 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 1900.000 Mg | 32.30000 61370.00| 34.00000 64600.00| 44.00000 83600.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 481.000 Mg | 35.20000 16931.20| 37.05000 17821.05| 40.00000 19240.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05521 12070.000 m2 | 0.25000 3017.50| 0.25000 3017.50| 0.25000 3017.50 ASPHALT FOR TACK COAT | | | 0027 502-06329 88.000 m2 | 80.00000 7040.00| 110.00000 9680.00| 60.00000 5280.00 PCCP, 300 mm | | | 0028 503-05310 14.400 m | 450.00000 6480.00| 500.00000 7200.00| 350.00000 5040.00 TERMINAL JOINT | | | 0029 601-01522 4.000 EACH| 1200.00000 4800.00| 1265.00000 5060.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-07023 1.000 EACH| 3100.00000 3100.00| 3270.00000 3270.00| 7500.00000 7500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-94689 4.000 EACH| 2295.00000 9180.00| 3350.00000 13400.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 739.140 m | 31.60000 23356.82| 33.25000 24576.41| 33.00000 24391.62 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 250.000 m | 85.00000 21250.00| 115.00000 28750.00| 75.00000 18750.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 18.300 m | 80.00000 1464.00| 110.00000 2013.00| 70.00000 1281.00 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 16.000 EACH| 7.00000 112.00| 7.50000 120.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0036 610-06259 128.000 m2 | 90.00000 11520.00| 100.00000 12800.00| 67.50000 8640.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 615-06490 13.000 EACH| 95.00000 1235.00| 100.00000 1300.00| 110.00000 1430.00 RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 495.00000 2475.00| 520.00000 2600.00| 475.00000 2375.00 MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06510 2.000 EACH| 395.00000 790.00| 415.00000 830.00| 475.00000 950.00 MONUMENT, C | | | 0040 616-02320 2340.000 m2 | 3.50000 8190.00| 2.85000 6669.00| 3.00000 7020.00 GEOTEXTILES | | | 0041 616-05688 2240.000 Mg | 22.00000 49280.00| 20.00000 44800.00| 18.50000 41440.00 RIPRAP, CLASS 1 | | | 0042 616-06405 61.000 Mg | 22.00000 1342.00| 26.40000 1610.40| 17.50000 1067.50 RIPRAP, REVETMENT | | | 0043 619-04414 6.000 EACH| 150.00000 900.00| 85.00000 510.00| 150.00000 900.00 DRAIN EXTENSION | | | 0044 621-01004 3.000 EACH| 660.00000 1980.00| 695.00000 2085.00| 750.00000 2250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 7680.000 m2 | 1.75000 13440.00| 1.85000 14208.00| 2.00000 15360.00 EROSION CONTROL BLANKET | | | 0046 621-04258 57.840 kg | 3.80000 219.79| 5.40000 312.34| 5.50000 318.12 SEED MIXTURE , ANNUAL RYEGRASS | | | 0047 621-04258 0.810 kg | 85.90000 69.58| 90.50000 73.31| 100.00000 81.00 SEED MIXTURE , RED CLOVER | | | 0048 621-04258 3.490 kg | 265.00000 924.85| 279.00000 973.71| 275.00000 959.75 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0049 621-04258 1.290 kg | 72.50000 93.53| 76.50000 98.69| 80.00000 103.20 SEED MIXTURE , SWITCH GRASS | | | 0050 621-06545 1.900 Mg | 595.00000 1130.50| 627.00000 1191.30| 600.00000 1140.00 FERTILIZER | | | 0051 621-06548 9.000 kg | 58.00000 522.00| 61.00000 549.00| 65.00000 585.00 SEED MIXTURE, CV | | | 0052 621-06553 313.000 kg | 6.90000 2159.70| 7.25000 2269.25| 7.50000 2347.50 SEED MIXTURE, R | | | 0053 621-06565 11.370 Mg | 440.00000 5002.80| 465.00000 5287.05| 480.00000 5457.60 MULCHING MATERIAL | | | 0054 621-06567 13.000 kL | 1.00000 13.00| 1.05000 13.65| 1.00000 13.00 WATER | | | 0055 621-06574 687.000 m2 | 3.65000 2507.55| 4.80000 3297.60| 4.00000 2748.00 SODDING | | | 0056 622-52436 4.000 EACH| 29.00000 116.00| 31.00000 124.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 1140.000 EACH| 8.35000 9519.00| 9.00000 10260.00| 9.00000 10260.00 SEEDLING | | | 0058 701-51195 586.800 m | 80.00000 46944.00| 95.00000 55746.00| 95.00000 55746.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 701-91792 36.000 EACH| 100.00000 3600.00| 70.00000 2520.00| 100.00000 3600.00 PILE TIP, STEEL H | | | 0060 702-51005 136.200 m3 | 650.00000 88530.00| 1000.00000 136200.00| 625.00000 85125.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51110 876.600 kg | 6.00000 5259.60| 5.00000 4383.00| 7.50000 6574.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0062 703-51030 12320.000 kg | 1.20000 14784.00| 1.00000 12320.00| 1.50000 18480.00 REINFORCING STEEL | | | 0063 703-51032 63662.000 kg | 1.40000 89126.80| 1.10000 70028.20| 1.60000 101859.20 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 1312.000 EACH| 9.00000 11808.00| 10.00000 13120.00| 9.75000 12792.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 226.300 m3 | 700.00000 158410.00| 1000.00000 226300.00| 600.00000 135780.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1400.00000 5600.00| 1100.00000 4400.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 38.800 m3 | 550.00000 21340.00| 450.00000 17460.00| 550.00000 21340.00 CONCRETE, C, RAILING | | | 0068 707-05985 326.000 m | 625.00000 203750.00| 400.00000 130400.00| 600.00000 195600.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0069 709-51821 LUMP| 5500.00000 5500.00| 5800.00000 5800.00| 6500.00000 6500.00 SURFACE SEAL | | | 0070 715-02628 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 375.00000 750.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0071 715-05169 12.000 m | 82.50000 990.00| 87.00000 1044.00| 60.00000 720.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05407 42.000 m | 43.77000 1838.34| 30.00000 1260.00| 15.00000 630.00 PIPE, END BENT DRAIN, 150 mm | | | 0073 715-07590 2.500 m | 1400.00000 3500.00| 975.00000 2437.50| 2500.00000 6250.00 CULVERT EXTENSION, CAST IN PLACE, 900 | | | mm X 900 mm | | | 0074 715-07590 10.000 m | 1500.00000 15000.00| 950.00000 9500.00| 2750.00000 27500.00 CULVERT EXTENSION, CAST IN PLACE, 1525 | | | mm X 1270 mm | | | 0075 801-06203 248.000 m | 0.92000 228.16| 1.00000 248.00| 1.50000 372.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06207 976.000 m | 2.95000 2879.20| 3.10000 3025.60| 3.50000 3416.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06640 20.000 EACH| 150.00000 3000.00| 160.00000 3200.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1917625 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06645 2.000 EACH| 40.00000 80.00| 42.00000 84.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 25000.00000 25000.00| 40775.69000 40775.69| 37500.00000 37500.00 MAINTAINING TRAFFIC | | | 0080 801-53072 LUMP| 20000.00000 20000.00| 16000.00000 16000.00| 24000.00000 24000.00 TEMPORARY TRAFFIC SIGNAL | | | 0081 802-96248 19.200 m | 43.28000 830.98| 34.00000 652.80| 80.00000 1536.00 POST, WOOD, 100 mm X 100 mm | | | 0082 808-06713 1341.000 m | 0.92000 1233.72| 1.00000 1341.00| 1.50000 2011.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 1341.000 m | 0.92000 1233.72| 1.00000 1341.00| 1.50000 2011.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 884.000 m | 2.00000 1768.00| 2.10000 1856.40| 2.50000 2210.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,604,616.34| $ 1,673,000.00| $ 1,782,246.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,604,616.34| $ 1,673,000.00| $ 1,782,246.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND WETLAND MITIGATION | | | 0001 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 98000.00000 98000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 3.000 EACH| 750.00000 2250.00| | HEADWALL, REMOVE | | | 0006 202-02272 25.000 m | 25.00000 625.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-51330 LUMP| 180000.00000 180000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 992.000 m2 | 3.90000 3868.80| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 5004.000 m3 | 29.25000 146367.00| | EXCAVATION, COMMON | | | 0010 203-02070 5337.000 m3 | 29.25000 156107.25| | BORROW | | | 0011 203-51223 3500.000 m3 | 19.00000 66500.00| | EXCAVATION, WATERWAY | | | 0012 205-02224 258.000 m | 6.00000 1548.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 83.000 m | 12.00000 996.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-06937 55.000 m | 6.00000 330.00| | TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 1200.00000 144000.00| | EXCAVATION, WET | | | 0016 206-51230 129.000 m3 | 60.00000 7740.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-07502 1480.000 m2 | 15.00000 22200.00| | SUBGRADE TREATMENT, TYPE D | | | 0018 211-06467 37.400 m3 | 55.00000 2057.00| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 211-07454 2.000 m3 | 80.00000 160.00| | STRUCTURE BACKFILL | | | 0020 212-06281 1861.000 m3 | 5.45000 10142.45| | STOCKPILED SELECTED MATERIAL | | | 0021 212-06282 1675.000 m3 | 5.45000 9128.75| | STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0022 303-60900 92.000 Mg | 25.00000 2300.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0023 402-05468 710.000 Mg | 46.00000 32660.00| | HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 1900.000 Mg | 45.50000 86450.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 481.000 Mg | 53.00000 25493.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0026 406-05521 12070.000 m2 | 0.20000 2414.00| | ASPHALT FOR TACK COAT | | | 0027 502-06329 88.000 m2 | 185.00000 16280.00| | PCCP, 300 mm | | | 0028 503-05310 14.400 m | 400.00000 5760.00| | TERMINAL JOINT | | | 0029 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-07023 1.000 EACH| 3233.00000 3233.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-94689 4.000 EACH| 2400.00000 9600.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 739.140 m | 33.00000 24391.62| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06639 250.000 m | 145.00000 36250.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 18.300 m | 300.00000 5490.00| | TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 16.000 EACH| 8.00000 128.00| | BARRIER DELINEATOR | | | 0036 610-06259 128.000 m2 | 105.00000 13440.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 615-06490 13.000 EACH| 99.00000 1287.00| | RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 516.00000 2580.00| | MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06510 2.000 EACH| 415.00000 830.00| | MONUMENT, C | | | 0040 616-02320 2340.000 m2 | 2.50000 5850.00| | GEOTEXTILES | | | 0041 616-05688 2240.000 Mg | 23.00000 51520.00| | RIPRAP, CLASS 1 | | | 0042 616-06405 61.000 Mg | 28.00000 1708.00| | RIPRAP, REVETMENT | | | 0043 619-04414 6.000 EACH| 60.00000 360.00| | DRAIN EXTENSION | | | 0044 621-01004 3.000 EACH| 690.00000 2070.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 7680.000 m2 | 1.85000 14208.00| | EROSION CONTROL BLANKET | | | 0046 621-04258 57.840 kg | 5.35000 309.44| | SEED MIXTURE , ANNUAL RYEGRASS | | | 0047 621-04258 0.810 kg | 90.00000 72.90| | SEED MIXTURE , RED CLOVER | | | 0048 621-04258 3.490 kg | 280.00000 977.20| | SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0049 621-04258 1.290 kg | 76.00000 98.04| | SEED MIXTURE , SWITCH GRASS | | | 0050 621-06545 1.900 Mg | 620.00000 1178.00| | FERTILIZER | | | 0051 621-06548 9.000 kg | 61.00000 549.00| | SEED MIXTURE, CV | | | 0052 621-06553 313.000 kg | 7.25000 2269.25| | SEED MIXTURE, R | | | 0053 621-06565 11.370 Mg | 459.00000 5218.83| | MULCHING MATERIAL | | | 0054 621-06567 13.000 kL | 1.05000 13.65| | WATER | | | 0055 621-06574 687.000 m2 | 5.45000 3744.15| | SODDING | | | 0056 622-52436 4.000 EACH| 30.25000 121.00| | SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 1140.000 EACH| 8.75000 9975.00| | SEEDLING | | | 0058 701-51195 586.800 m | 70.00000 41076.00| | PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 701-91792 36.000 EACH| 81.00000 2916.00| | PILE TIP, STEEL H | | | 0060 702-51005 136.200 m3 | 900.00000 122580.00| | CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51110 876.600 kg | 7.00000 6136.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0062 703-51030 12320.000 kg | 1.25000 15400.00| | REINFORCING STEEL | | | 0063 703-51032 63662.000 kg | 1.25000 79577.50| | REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 1312.000 EACH| 9.35000 12267.20| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 226.300 m3 | 700.00000 158410.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 38.800 m3 | 600.00000 23280.00| | CONCRETE, C, RAILING | | | 0068 707-05985 326.000 m | 340.00000 110840.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0069 709-51821 LUMP| 5750.00000 5750.00| | SURFACE SEAL | | | 0070 715-02628 2.000 EACH| 400.00000 800.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0071 715-05169 12.000 m | 120.00000 1440.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05407 42.000 m | 42.00000 1764.00| | PIPE, END BENT DRAIN, 150 mm | | | 0073 715-07590 2.500 m | 2700.00000 6750.00| | CULVERT EXTENSION, CAST IN PLACE, 900 | | | mm X 900 mm | | | 0074 715-07590 10.000 m | 2000.00000 20000.00| | CULVERT EXTENSION, CAST IN PLACE, 1525 | | | mm X 1270 mm | | | 0075 801-06203 248.000 m | 1.00000 248.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06207 976.000 m | 3.00000 2928.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06640 20.000 EACH| 180.00000 3600.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 351 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,611,123.27 ROUTE : US 150 CALL ORDER : 351 CONTRACT ID : B -26015-A COUNTIES : MARTIN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06645 2.000 EACH| 45.00000 90.00| | CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 13000.00000 13000.00| | MAINTAINING TRAFFIC | | | 0080 801-53072 LUMP| 25000.00000 25000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0081 802-96248 19.200 m | 29.10000 558.72| | POST, WOOD, 100 mm X 100 mm | | | 0082 808-06713 1341.000 m | 0.96000 1287.36| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 1341.000 m | 0.96000 1287.36| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 884.000 m | 2.10000 1856.40| | LINE, REMOVE | | | SECTION TOTALS | $ 1,966,692.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,966,692.07| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8838002 8838002 8838002 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID & AWARD $ 1,066,549.32 100.0000% 2 34-1315988 FORT DEFIANCE CONSTRUCTION & SUPPLY INC. $ 1,085,375.28 101.7651% 3 35-1058755 BAKER & SCHULTZ, INC. $ 1,111,137.25 104.1805% 4 35-1374866 PRIMCO, INC. $ 1,143,497.48 107.2146% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,252,246.41 117.4110% ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT - STR NO JAY COUNTY 80 THREE-SIDED FLAT- TOPPED CULVERT | | | 0001 105-06845 LUMP| 14900.00000 14900.00| 13500.00000 13500.00| 13650.00000 13650.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 750.00000 9000.00| 2600.00000 31200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 43600.00000 43600.00| 54000.00000 54000.00| 55600.00000 55600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4800.00000 4800.00| 26400.00000 26400.00| 9800.00000 9800.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 409.000 m2 | 23.60000 9652.40| 15.00000 6135.00| 23.90000 9775.10 PAVEMENT, REMOVE | | | 0006 202-02241 147.000 m | 23.25000 3417.75| 6.00000 882.00| 23.25000 3417.75 GUARDRAIL, REMOVE | | | 0007 202-02271 4.000 EACH| 130.00000 520.00| 25.00000 100.00| 200.00000 800.00 HEADWALL, REMOVE | | | 0008 202-02272 125.000 m | 31.00000 3875.00| 8.00000 1000.00| 12.00000 1500.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02274 12.000 m | 42.30000 507.60| 7.00000 84.00| 60.50000 726.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51328 LUMP| 20930.00000 20930.00| 16000.00000 16000.00| 22200.00000 22200.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0011 202-51328 LUMP| 19060.00000 19060.00| 15000.00000 15000.00| 25300.00000 25300.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 21580.00000 21580.00| 18000.00000 18000.00| 25700.00000 25700.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0013 202-51330 LUMP| 13580.00000 13580.00| 10000.00000 10000.00| 21900.00000 21900.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-51330 LUMP| 15070.00000 15070.00| 12000.00000 12000.00| 25665.00000 25665.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0015 202-51368 1290.000 m2 | 9.20000 11868.00| 5.00000 6450.00| 4.70000 6063.00 SLOPEWALL, REMOVE | | | 0016 202-60820 780.000 m2 | 2.90000 2262.00| 4.75000 3705.00| 4.50000 3510.00 SURFACE MILLING, ASPHALT | | | 0017 202-94810 4.000 EACH| 161.20000 644.80| 60.00000 240.00| 125.00000 500.00 CURB TURNOUT, REMOVE | | | 0018 203-02000 860.000 m3 | 32.80000 28208.00| 16.00000 13760.00| 35.50000 30530.00 EXCAVATION, COMMON | | | 0019 203-02080 0.418 km | 22200.00000 9279.60| 6000.00000 2508.00| 58000.00000 24244.00 LINEAR GRADING | | | 0020 203-51223 650.000 m3 | 15.50000 10075.00| 13.00000 8450.00| 41.00000 26650.00 EXCAVATION, WATERWAY | | | 0021 205-02224 286.000 m | 4.80000 1372.80| 1.00000 286.00| 5.75000 1644.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-02229 300.000 m | 32.00000 9600.00| 5.00000 1500.00| 28.98000 8694.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0023 205-04931 20.300 EACH| 1160.00000 23548.00| 50.00000 1015.00| 88.00000 1786.40 SEDIMENT TRAP | | | 0024 206-51220 94.000 m3 | 35.30000 3318.20| 13.00000 1222.00| 70.00000 6580.00 EXCAVATION, WET | | | 0025 206-51230 166.000 m3 | 12.50000 2075.00| 13.00000 2158.00| 14.40000 2390.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 211-02060 4.000 m3 | 92.70000 370.80| 22.00000 88.00| 100.00000 400.00 B BORROW FOR STRUCTURE BACKFILL | | | 0027 211-07454 30.000 m3 | 48.20000 1446.00| 22.00000 660.00| 46.00000 1380.00 STRUCTURE BACKFILL | | | 0028 213-52830 125.400 m3 | 140.00000 17556.00| 140.00000 17556.00| 90.00000 11286.00 FLOWABLE MORTAR | | | 0029 301-07448 753.000 Mg | 17.00000 12801.00| 18.00000 13554.00| 17.60000 13252.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 402-07432 100.000 Mg | 83.00000 8300.00| 83.00000 8300.00| 83.00000 8300.00 HMA TYPE A, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-07435 255.000 Mg | 83.00000 21165.00| 83.00000 21165.00| 83.00000 21165.00 HMA TYPE A, INTERMEDIATE | | | 0032 402-07440 37.000 Mg | 83.00000 3071.00| 83.00000 3071.00| 83.00000 3071.00 HMA TYPE A, BASE | | | 0033 404-05511 205.000 m2 | 5.50000 1127.50| 5.50000 1127.50| 5.50000 1127.50 SEAL COAT, 2 | | | 0034 405-05518 1275.000 m2 | 1.50000 1912.50| 1.50000 1912.50| 1.50000 1912.50 ASPHALT FOR PRIME COAT | | | 0035 406-05521 1815.000 m2 | 0.20000 363.00| 0.20000 363.00| 0.20000 363.00 ASPHALT FOR TACK COAT | | | 0036 601-01522 8.000 EACH| 1225.00000 9800.00| 1200.00000 9600.00| 1225.00000 9800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-01846 5.000 EACH| 1360.00000 6800.00| 1500.00000 7500.00| 1360.00000 6800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0038 601-01854 12.000 EACH| 825.00000 9900.00| 900.00000 10800.00| 825.00000 9900.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0039 601-06037 14.000 EACH| 605.00000 8470.00| 500.00000 7000.00| 605.00000 8470.00 GUARDRAIL END TREATMENT, I | | | 0040 601-99105 573.405 m | 29.60000 16972.79| 28.00000 16055.34| 29.60000 16972.79 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06729 10.000 EACH| 7.00000 70.00| 20.00000 200.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0042 603-06040 115.000 m | 29.00000 3335.00| 23.00000 2645.00| 29.00000 3335.00 FENCE, FARM FIELD, 1190 mm | | | 0043 608-04395 10.000 Mg | 41.60000 416.00| 20.00000 200.00| 85.00000 850.00 AGGREGATE FOR SHOULDER DRAINS | | | 0044 610-06257 620.000 m2 | 70.00000 43400.00| 70.00000 43400.00| 53.00000 32860.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0045 610-07486 75.000 Mg | 83.00000 6225.00| 83.00000 6225.00| 83.00000 6225.00 HMA FOR APPROACHES, TYPE A | | | 0046 615-06505 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00| 450.00000 1800.00 MONUMENT, B | | | 0047 615-06527 1.000 EACH| 410.00000 410.00| 200.00000 200.00| 410.00000 410.00 MONUMENT, SECTION CORNER | | | 0048 616-02320 2427.000 m2 | 1.20000 2912.40| 2.00000 4854.00| 1.00000 2427.00 GEOTEXTILES | | | 0049 616-05688 280.000 Mg | 35.20000 9856.00| 30.00000 8400.00| 40.00000 11200.00 RIPRAP, CLASS 1 | | | 0050 616-06405 1648.000 Mg | 21.10000 34772.80| 32.00000 52736.00| 31.00000 51088.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 987.000 m2 | 1.90000 1875.30| 1.90000 1875.30| 1.80000 1776.60 EROSION CONTROL BLANKET | | | 0053 621-06545 0.500 Mg | 680.00000 340.00| 680.00000 340.00| 1664.00000 832.00 FERTILIZER | | | 0054 621-06548 10.000 kg | 70.00000 700.00| 70.00000 700.00| 55.00000 550.00 SEED MIXTURE, CV | | | 0055 621-06553 105.000 kg | 7.15000 750.75| 7.15000 750.75| 17.52000 1839.60 SEED MIXTURE, R | | | 0056 621-06557 51.000 kg | 9.50000 484.50| 9.50000 484.50| 7.80000 397.80 SEED MIXTURE, T | | | 0057 621-06565 2.600 Mg | 520.00000 1352.00| 520.00000 1352.00| 1270.00000 3302.00 MULCHING MATERIAL | | | 0058 621-06567 15.000 kL | 1.32000 19.80| 1.32000 19.80| 0.50000 7.50 WATER | | | 0059 621-06574 753.000 m2 | 4.75000 3576.75| 4.75000 3576.75| 8.44000 6355.32 SODDING | | | 0060 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 57.000 EACH| 4.85000 276.45| 4.85000 276.45| 10.00000 570.00 SEEDLING | | | 0062 701-96089 161.000 m | 190.00000 30590.00| 60.00000 9660.00| 95.00000 15295.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0063 701-98649 31.000 m | 620.00000 19220.00| 190.00000 5890.00| 132.00000 4092.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0064 702-04433 20.000 EACH| 31.60000 632.00| 200.00000 4000.00| 10.00000 200.00 FLOOR DRAIN, PVC, 150 mm | | | 0065 702-51863 342.000 EACH| 9.40000 3214.80| 20.00000 6840.00| 10.00000 3420.00 FIELD DRILLED HOLE IN CONCRETE | | | 0066 703-51030 8998.000 kg | 1.20000 10797.60| 1.10000 9897.80| 1.10000 9897.80 REINFORCING STEEL | | | 0067 703-51032 52040.000 kg | 1.20000 62448.00| 1.15000 59846.00| 1.20000 62448.00 REINFORCING STEEL, EPOXY COATED | | | 0068 703-97936 74.000 EACH| 16.50000 1221.00| 25.00000 1850.00| 13.00000 962.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0069 704-51002 381.100 m3 | 480.00000 182928.00| 710.00000 270581.00| 455.00000 173400.50 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 706-05732 4.000 EACH| 1050.00000 4200.00| 1800.00000 7200.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0071 706-51020 9.700 m3 | 450.00000 4365.00| 1200.00000 11640.00| 450.00000 4365.00 CONCRETE, C, RAILING | | | 0072 706-91957 140.970 m | 160.00000 22555.20| 160.00000 22555.20| 160.00000 22555.20 BRIDGE RAILING, THRIE BEAM | | | 0073 709-51821 LUMP| 1430.00000 1430.00| 1430.00000 1430.00| 1570.00000 1570.00 SURFACE SEAL , STR. NO. 1 | | | 0074 709-51821 LUMP| 2180.00000 2180.00| 2180.00000 2180.00| 2400.00000 2400.00 SURFACE SEAL , STR. NO. 2 | | | 0075 709-51821 LUMP| 2250.00000 2250.00| 2250.00000 2250.00| 2475.00000 2475.00 SURFACE SEAL , STR. NO. 3 | | | 0076 709-51821 LUMP| 1800.00000 1800.00| 1800.00000 1800.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 4 | | | 0077 709-51821 LUMP| 2030.00000 2030.00| 2030.00000 2030.00| 2200.00000 2200.00 SURFACE SEAL , STR. NO. 5 | | | 0078 710-51870 4.000 m2 | 630.30000 2521.20| 500.00000 2000.00| 300.00000 1200.00 REPOINTING MASONRY IN STRUCTURES | | | 0079 715-04612 20.000 m | 38.20000 764.00| 15.00000 300.00| 30.00000 600.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0080 715-04612 20.000 m | 46.30000 926.00| 25.00000 500.00| 40.00000 800.00 PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0081 715-05119 18.000 m | 82.40000 1483.20| 70.00000 1260.00| 65.00000 1170.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0082 715-05123 14.000 m | 159.90000 2238.60| 120.00000 1680.00| 150.00000 2100.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05169 71.000 m | 80.60000 5722.60| 82.00000 5822.00| 125.00000 8875.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-06054 71.000 m | 79.00000 5609.00| 25.00000 1775.00| 50.00000 3550.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 300 mm | | | 0085 715-35005 20.000 m | 56.50000 1130.00| 15.00000 300.00| 30.00000 600.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0086 715-35010 20.000 m | 74.10000 1482.00| 25.00000 500.00| 40.00000 800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0087 715-46005 12.000 EACH| 206.30000 2475.60| 125.00000 1500.00| 275.00000 3300.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 34-1315988 |(3) 35-1058755 |PIONEER ASSOCIATES, INC. |FORT DEFIANCE CONSTRUCTION &|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 715-46020 1.000 EACH| 317.30000 317.30| 180.00000 180.00| 375.00000 375.00 PIPE END SECTION, 600 mm | | | 0089 720-45035 1.000 EACH| 446.10000 446.10| 950.00000 950.00| 2000.00000 2000.00 INLET, F7 | | | 0090 723-06660 18.800 m2 | 1131.30000 21268.44| 700.00000 13160.00| 1206.00000 22672.80 WINGWALL | | | 0091 723-07588 12.140 m | 11158.60000 135465.40| 12500.00000 151750.00| 11540.00000 140095.60 STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | x 1800 mm | | | 0092 801-04308 20.000 EACH| 126.00000 2520.00| 126.00000 2520.00| 126.00000 2520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06605 44.000 EACH| 58.00000 2552.00| 58.00000 2552.00| 58.00000 2552.00 BARRICADE, IIIA | | | 0094 801-06606 18.000 EACH| 94.00000 1692.00| 94.00000 1692.00| 94.00000 1692.00 BARRICADE, IIIB | | | 0095 801-06625 7.000 EACH| 73.00000 511.00| 73.00000 511.00| 73.00000 511.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 34.000 EACH| 75.00000 2550.00| 75.00000 2550.00| 75.00000 2550.00 CONSTRUCTION SIGN, A | | | 0097 802-76025 0.585 m2 | 79.55000 46.54| 78.87000 46.14| 79.55000 46.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0098 802-76035 0.743 m2 | 84.55000 62.82| 84.21000 62.57| 84.55000 62.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0099 802-76055 8.175 m | 43.60000 356.43| 43.63000 356.68| 43.60000 356.43 SIGN POST, A | | | SECTION TOTALS | $ 1,066,549.32| $ 1,085,375.28| $ 1,111,137.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,066,549.32| $ 1,085,375.28| $ 1,111,137.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT - STR NO JAY COUNTY 80 THREE-SIDED FLAT- TOPPED CULVERT | | | 0001 105-06845 LUMP| 19379.95000 19379.95| 14000.00000 14000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2417.92000 29015.04| 1700.00000 20400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 57174.03000 57174.03| 62600.00000 62600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9800.00000 9800.00| 6250.00000 6250.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 409.000 m2 | 16.97000 6940.73| 25.00000 10225.00| PAVEMENT, REMOVE | | | 0006 202-02241 147.000 m | 10.00000 1470.00| 23.25000 3417.75| GUARDRAIL, REMOVE | | | 0007 202-02271 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| HEADWALL, REMOVE | | | 0008 202-02272 125.000 m | 12.00000 1500.00| 26.00000 3250.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-02274 12.000 m | 60.50000 726.00| 100.00000 1200.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51328 LUMP| 26996.00000 26996.00| 30169.00000 30169.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0011 202-51328 LUMP| 25996.00000 25996.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0012 202-51328 LUMP| 27492.00000 27492.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0013 202-51330 LUMP| 19502.00000 19502.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-51330 LUMP| 19502.00000 19502.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0015 202-51368 1290.000 m2 | 10.67000 13764.30| 15.00000 19350.00| SLOPEWALL, REMOVE | | | 0016 202-60820 780.000 m2 | 8.74000 6817.20| 7.00000 5460.00| SURFACE MILLING, ASPHALT | | | 0017 202-94810 4.000 EACH| 125.00000 500.00| 500.00000 2000.00| CURB TURNOUT, REMOVE | | | 0018 203-02000 860.000 m3 | 35.50000 30530.00| 26.00000 22360.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02080 0.418 km | 58000.00000 24244.00| 6800.00000 2842.40| LINEAR GRADING | | | 0020 203-51223 650.000 m3 | 24.00000 15600.00| 15.50000 10075.00| EXCAVATION, WATERWAY | | | 0021 205-02224 286.000 m | 4.80000 1372.80| 5.00000 1430.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0022 205-02229 300.000 m | 32.00000 9600.00| 33.00000 9900.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0023 205-04931 20.300 EACH| 88.00000 1786.40| 500.00000 10150.00| SEDIMENT TRAP | | | 0024 206-51220 94.000 m3 | 100.00000 9400.00| 180.00000 16920.00| EXCAVATION, WET | | | 0025 206-51230 166.000 m3 | 16.50000 2739.00| 10.00000 1660.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 211-02060 4.000 m3 | 100.00000 400.00| 95.00000 380.00| B BORROW FOR STRUCTURE BACKFILL | | | 0027 211-07454 30.000 m3 | 46.00000 1380.00| 55.00000 1650.00| STRUCTURE BACKFILL | | | 0028 213-52830 125.400 m3 | 195.00000 24453.00| 120.00000 15048.00| FLOWABLE MORTAR | | | 0029 301-07448 753.000 Mg | 27.15000 20443.95| 25.00000 18825.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 402-07432 100.000 Mg | 80.00000 8000.00| 88.00000 8800.00| HMA TYPE A, SURFACE | | | 0031 402-07435 255.000 Mg | 70.00000 17850.00| 88.00000 22440.00| HMA TYPE A, INTERMEDIATE | | | 0032 402-07440 37.000 Mg | 65.00000 2405.00| 88.00000 3256.00| HMA TYPE A, BASE | | | 0033 404-05511 205.000 m2 | 4.50000 922.50| 5.50000 1127.50| SEAL COAT, 2 | | | 0034 405-05518 1275.000 m2 | 0.50000 637.50| 1.50000 1912.50| ASPHALT FOR PRIME COAT | | | 0035 406-05521 1815.000 m2 | 0.15000 272.25| 0.20000 363.00| ASPHALT FOR TACK COAT | | | 0036 601-01522 8.000 EACH| 1225.00000 9800.00| 1225.00000 9800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-01846 5.000 EACH| 1360.00000 6800.00| 1360.00000 6800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-01854 12.000 EACH| 825.00000 9900.00| 825.00000 9900.00| GUARDRAIL TRANSITION, 3.810 m LONG | | | 0039 601-06037 14.000 EACH| 605.00000 8470.00| 605.00000 8470.00| GUARDRAIL END TREATMENT, I | | | 0040 601-99105 573.405 m | 29.60000 16972.79| 29.60000 16972.79| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06729 10.000 EACH| 10.10000 101.00| 8.00000 80.00| BARRIER DELINEATOR | | | 0042 603-06040 115.000 m | 29.00000 3335.00| 29.00000 3335.00| FENCE, FARM FIELD, 1190 mm | | | 0043 608-04395 10.000 Mg | 85.00000 850.00| 90.00000 900.00| AGGREGATE FOR SHOULDER DRAINS | | | 0044 610-06257 620.000 m2 | 75.50000 46810.00| 64.00000 39680.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0045 610-07486 75.000 Mg | 65.00000 4875.00| 88.00000 6600.00| HMA FOR APPROACHES, TYPE A | | | 0046 615-06505 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| MONUMENT, B | | | 0047 615-06527 1.000 EACH| 410.00000 410.00| 410.00000 410.00| MONUMENT, SECTION CORNER | | | 0048 616-02320 2427.000 m2 | 1.00000 2427.00| 2.25000 5460.75| GEOTEXTILES | | | 0049 616-05688 280.000 Mg | 40.00000 11200.00| 25.00000 7000.00| RIPRAP, CLASS 1 | | | 0050 616-06405 1648.000 Mg | 31.00000 51088.00| 23.50000 38728.00| RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH| 850.00000 1700.00| 900.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 987.000 m2 | 1.90000 1875.30| 2.00000 1974.00| EROSION CONTROL BLANKET | | | 0053 621-06545 0.500 Mg | 680.00000 340.00| 700.00000 350.00| FERTILIZER | | | 0054 621-06548 10.000 kg | 70.00000 700.00| 75.00000 750.00| SEED MIXTURE, CV | | | 0055 621-06553 105.000 kg | 7.15000 750.75| 7.50000 787.50| SEED MIXTURE, R | | | 0056 621-06557 51.000 kg | 9.50000 484.50| 10.25000 522.75| SEED MIXTURE, T | | | 0057 621-06565 2.600 Mg | 520.00000 1352.00| 550.00000 1430.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 621-06567 15.000 kL | 1.32000 19.80| 1.35000 20.25| WATER | | | 0059 621-06574 753.000 m2 | 4.75000 3576.75| 6.00000 4518.00| SODDING | | | 0060 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 57.000 EACH| 4.85000 276.45| 5.00000 285.00| SEEDLING | | | 0062 701-96089 161.000 m | 84.00000 13524.00| 150.00000 24150.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0063 701-98649 31.000 m | 169.00000 5239.00| 275.00000 8525.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0064 702-04433 20.000 EACH| 53.00000 1060.00| 65.00000 1300.00| FLOOR DRAIN, PVC, 150 mm | | | 0065 702-51863 342.000 EACH| 9.25000 3163.50| 8.00000 2736.00| FIELD DRILLED HOLE IN CONCRETE | | | 0066 703-51030 8998.000 kg | 1.25000 11247.50| 1.10000 9897.80| REINFORCING STEEL | | | 0067 703-51032 52040.000 kg | 1.55000 80662.00| 1.25000 65050.00| REINFORCING STEEL, EPOXY COATED | | | 0068 703-97936 74.000 EACH| 19.75000 1461.50| 10.00000 740.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0069 704-51002 381.100 m3 | 500.00000 190550.00| 725.00000 276297.50| CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-05732 4.000 EACH| 875.00000 3500.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0071 706-51020 9.700 m3 | 910.00000 8827.00| 1100.00000 10670.00| CONCRETE, C, RAILING | | | 0072 706-91957 140.970 m | 160.00000 22555.20| 160.00000 22555.20| BRIDGE RAILING, THRIE BEAM | | | 0073 709-51821 LUMP| 675.00000 675.00| 1500.00000 1500.00| SURFACE SEAL , STR. NO. 1 | | | 0074 709-51821 LUMP| 1095.00000 1095.00| 2200.00000 2200.00| SURFACE SEAL , STR. NO. 2 | | | 0075 709-51821 LUMP| 1095.00000 1095.00| 2300.00000 2300.00| SURFACE SEAL , STR. NO. 3 | | | 0076 709-51821 LUMP| 885.00000 885.00| 2000.00000 2000.00| SURFACE SEAL , STR. NO. 4 | | | 0077 709-51821 LUMP| 995.00000 995.00| 2050.00000 2050.00| SURFACE SEAL , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 710-51870 4.000 m2 | 585.00000 2340.00| 450.00000 1800.00| REPOINTING MASONRY IN STRUCTURES | | | 0079 715-04612 20.000 m | 30.00000 600.00| 45.00000 900.00| PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0080 715-04612 20.000 m | 40.00000 800.00| 45.00000 900.00| PIPE , DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0081 715-05119 18.000 m | 65.00000 1170.00| 100.00000 1800.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0082 715-05123 14.000 m | 150.00000 2100.00| 150.00000 2100.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05169 71.000 m | 125.00000 8875.00| 65.00000 4615.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0084 715-06054 71.000 m | 50.00000 3550.00| 72.00000 5112.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 300 mm | | | 0085 715-35005 20.000 m | 30.00000 600.00| 45.00000 900.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0086 715-35010 20.000 m | 40.00000 800.00| 45.00000 900.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0087 715-46005 12.000 EACH| 275.00000 3300.00| 250.00000 3000.00| PIPE END SECTION, 375 mm | | | 0088 715-46020 1.000 EACH| 375.00000 375.00| 450.00000 450.00| PIPE END SECTION, 600 mm | | | 0089 720-45035 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| INLET, F7 | | | 0090 723-06660 18.800 m2 | 1195.00000 22466.00| 700.00000 13160.00| WINGWALL | | | 0091 723-07588 12.140 m | 9250.00000 112295.00| 9000.00000 109260.00| STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | x 1800 mm | | | 0092 801-04308 20.000 EACH| 126.00000 2520.00| 250.00000 5000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06605 44.000 EACH| 58.00000 2552.00| 120.00000 5280.00| BARRICADE, IIIA | | | 0094 801-06606 18.000 EACH| 94.00000 1692.00| 180.00000 3240.00| BARRICADE, IIIB | | | 0095 801-06625 7.000 EACH| 73.00000 511.00| 145.00000 1015.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 361 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,259,115.46 ROUTE : 300 NORTH CALL ORDER : 361 CONTRACT ID : B -26085-A COUNTIES : JAY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1128289 | |PRIMCO, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06640 34.000 EACH| 75.00000 2550.00| 145.00000 4930.00| CONSTRUCTION SIGN, A | | | 0097 802-76025 0.585 m2 | 79.55000 46.54| 195.00000 114.08| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0098 802-76035 0.743 m2 | 84.55000 62.82| 248.00000 184.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0099 802-76055 8.175 m | 43.60000 356.43| 25.00000 204.38| SIGN POST, A | | | SECTION TOTALS | $ 1,143,497.48| $ 1,252,246.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,143,497.48| $ 1,252,246.41| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0816009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 2,056,400.52 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,192,158.06 106.6017% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,715,843.19 132.0678% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,797,285.51 136.0282% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 3,033,700.00 147.5247% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 3,167,230.76 154.0181% 7 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 3,432,455.40 166.9157% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-1212938 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, 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| 16000.00000 16000.00| 20000.00000 20000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2500.00000 30000.00| 1000.00000 12000.00| 900.00000 10800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 200000.00000 200000.00| 109000.00000 109000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 232.000 m2 | 7.00000 1624.00| 20.00000 4640.00| 19.00000 4408.00 PAVEMENT, REMOVE | | | 0005 202-02241 127.000 m | 16.42000 2085.34| 18.00000 2286.00| 19.00000 2413.00 GUARDRAIL, REMOVE | | | 0006 202-02273 214.500 m2 | 14.38000 3084.51| 19.00000 4075.50| 19.00000 4075.50 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 100.500 m | 10.33000 1038.17| 17.00000 1708.50| 19.00000 1909.50 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 225000.00000 225000.00| 130000.00000 130000.00| 455000.00000 455000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 151.000 m2 | 12.00000 1812.00| 20.00000 3020.00| 11.00000 1661.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 485.000 m2 | 8.00000 3880.00| 8.00000 3880.00| 5.60000 2716.00 SURFACE MILLING, ASPHALT | | | 0011 301-07448 42.000 Mg | 20.00000 840.00| 40.00000 1680.00| 31.00000 1302.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 406-05521 2134.000 m2 | 0.50000 1067.00| 0.46000 981.64| 0.55000 1173.70 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-1212938 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 502-06329 112.000 m2 | 65.00000 7280.00| 70.00000 7840.00| 68.00000 7616.00 PCCP, 300 mm | | | 0014 503-05310 17.600 m | 165.00000 2904.00| 450.00000 7920.00| 425.00000 7480.00 TERMINAL JOINT | | | 0015 601-01522 3.000 EACH| 1344.00000 4032.00| 1250.00000 3750.00| 1400.00000 4200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 1.000 EACH| 8064.00000 8064.00| 5000.00000 5000.00| 7600.00000 7600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 1.000 EACH| 2400.00000 2400.00| 2300.00000 2300.00| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 118.110 m | 50.00000 5905.50| 48.00000 5669.28| 49.00000 5787.39 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 372.100 m | 60.00000 22326.00| 80.00000 29768.00| 110.00000 40931.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 158.000 m2 | 18.00000 2844.00| 50.00000 7900.00| 44.00000 6952.00 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06100 99.500 m | 32.86000 3269.57| 80.00000 7960.00| 50.00000 4975.00 CURB, INTEGRAL, C, CONCRETE | | | 0022 605-06210 7.000 m | 65.00000 455.00| 130.00000 910.00| 140.00000 980.00 CENTER CURB, C, CONCRETE | | | 0023 605-06230 18.200 m | 70.00000 1274.00| 100.00000 1820.00| 130.00000 2366.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0024 610-06259 136.000 m2 | 58.73000 7987.28| 75.00000 10200.00| 110.00000 14960.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 610-07488 335.000 Mg | 100.00000 33500.00| 67.00000 22445.00| 70.00000 23450.00 HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 700.000 m2 | 4.78000 3346.00| 4.00000 2800.00| 4.50000 3150.00 GEOTEXTILES | | | 0027 616-05688 1280.000 Mg | 33.00000 42240.00| 45.00000 57600.00| 52.00000 66560.00 RIPRAP, CLASS 1 | | | 0028 619-04414 34.000 EACH| 250.00000 8500.00| 225.00000 7650.00| 275.00000 9350.00 DRAIN EXTENSION | | | 0031 621-01004 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 330.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06560 100.000 m2 | 10.00000 1000.00| 5.00000 500.00| 9.50000 950.00 MULCHED SEEDING, U | | | 0033 702-51005 29.900 m3 | 650.00000 19435.00| 1200.00000 35880.00| 950.00000 28405.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51110 2962.000 kg | 6.61000 19578.82| 6.00000 17772.00| 4.50000 13329.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-1212938 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 702-51863 1432.000 EACH| 6.00000 8592.00| 10.00000 14320.00| 14.00000 20048.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-51030 3088.000 kg | 0.98000 3026.24| 1.10000 3396.80| 1.50000 4632.00 REINFORCING STEEL | | | 0037 703-51032 196544.000 kg | 1.12000 220129.28| 1.20000 235852.80| 1.55000 304643.20 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 2565.000 EACH| 9.00000 23085.00| 10.00000 25650.00| 12.00000 30780.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 1500.200 m3 | 375.00000 562575.00| 475.00000 712595.00| 450.00000 675090.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06342 619.600 m | 150.00000 92940.00| 145.00000 89842.00| 155.00000 96038.00 RAILING, PS-1 | | | 0041 706-06353 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| 1400.00000 2800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0042 706-06353 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| 1200.00000 2400.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 MODIFIED | | | 0043 706-51020 95.700 m3 | 500.00000 47850.00| 500.00000 47850.00| 600.00000 57420.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 30000.00000 30000.00| 27500.00000 27500.00| 45000.00000 45000.00 SURFACE SEAL | | | 0045 710-51870 40.000 m2 | 24.00000 960.00| 625.00000 25000.00| 400.00000 16000.00 REPOINTING MASONRY IN STRUCTURES | | | 0046 711-51877 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 75000.00000 75000.00 JACKING AND SUPPORTING BEAMS | | | 0047 711-92500 272.000 EACH| 20.00000 5440.00| 45.00000 12240.00| 45.00000 12240.00 ANCHOR ROD | | | 0048 711-96242 12.000 EACH| 400.00000 4800.00| 450.00000 5400.00| 225.00000 2700.00 DIAPHRAGM, RESET | | | 0049 720-44000 4.000 EACH| 200.00000 800.00| 350.00000 1400.00| 325.00000 1300.00 CASTING, ADJUST TO GRADE | | | 0050 724-51888 91.900 m | 100.00000 9190.00| 120.00000 11028.00| 120.00000 11028.00 STRUCTURAL EXPANSION JOINT, BS9 | | | 0051 724-51925 21.440 m | 110.00000 2358.40| 450.00000 9648.00| 310.00000 6646.40 STRUCTURAL EXPANSION JOINT, SS | | | 0052 724-51927 21.440 m | 2600.00000 55744.00| 2750.00000 58960.00| 2500.00000 53600.00 EXPANSION JOINT, M | | | 0053 726-92406 50.000 EACH| 1200.00000 60000.00| 1500.00000 75000.00| 975.00000 48750.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0054 726-96576 18.000 EACH| 700.00000 12600.00| 1725.00000 31050.00| 1050.00000 18900.00 BEARING ASSEMBLY, FIXED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1618530 |(3) 35-1212938 |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 726-97941 8.000 EACH| 900.00000 7200.00| 1850.00000 14800.00| 1300.00000 10400.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0056 728-98377 LUMP| 14200.00000 14200.00| 13500.00000 13500.00| 19000.00000 19000.00 MASONRY COATING | | | 0057 801-06203 1459.000 m | 0.76000 1108.84| 0.46000 671.14| 0.60000 875.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0058 801-06207 2569.000 m | 3.53000 9068.57| 3.25000 8349.25| 3.30000 8477.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06605 4.000 EACH| 250.00000 1000.00| 110.00000 440.00| 120.00000 480.00 BARRICADE, IIIA | | | 0060 801-06640 30.000 EACH| 300.00000 9000.00| 85.00000 2550.00| 95.00000 2850.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 75.00000 300.00| 35.00000 140.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0062 801-06710 360.000 DAY | 20.00000 7200.00| 15.00000 5400.00| 14.00000 5040.00 FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0064 802-96800 45624.000 EACH| 2.00000 91248.00| 2.00000 91248.00| 2.20000 100372.80 SHEAR STUD CONNECTOR | | | 0065 805-06600 647.300 m | 15.00000 9709.50| 16.50000 10680.45| 14.00000 9062.20 CONDUIT, PVC, 75 mm | | | 0066 808-06711 263.000 m | 1.00000 263.00| 1.00000 263.00| 1.10000 289.30 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0067 808-06713 743.000 m | 1.00000 743.00| 0.90000 668.70| 0.90000 668.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06716 135.000 m | 5.00000 675.00| 1.75000 236.25| 1.90000 256.50 LINE, REMOVE | | | 0069 808-95933 481.000 m | 2.50000 1202.50| 2.75000 1322.75| 2.90000 1394.90 CURB PAINTING, YELLOW | | | 0070 605-06215 144.000 m | 30.00000 4320.00| 100.00000 14400.00| 110.00000 15840.00 CENTER CURB, D, CONCRETE | | | 0071 201-90788 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 8000.00000 8000.00 DEBRIS, REMOVE | | | SECTION TOTALS | $ 2,056,400.52| $ 2,192,158.06| $ 2,715,843.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,056,400.52| $ 2,192,158.06| $ 2,715,843.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1386990 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 16000.00000 16000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1450.00000 17400.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 140000.00000 140000.00| 151000.00000 151000.00| 210000.00000 210000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 232.000 m2 | 18.80000 4361.60| 33.00000 7656.00| 28.00000 6496.00 PAVEMENT, REMOVE | | | 0005 202-02241 127.000 m | 17.70000 2247.90| 22.00000 2794.00| 26.00000 3302.00 GUARDRAIL, REMOVE | | | 0006 202-02273 214.500 m2 | 36.00000 7722.00| 30.00000 6435.00| 28.00000 6006.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 100.500 m | 39.50000 3969.75| 8.00000 804.00| 28.00000 2814.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 299210.00000 299210.00| 506150.95000 506150.95| 650000.00000 650000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 151.000 m2 | 25.00000 3775.00| 11.00000 1661.00| 10.00000 1510.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 485.000 m2 | 5.90000 2861.50| 9.00000 4365.00| 6.00000 2910.00 SURFACE MILLING, ASPHALT | | | 0011 301-07448 42.000 Mg | 61.00000 2562.00| 37.00000 1554.00| 29.00000 1218.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 406-05521 2134.000 m2 | 0.45000 960.30| 0.50000 1067.00| 0.75000 1600.50 ASPHALT FOR TACK COAT | | | 0013 502-06329 112.000 m2 | 129.00000 14448.00| 78.00000 8736.00| 75.00000 8400.00 PCCP, 300 mm | | | 0014 503-05310 17.600 m | 490.00000 8624.00| 440.00000 7744.00| 250.00000 4400.00 TERMINAL JOINT | | | 0015 601-01522 3.000 EACH| 1250.00000 3750.00| 1460.00000 4380.00| 1535.00000 4605.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 1.000 EACH| 7500.00000 7500.00| 6075.00000 6075.00| 6325.00000 6325.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 1.000 EACH| 2300.00000 2300.00| 2250.00000 2250.00| 2350.00000 2350.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 118.110 m | 49.00000 5787.39| 35.00000 4133.85| 38.00000 4488.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 372.100 m | 72.00000 26791.20| 80.00000 29768.00| 76.00000 28279.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 158.000 m2 | 66.00000 10428.00| 35.00000 5530.00| 30.00000 4740.00 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1386990 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06100 99.500 m | 69.50000 6915.25| 81.00000 8059.50| 49.00000 4875.50 CURB, INTEGRAL, C, CONCRETE | | | 0022 605-06210 7.000 m | 195.00000 1365.00| 118.00000 826.00| 52.00000 364.00 CENTER CURB, C, CONCRETE | | | 0023 605-06230 18.200 m | 160.00000 2912.00| 122.00000 2220.40| 45.00000 819.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0024 610-06259 136.000 m2 | 103.00000 14008.00| 93.00000 12648.00| 62.00000 8432.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 610-07488 335.000 Mg | 65.00000 21775.00| 73.50000 24622.50| 92.00000 30820.00 HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 700.000 m2 | 2.40000 1680.00| 3.00000 2100.00| 6.00000 4200.00 GEOTEXTILES | | | 0027 616-05688 1280.000 Mg | 57.00000 72960.00| 62.00000 79360.00| 39.00000 49920.00 RIPRAP, CLASS 1 | | | 0028 619-04414 34.000 EACH| 228.00000 7752.00| 350.00000 11900.00| 105.00000 3570.00 DRAIN EXTENSION | | | 0031 621-01004 2.000 EACH| 385.00000 770.00| 350.00000 700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06560 100.000 m2 | 5.00000 500.00| 9.00000 900.00| 7.50000 750.00 MULCHED SEEDING, U | | | 0033 702-51005 29.900 m3 | 3100.00000 92690.00| 2000.00000 59800.00| 850.00000 25415.00 CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51110 2962.000 kg | 7.00000 20734.00| 5.50000 16291.00| 6.50000 19253.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0035 702-51863 1432.000 EACH| 4.00000 5728.00| 10.00000 14320.00| 14.00000 20048.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-51030 3088.000 kg | 1.15000 3551.20| 1.30000 4014.40| 1.20000 3705.60 REINFORCING STEEL | | | 0037 703-51032 196544.000 kg | 1.30000 255507.20| 1.50000 294816.00| 1.28000 251576.32 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 2565.000 EACH| 12.19000 31267.35| 11.00000 28215.00| 15.00000 38475.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 1500.200 m3 | 600.00000 900120.00| 600.00000 900120.00| 511.00000 766602.20 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06342 619.600 m | 140.00000 86744.00| 185.00000 114626.00| 172.00000 106571.20 RAILING, PS-1 | | | 0041 706-06353 2.000 EACH| 1850.00000 3700.00| 3000.00000 6000.00| 1550.00000 3100.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1386990 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-06353 2.000 EACH| 2016.00000 4032.00| 3000.00000 6000.00| 1750.00000 3500.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 MODIFIED | | | 0043 706-51020 95.700 m3 | 550.00000 52635.00| 740.00000 70818.00| 550.00000 52635.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 27000.00000 27000.00| 27000.00000 27000.00| 37000.00000 37000.00 SURFACE SEAL | | | 0045 710-51870 40.000 m2 | 620.00000 24800.00| 675.00000 27000.00| 750.00000 30000.00 REPOINTING MASONRY IN STRUCTURES | | | 0046 711-51877 LUMP| 120000.00000 120000.00| 150000.00000 150000.00| 130000.00000 130000.00 JACKING AND SUPPORTING BEAMS | | | 0047 711-92500 272.000 EACH| 23.00000 6256.00| 65.00000 17680.00| 25.00000 6800.00 ANCHOR ROD | | | 0048 711-96242 12.000 EACH| 290.00000 3480.00| 300.00000 3600.00| 2950.00000 35400.00 DIAPHRAGM, RESET | | | 0049 720-44000 4.000 EACH| 450.00000 1800.00| 300.00000 1200.00| 500.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0050 724-51888 91.900 m | 225.00000 20677.50| 135.00000 12406.50| 200.00000 18380.00 STRUCTURAL EXPANSION JOINT, BS9 | | | 0051 724-51925 21.440 m | 355.00000 7611.20| 340.00000 7289.60| 350.00000 7504.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 724-51927 21.440 m | 2815.00000 60353.60| 2500.00000 53600.00| 2700.00000 57888.00 EXPANSION JOINT, M | | | 0053 726-92406 50.000 EACH| 1520.00000 76000.00| 560.00000 28000.00| 1275.00000 63750.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0054 726-96576 18.000 EACH| 1930.00000 34740.00| 800.00000 14400.00| 1133.00000 20394.00 BEARING ASSEMBLY, FIXED | | | 0055 726-97941 8.000 EACH| 2360.00000 18880.00| 925.00000 7400.00| 2872.00000 22976.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0056 728-98377 LUMP| 15758.00000 15758.00| 14500.00000 14500.00| 17200.00000 17200.00 MASONRY COATING | | | 0057 801-06203 1459.000 m | 0.48000 700.32| 0.50000 729.50| 0.94000 1371.46 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0058 801-06207 2569.000 m | 3.15000 8092.35| 3.40000 8734.60| 3.62000 9299.78 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06605 4.000 EACH| 100.00000 400.00| 120.00000 480.00| 450.00000 1800.00 BARRICADE, IIIA | | | 0060 801-06640 30.000 EACH| 80.00000 2400.00| 85.00000 2550.00| 300.00000 9000.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 37.00000 148.00| 40.00000 160.00| 75.00000 300.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1386990 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06710 360.000 DAY | 14.00000 5040.00| 15.00000 5400.00| 22.00000 7920.00 FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 46500.00000 46500.00| 50000.00000 50000.00| 63000.00000 63000.00 MAINTAINING TRAFFIC | | | 0064 802-96800 45624.000 EACH| 2.35000 107216.40| 2.45000 111778.80| 4.00000 182496.00 SHEAR STUD CONNECTOR | | | 0065 805-06600 647.300 m | 12.50000 8091.25| 18.00000 11651.40| 15.00000 9709.50 CONDUIT, PVC, 75 mm | | | 0066 808-06711 263.000 m | 0.95000 249.85| 1.00000 263.00| 1.12000 294.56 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0067 808-06713 743.000 m | 0.85000 631.55| 1.00000 743.00| 1.12000 832.16 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06716 135.000 m | 1.75000 236.25| 2.00000 270.00| 4.92000 664.20 LINE, REMOVE | | | 0069 808-95933 481.000 m | 2.60000 1250.60| 3.00000 1443.00| 23.00000 11063.00 CURB PAINTING, YELLOW | | | 0070 605-06215 144.000 m | 162.00000 23328.00| 115.00000 16560.00| 48.00000 6912.00 CENTER CURB, D, CONCRETE | | | 0071 201-90788 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| 15500.00000 15500.00 DEBRIS, REMOVE | | | SECTION TOTALS | $ 2,797,285.51| $ 3,033,700.00| $ 3,167,230.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,797,285.51| $ 3,033,700.00| $ 3,167,230.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 94602.33000 94602.33| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1631.57000 19578.84| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 171622.77000 171622.77| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 232.000 m2 | 19.25000 4466.00| | PAVEMENT, REMOVE | | | 0005 202-02241 127.000 m | 18.78000 2385.06| | GUARDRAIL, REMOVE | | | 0006 202-02273 214.500 m2 | 26.56000 5697.12| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 100.500 m | 42.69000 4290.35| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-51328 LUMP| 860967.75000 860967.75| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 151.000 m2 | 10.49000 1583.99| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 485.000 m2 | 8.79000 4263.15| | SURFACE MILLING, ASPHALT | | | 0011 301-07448 42.000 Mg | 32.17000 1351.14| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 406-05521 2134.000 m2 | 0.50000 1067.00| | ASPHALT FOR TACK COAT | | | 0013 502-06329 112.000 m2 | 76.56000 8574.72| | PCCP, 300 mm | | | 0014 503-05310 17.600 m | 493.43000 8684.37| | TERMINAL JOINT | | | 0015 601-01522 3.000 EACH| 1321.28000 3963.84| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 1.000 EACH| 7927.69000 7927.69| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 1.000 EACH| 2422.35000 2422.35| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 118.110 m | 51.84000 6122.82| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 372.100 m | 91.01000 33864.82| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 604-91531 158.000 m2 | 33.71000 5326.18| | SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06100 99.500 m | 24.47000 2434.77| | CURB, INTEGRAL, C, CONCRETE | | | 0022 605-06210 7.000 m | 196.62000 1376.34| | CENTER CURB, C, CONCRETE | | | 0023 605-06230 18.200 m | 181.81000 3308.94| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0024 610-06259 136.000 m2 | 77.65000 10560.40| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 610-07488 335.000 Mg | 71.61000 23989.35| | HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 700.000 m2 | 1.74000 1218.00| | GEOTEXTILES | | | 0027 616-05688 1280.000 Mg | 62.05000 79424.00| | RIPRAP, CLASS 1 | | | 0028 619-04414 34.000 EACH| 138.12000 4696.08| | DRAIN EXTENSION | | | 0031 621-01004 2.000 EACH| 330.32000 660.64| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06560 100.000 m2 | 8.76000 876.00| | MULCHED SEEDING, U | | | 0033 702-51005 29.900 m3 | 779.25000 23299.58| | CONCRETE, A, SUBSTRUCTURE | | | 0034 702-51110 2962.000 kg | 4.18000 12381.16| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0035 702-51863 1432.000 EACH| 9.47000 13561.04| | FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-51030 3088.000 kg | 1.79000 5527.52| | REINFORCING STEEL | | | 0037 703-51032 196544.000 kg | 1.41000 277127.04| | REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 2565.000 EACH| 11.13000 28548.45| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 1500.200 m3 | 574.26000 861504.85| | CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06342 619.600 m | 151.72000 94005.71| | RAILING, PS-1 | | | 0041 706-06353 2.000 EACH| 1692.91000 3385.82| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-06353 2.000 EACH| 1788.06000 3576.12| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 MODIFIED | | | 0043 706-51020 95.700 m3 | 654.07000 62594.50| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 65954.01000 65954.01| | SURFACE SEAL | | | 0045 710-51870 40.000 m2 | 663.70000 26548.00| | REPOINTING MASONRY IN STRUCTURES | | | 0046 711-51877 LUMP| 38495.90000 38495.90| | JACKING AND SUPPORTING BEAMS | | | 0047 711-92500 272.000 EACH| 43.20000 11750.40| | ANCHOR ROD | | | 0048 711-96242 12.000 EACH| 458.25000 5499.00| | DIAPHRAGM, RESET | | | 0049 720-44000 4.000 EACH| 208.28000 833.12| | CASTING, ADJUST TO GRADE | | | 0050 724-51888 91.900 m | 159.19000 14629.56| | STRUCTURAL EXPANSION JOINT, BS9 | | | 0051 724-51925 21.440 m | 337.56000 7237.29| | STRUCTURAL EXPANSION JOINT, SS | | | 0052 724-51927 21.440 m | 2494.06000 53472.65| | EXPANSION JOINT, M | | | 0053 726-92406 50.000 EACH| 1475.79000 73789.50| | BEARING ASSEMBLY, ELASTOMERIC | | | 0054 726-96576 18.000 EACH| 1895.99000 34127.82| | BEARING ASSEMBLY, FIXED | | | 0055 726-97941 8.000 EACH| 2196.13000 17569.04| | BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0056 728-98377 LUMP| 33032.06000 33032.06| | MASONRY COATING | | | 0057 801-06203 1459.000 m | 0.51000 744.09| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0058 801-06207 2569.000 m | 3.32000 8529.08| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06605 4.000 EACH| 104.60000 418.40| | BARRICADE, IIIA | | | 0060 801-06640 30.000 EACH| 82.58000 2477.40| | CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 38.54000 154.16| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 371 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,532,479.80 ROUTE : US 231 CALL ORDER : 371 CONTRACT ID : B -26286-A COUNTIES : TIPPECANOE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06710 360.000 DAY | 14.31000 5151.60| | FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 70767.55000 70767.55| | MAINTAINING TRAFFIC | | | 0064 802-96800 45624.000 EACH| 3.24000 147821.76| | SHEAR STUD CONNECTOR | | | 0065 805-06600 647.300 m | 13.19000 8537.89| | CONDUIT, PVC, 75 mm | | | 0066 808-06711 263.000 m | 1.01000 265.63| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0067 808-06713 743.000 m | 0.90000 668.70| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06716 135.000 m | 1.84000 248.40| | LINE, REMOVE | | | 0069 808-95933 481.000 m | 2.78000 1337.18| | CURB PAINTING, YELLOW | | | 0070 605-06215 144.000 m | 88.00000 12672.00| | CENTER CURB, D, CONCRETE | | | 0071 201-90788 LUMP| 26904.61000 26904.61| | DEBRIS, REMOVE | | | SECTION TOTALS | $ 3,432,455.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,432,455.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2010008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 645,231.24 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 699,567.64 108.4212% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 711,600.27 110.2860% 4 35-1310611 DUNCAN ROBERTSON INC $ 786,625.35 121.9137% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 796,458.12 123.4376% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 803,177.53 124.4790% 7 35-1212938 ATLAS EXCAVATING, INC. $ 884,896.85 137.1441% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 935,181.85 144.9374% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL 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| 10000.00000 10000.00| 12300.00000 12300.00| 10700.00000 10700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1400.00000 14000.00| 1400.00000 14000.00| 1441.00000 14410.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 34750.00000 34750.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 6500.00000 6500.00| 4061.00000 4061.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 142.000 m | 11.00000 1562.00| 11.90000 1689.80| 10.50000 1491.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 41000.00000 41000.00| 84167.00000 84167.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 2294.000 m3 | 13.00000 29822.00| 11.30000 25922.20| 10.00000 22940.00 EXCAVATION, COMMON | | | 0008 203-02070 4256.000 m3 | 1.00000 4256.00| 15.14000 64435.84| 11.00000 46816.00 BORROW | | | 0009 205-03371 157.500 m3 | 8.00000 1260.00| 3.00000 472.50| 13.29000 2093.18 SEDIMENT REMOVE | | | 0010 205-06930 4.800 Mg | 65.00000 312.00| 70.00000 336.00| 99.00000 475.20 SPLASHPAD, RIPRAP | | | 0011 205-06931 73.200 Mg | 30.00000 2196.00| 16.00000 1171.20| 56.00000 4099.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 55.000 Mg | 30.00000 1650.00| 16.00000 880.00| 46.00000 2530.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 310.000 m | 5.00000 1550.00| 5.42000 1680.20| 6.15000 1906.50 TEMPORARY SILT FENCE | | | 0014 205-06938 30.000 m | 80.00000 2400.00| 12.00000 360.00| 32.00000 960.00 TEMPORARY SLOPE DRAIN | | | 0015 207-07500 995.000 m2 | 2.00000 1990.00| 3.00000 2985.00| 11.06000 11004.70 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 49.400 m3 | 85.00000 4199.00| 40.00000 1976.00| 44.51000 2198.79 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 7.900 m3 | 20.00000 158.00| 60.00000 474.00| 80.00000 632.00 STRUCTURE BACKFILL | | | 0018 301-07448 1334.900 Mg | 19.00000 25363.10| 18.61000 24842.49| 16.94000 22613.21 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 19.900 Mg | 28.00000 557.20| 18.61000 370.34| 64.68000 1287.13 COMPACTED AGGREGATE, 53 | | | 0020 402-07432 43.900 Mg | 57.95000 2544.01| 65.48000 2874.57| 65.00000 2853.50 HMA TYPE A, SURFACE | | | 0021 402-07433 273.500 Mg | 51.40000 14057.90| 58.08000 15884.88| 61.00000 16683.50 HMA TYPE B, SURFACE | | | 0022 402-07438 869.200 Mg | 35.85000 31160.82| 40.51000 35211.29| 43.50000 37810.20 HMA TYPE B, INTERMEDIATE | | | 0023 402-07440 131.800 Mg | 39.75000 5239.05| 44.92000 5920.46| 55.00000 7249.00 HMA TYPE A, BASE | | | 0024 402-07441 580.900 Mg | 34.50000 20041.05| 38.99000 22649.29| 49.50000 28754.55 HMA TYPE B, BASE | | | 0025 405-05517 5.030 Mg | 375.00000 1886.25| 423.75000 2131.46| 400.00000 2012.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.930 Mg | 198.00000 382.14| 223.74000 431.82| 220.00000 424.60 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1300.00000 5200.00| 1390.00000 5560.00| 1230.00000 4920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 2.000 EACH| 1560.00000 3120.00| 1670.00000 3340.00| 1480.00000 2960.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-94689 2.000 EACH| 2055.00000 4110.00| 2200.00000 4400.00| 1955.00000 3910.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 850.00000 850.00| 900.00000 900.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 132.182 m | 31.00000 4097.64| 33.33000 4405.63| 29.50000 3899.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 10.50000 63.00| 16.84000 101.04| 35.00000 210.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 603-06040 402.000 m | 15.70000 6311.40| 17.00000 6834.00| 14.90000 5989.80 FENCE, FARM FIELD, 1190 mm | | | 0035 603-06060 402.000 m | 16.25000 6532.50| 17.63000 7087.26| 15.60000 6271.20 FENCE, FARM FIELD, RESET | | | 0036 603-95104 1.000 EACH| 700.00000 700.00| 763.00000 763.00| 675.00000 675.00 FENCE GATE, FARM FIELD, RESET | | | 0037 603-96042 1.000 EACH| 1100.00000 1100.00| 1124.00000 1124.00| 995.00000 995.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0038 610-06259 193.500 m2 | 90.00000 17415.00| 75.00000 14512.50| 69.00000 13351.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 87.700 Mg | 68.00000 5963.60| 76.84000 6738.87| 70.00000 6139.00 HMA FOR APPROACHES, TYPE A | | | 0040 616-02320 1425.400 m2 | 1.50000 2138.10| 1.70000 2423.18| 2.02000 2879.31 GEOTEXTILES | | | 0041 616-06405 816.500 Mg | 19.00000 15513.50| 17.24000 14076.46| 18.74000 15301.21 RIPRAP, REVETMENT | | | 0042 616-06451 83.400 Mg | 25.00000 2085.00| 17.24000 1437.82| 30.00000 2502.00 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH| 400.00000 800.00| 424.00000 848.00| 375.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.330 Mg | 650.00000 214.50| 769.53000 253.94| 681.00000 224.73 FERTILIZER | | | 0045 621-06548 5.900 kg | 75.00000 442.50| 62.15000 366.69| 55.00000 324.50 SEED MIXTURE, CV | | | 0046 621-06553 58.900 kg | 3.50000 206.15| 8.10000 477.09| 7.17000 422.31 SEED MIXTURE, R | | | 0047 621-06557 20.700 kg | 4.50000 93.15| 31.02000 642.11| 27.45000 568.22 SEED MIXTURE, T | | | 0048 621-06565 2.430 Mg | 500.00000 1215.00| 586.47000 1425.12| 519.00000 1261.17 MULCHING MATERIAL | | | 0049 621-06567 8.100 kL | 5.25000 42.53| 0.62000 5.02| 0.55000 4.46 WATER | | | 0050 621-06575 447.700 m2 | 5.60000 2507.12| 5.76000 2578.75| 5.86000 2623.52 SODDING, NURSERY | | | 0051 622-52436 4.000 EACH| 27.50000 110.00| 28.00000 112.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 90.000 EACH| 8.50000 765.00| 11.00000 990.00| 9.75000 877.50 SEEDLING | | | 0053 701-98647 246.000 m | 55.00000 13530.00| 86.11000 21183.06| 109.56000 26951.76 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 703-51030 2718.000 kg | 1.20000 3261.60| 1.06000 2881.08| 1.43000 3886.74 REINFORCING STEEL | | | 0055 703-51032 18992.000 kg | 1.40000 26588.80| 1.22000 23170.24| 1.32000 25069.44 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 128.100 m3 | 800.00000 102480.00| 543.96000 69681.28| 548.00000 70198.80 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 11.200 m3 | 500.00000 5600.00| 416.00000 4659.20| 385.00000 4312.00 CONCRETE, C, RAILING | | | 0059 707-05984 139.800 m | 400.00000 55920.00| 365.00000 51027.00| 344.00000 48091.20 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0060 709-51821 LUMP| 4000.00000 4000.00| 2296.00000 2296.00| 2570.00000 2570.00 SURFACE SEAL | | | 0061 713-04858 LUMP| 45000.00000 45000.00| 48300.00000 48300.00| 105000.00000 105000.00 TEMPORARY BRIDGE | | | 0062 715-05171 59.000 m | 101.00000 5959.00| 61.70000 3640.30| 50.05000 2952.95 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05407 32.000 m | 25.00000 800.00| 19.68000 629.76| 19.29000 617.28 PIPE, END BENT DRAIN, 150 mm | | | 0064 715-46010 6.000 EACH| 253.50000 1521.00| 204.53000 1227.18| 432.74000 2596.44 PIPE END SECTION, 450 mm | | | 0065 728-98377 LUMP| 3700.00000 3700.00| 1694.00000 1694.00| 2450.00000 2450.00 MASONRY COATING | | | 0066 801-04308 2.000 EACH| 230.00000 460.00| 249.00000 498.00| 220.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06640 21.000 EACH| 80.00000 1680.00| 85.00000 1785.00| 75.00000 1575.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 4.000 EACH| 40.00000 160.00| 39.00000 156.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 20000.00000 20000.00| 4950.00000 4950.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 14.400 m | 27.00000 388.80| 28.25000 406.80| 25.00000 360.00 BARRICADE, III-A | | | 0071 804-06740 85.000 EACH| 18.00000 1530.00| 20.00000 1700.00| 22.50000 1912.50 DELINEATOR WITH POST, D2 | | | 0072 601-94236 4.000 EACH| 630.00000 2520.00| 678.00000 2712.00| 600.00000 2400.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0073 601-02206 121.920 m | 19.00000 2316.48| 20.34000 2479.85| 18.00000 2194.56 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06203 1739.000 m | 0.71000 1234.69| 0.77000 1339.03| 0.68000 1182.52 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 808-06712 110.000 m | 1.00000 110.00| 1.07000 117.70| 0.95000 104.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0076 808-06713 877.000 m | 0.96000 841.92| 1.04000 912.08| 0.92000 806.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 339.000 m | 0.96000 325.44| 1.04000 352.56| 0.92000 311.88 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0078 808-06716 210.000 m | 1.53000 321.30| 1.67000 350.70| 1.48000 310.80 LINE, REMOVE | | | SECTION TOTALS | $ 645,231.24| $ 699,567.64| $ 711,600.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 645,231.24| $ 699,567.64| $ 711,600.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1364963 |(6) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, 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| 7500.00000 7500.00| 12500.00000 12500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 14.00000 140.00| 1200.00000 12000.00| 1700.00000 17000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 38500.00000 38500.00| 40250.00000 40250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 16100.00000 16100.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 142.000 m | 10.00000 1420.00| 12.00000 1704.00| 10.50000 1491.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 96729.00000 96729.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 2294.000 m3 | 10.00000 22940.00| 13.75000 31542.50| 10.00000 22940.00 EXCAVATION, COMMON | | | 0008 203-02070 4256.000 m3 | 18.00000 76608.00| 16.75000 71288.00| 18.50000 78736.00 BORROW | | | 0009 205-03371 157.500 m3 | 15.00000 2362.50| 20.00000 3150.00| 12.00000 1890.00 SEDIMENT REMOVE | | | 0010 205-06930 4.800 Mg | 100.00000 480.00| 60.00000 288.00| 65.00000 312.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 73.200 Mg | 25.00000 1830.00| 30.00000 2196.00| 45.00000 3294.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 55.000 Mg | 15.00000 825.00| 27.50000 1512.50| 28.00000 1540.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 310.000 m | 3.00000 930.00| 6.75000 2092.50| 5.25000 1627.50 TEMPORARY SILT FENCE | | | 0014 205-06938 30.000 m | 15.00000 450.00| 30.00000 900.00| 140.00000 4200.00 TEMPORARY SLOPE DRAIN | | | 0015 207-07500 995.000 m2 | 18.00000 17910.00| 15.00000 14925.00| 17.00000 16915.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 49.400 m3 | 35.00000 1729.00| 37.50000 1852.50| 55.00000 2717.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 7.900 m3 | 50.00000 395.00| 40.00000 316.00| 90.00000 711.00 STRUCTURE BACKFILL | | | 0018 301-07448 1334.900 Mg | 20.00000 26698.00| 22.50000 30035.25| 22.00000 29367.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 19.900 Mg | 20.00000 398.00| 22.50000 447.75| 40.00000 796.00 COMPACTED AGGREGATE, 53 | | | 0020 402-07432 43.900 Mg | 71.50000 3138.85| 70.00000 3073.00| 60.00000 2634.00 HMA TYPE A, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1364963 |(6) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 273.500 Mg | 67.10000 18351.85| 65.00000 17777.50| 60.00000 16410.00 HMA TYPE B, SURFACE | | | 0022 402-07438 869.200 Mg | 52.80000 45893.76| 50.00000 43460.00| 40.00000 34768.00 HMA TYPE B, INTERMEDIATE | | | 0023 402-07440 131.800 Mg | 60.50000 7973.90| 57.50000 7578.50| 42.50000 5601.50 HMA TYPE A, BASE | | | 0024 402-07441 580.900 Mg | 55.00000 31949.50| 52.50000 30497.25| 37.50000 21783.75 HMA TYPE B, BASE | | | 0025 405-05517 5.030 Mg | 440.00000 2213.20| 400.00000 2012.00| 375.00000 1886.25 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.930 Mg | 242.00000 467.06| 220.00000 424.60| 200.00000 386.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1353.00000 5412.00| 1350.00000 5400.00| 1230.00000 4920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 2.000 EACH| 1628.00000 3256.00| 1550.00000 3100.00| 1480.00000 2960.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-94689 2.000 EACH| 2150.50000 4301.00| 2350.00000 4700.00| 1955.00000 3910.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 880.00000 880.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 132.182 m | 32.45000 4289.30| 32.50000 4295.92| 29.50000 3899.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 10.00000 60.00| 8.00000 48.00| 8.00000 48.00 BARRIER DELINEATOR | | | 0034 603-06040 402.000 m | 16.40000 6592.80| 18.50000 7437.00| 14.90000 5989.80 FENCE, FARM FIELD, 1190 mm | | | 0035 603-06060 402.000 m | 17.16000 6898.32| 20.00000 8040.00| 15.60000 6271.20 FENCE, FARM FIELD, RESET | | | 0036 603-95104 1.000 EACH| 742.50000 742.50| 725.00000 725.00| 675.00000 675.00 FENCE GATE, FARM FIELD, RESET | | | 0037 603-96042 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 995.00000 995.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0038 610-06259 193.500 m2 | 75.00000 14512.50| 65.00000 12577.50| 65.00000 12577.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 87.700 Mg | 77.00000 6752.90| 72.50000 6358.25| 72.00000 6314.40 HMA FOR APPROACHES, TYPE A | | | 0040 616-02320 1425.400 m2 | 3.00000 4276.20| 3.00000 4276.20| 2.00000 2850.80 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1364963 |(6) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-06405 816.500 Mg | 25.00000 20412.50| 25.00000 20412.50| 20.00000 16330.00 RIPRAP, REVETMENT | | | 0042 616-06451 83.400 Mg | 25.00000 2085.00| 25.00000 2085.00| 24.00000 2001.60 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH| 412.50000 825.00| 425.00000 850.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.330 Mg | 750.00000 247.50| 700.00000 231.00| 625.00000 206.25 FERTILIZER | | | 0045 621-06548 5.900 kg | 60.00000 354.00| 75.00000 442.50| 72.50000 427.75 SEED MIXTURE, CV | | | 0046 621-06553 58.900 kg | 7.90000 465.31| 8.00000 471.20| 3.50000 206.15 SEED MIXTURE, R | | | 0047 621-06557 20.700 kg | 30.20000 625.14| 29.50000 610.65| 4.50000 93.15 SEED MIXTURE, T | | | 0048 621-06565 2.430 Mg | 570.90000 1387.28| 600.00000 1458.00| 500.00000 1215.00 MULCHING MATERIAL | | | 0049 621-06567 8.100 kL | 0.60000 4.86| 1.00000 8.10| 5.00000 40.50 WATER | | | 0050 621-06575 447.700 m2 | 6.45000 2887.66| 6.50000 2910.05| 7.00000 3133.90 SODDING, NURSERY | | | 0051 622-52436 4.000 EACH| 27.50000 110.00| 30.00000 120.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 90.000 EACH| 10.50000 945.00| 12.00000 1080.00| 8.00000 720.00 SEEDLING | | | 0053 701-98647 246.000 m | 80.00000 19680.00| 90.00000 22140.00| 85.00000 20910.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0054 703-51030 2718.000 kg | 1.25000 3397.50| 1.50000 4077.00| 1.00000 2718.00 REINFORCING STEEL | | | 0055 703-51032 18992.000 kg | 1.35000 25639.20| 1.60000 30387.20| 1.25000 23740.00 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 128.100 m3 | 500.00000 64050.00| 500.00000 64050.00| 600.00000 76860.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 11.200 m3 | 550.00000 6160.00| 500.00000 5600.00| 400.00000 4480.00 CONCRETE, C, RAILING | | | 0059 707-05984 139.800 m | 400.00000 55920.00| 366.00000 51166.80| 350.00000 48930.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1364963 |(6) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 3500.00000 3500.00| 6200.00000 6200.00| 2700.00000 2700.00 SURFACE SEAL | | | 0061 713-04858 LUMP| 125000.00000 125000.00| 120000.00000 120000.00| 75000.00000 75000.00 TEMPORARY BRIDGE | | | 0062 715-05171 59.000 m | 65.00000 3835.00| 70.00000 4130.00| 58.00000 3422.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05407 32.000 m | 10.00000 320.00| 10.00000 320.00| 6.00000 192.00 PIPE, END BENT DRAIN, 150 mm | | | 0064 715-46010 6.000 EACH| 300.00000 1800.00| 375.00000 2250.00| 300.00000 1800.00 PIPE END SECTION, 450 mm | | | 0065 728-98377 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 2500.00000 2500.00 MASONRY COATING | | | 0066 801-04308 2.000 EACH| 242.00000 484.00| 250.00000 500.00| 240.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06640 21.000 EACH| 82.50000 1732.50| 120.00000 2520.00| 85.00000 1785.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 4.000 EACH| 38.50000 154.00| 35.00000 140.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 15000.00000 15000.00| 6500.00000 6500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 14.400 m | 27.50000 396.00| 35.00000 504.00| 25.00000 360.00 BARRICADE, III-A | | | 0071 804-06740 85.000 EACH| 20.00000 1700.00| 20.00000 1700.00| 22.50000 1912.50 DELINEATOR WITH POST, D2 | | | 0072 601-94236 4.000 EACH| 660.00000 2640.00| 650.00000 2600.00| 600.00000 2400.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0073 601-02206 121.920 m | 19.80000 2414.01| 20.00000 2438.40| 18.00000 2194.56 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0074 801-06203 1739.000 m | 0.75000 1304.25| 1.50000 2608.50| 0.70000 1217.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 808-06712 110.000 m | 1.00000 110.00| 2.00000 220.00| 1.00000 110.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0076 808-06713 877.000 m | 1.00000 877.00| 1.50000 1315.50| 1.00000 877.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 339.000 m | 1.00000 339.00| 1.50000 508.50| 1.00000 339.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0078 808-06716 210.000 m | 1.65000 346.50| 2.25000 472.50| 1.50000 315.00 LINE, REMOVE | | | SECTION TOTALS | $ 786,625.35| $ 796,458.12| $ 803,177.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 786,625.35| $ 796,458.12| $ 803,177.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 9900.00000 9900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 900.00000 9000.00| 2200.00000 22000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 46000.00000 46000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 142.000 m | 7.00000 994.00| 10.50000 1491.00| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 2294.000 m3 | 11.00000 25234.00| 20.00000 45880.00| EXCAVATION, COMMON | | | 0008 203-02070 4256.000 m3 | 12.00000 51072.00| 20.00000 85120.00| BORROW | | | 0009 205-03371 157.500 m3 | 15.00000 2362.50| 20.00000 3150.00| SEDIMENT REMOVE | | | 0010 205-06930 4.800 Mg | 60.00000 288.00| 50.00000 240.00| SPLASHPAD, RIPRAP | | | 0011 205-06931 73.200 Mg | 37.00000 2708.40| 28.00000 2049.60| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 55.000 Mg | 55.00000 3025.00| 36.00000 1980.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 310.000 m | 6.20000 1922.00| 6.15000 1906.50| TEMPORARY SILT FENCE | | | 0014 205-06938 30.000 m | 150.00000 4500.00| 30.00000 900.00| TEMPORARY SLOPE DRAIN | | | 0015 207-07500 995.000 m2 | 12.50000 12437.50| 17.00000 16915.00| SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 49.400 m3 | 68.00000 3359.20| 45.00000 2223.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 7.900 m3 | 58.00000 458.20| 75.00000 592.50| STRUCTURE BACKFILL | | | 0018 301-07448 1334.900 Mg | 16.80000 22426.32| 19.00000 25363.10| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 19.900 Mg | 33.00000 656.70| 70.00000 1393.00| COMPACTED AGGREGATE, 53 | | | 0020 402-07432 43.900 Mg | 60.00000 2634.00| 86.52000 3798.23| HMA TYPE A, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 273.500 Mg | 54.00000 14769.00| 60.05000 16423.68| HMA TYPE B, SURFACE | | | 0022 402-07438 869.200 Mg | 38.00000 33029.60| 47.00000 40852.40| HMA TYPE B, INTERMEDIATE | | | 0023 402-07440 131.800 Mg | 42.00000 5535.60| 62.44000 8229.59| HMA TYPE A, BASE | | | 0024 402-07441 580.900 Mg | 37.00000 21493.30| 46.64000 27093.18| HMA TYPE B, BASE | | | 0025 405-05517 5.030 Mg | 390.00000 1961.70| 419.55000 2110.34| ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.930 Mg | 215.00000 414.95| 194.78000 375.93| ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1400.00000 5600.00| 1230.00000 4920.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 2.000 EACH| 1600.00000 3200.00| 1480.00000 2960.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-94689 2.000 EACH| 2150.00000 4300.00| 1955.00000 3910.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 850.00000 850.00| 800.00000 800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 132.182 m | 31.00000 4097.64| 29.50000 3899.37| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 602-06729 6.000 EACH| 10.50000 63.00| 8.00000 48.00| BARRIER DELINEATOR | | | 0034 603-06040 402.000 m | 16.00000 6432.00| 14.90000 5989.80| FENCE, FARM FIELD, 1190 mm | | | 0035 603-06060 402.000 m | 16.50000 6633.00| 15.60000 6271.20| FENCE, FARM FIELD, RESET | | | 0036 603-95104 1.000 EACH| 750.00000 750.00| 675.00000 675.00| FENCE GATE, FARM FIELD, RESET | | | 0037 603-96042 1.000 EACH| 1150.00000 1150.00| 995.00000 995.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0038 610-06259 193.500 m2 | 57.00000 11029.50| 80.00000 15480.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 87.700 Mg | 74.00000 6489.80| 95.73000 8395.52| HMA FOR APPROACHES, TYPE A | | | 0040 616-02320 1425.400 m2 | 4.00000 5701.60| 3.00000 4276.20| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-06405 816.500 Mg | 27.00000 22045.50| 24.00000 19596.00| RIPRAP, REVETMENT | | | 0042 616-06451 83.400 Mg | 35.00000 2919.00| 45.00000 3753.00| RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH| 400.00000 800.00| 375.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.330 Mg | 640.00000 211.20| 681.00000 224.73| FERTILIZER | | | 0045 621-06548 5.900 kg | 72.00000 424.80| 55.00000 324.50| SEED MIXTURE, CV | | | 0046 621-06553 58.900 kg | 35.50000 2090.95| 7.17000 422.31| SEED MIXTURE, R | | | 0047 621-06557 20.700 kg | 4.60000 95.22| 27.45000 568.22| SEED MIXTURE, T | | | 0048 621-06565 2.430 Mg | 500.00000 1215.00| 519.00000 1261.17| MULCHING MATERIAL | | | 0049 621-06567 8.100 kL | 5.10000 41.31| 0.55000 4.46| WATER | | | 0050 621-06575 447.700 m2 | 6.10000 2730.97| 5.86000 2623.52| SODDING, NURSERY | | | 0051 622-52436 4.000 EACH| 28.00000 112.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 90.000 EACH| 9.00000 810.00| 9.75000 877.50| SEEDLING | | | 0053 701-98647 246.000 m | 115.00000 28290.00| 64.50000 15867.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0054 703-51030 2718.000 kg | 1.25000 3397.50| 1.25000 3397.50| REINFORCING STEEL | | | 0055 703-51032 18992.000 kg | 1.30000 24689.60| 1.35000 25639.20| REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 128.100 m3 | 450.00000 57645.00| 840.00000 107604.00| CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1000.00000 4000.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 11.200 m3 | 650.00000 7280.00| 840.00000 9408.00| CONCRETE, C, RAILING | | | 0059 707-05984 139.800 m | 520.00000 72696.00| 445.00000 62211.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 401 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,796.72 ROUTE : SR 3 CALL ORDER : 401 CONTRACT ID : B -26451-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 3500.00000 3500.00| 2806.00000 2806.00| SURFACE SEAL | | | 0061 713-04858 LUMP| 215000.00000 215000.00| 150000.00000 150000.00| TEMPORARY BRIDGE | | | 0062 715-05171 59.000 m | 105.00000 6195.00| 90.00000 5310.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05407 32.000 m | 44.00000 1408.00| 30.00000 960.00| PIPE, END BENT DRAIN, 150 mm | | | 0064 715-46010 6.000 EACH| 225.00000 1350.00| 300.00000 1800.00| PIPE END SECTION, 450 mm | | | 0065 728-98377 LUMP| 3500.00000 3500.00| 2328.00000 2328.00| MASONRY COATING | | | 0066 801-04308 2.000 EACH| 240.00000 480.00| 220.00000 440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06640 21.000 EACH| 90.00000 1890.00| 75.00000 1575.00| CONSTRUCTION SIGN, A | | | 0068 801-06645 4.000 EACH| 38.00000 152.00| 35.00000 140.00| CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP| 21000.00000 21000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0070 801-07118 14.400 m | 27.00000 388.80| 25.00000 360.00| BARRICADE, III-A | | | 0071 804-06740 85.000 EACH| 24.00000 2040.00| 22.50000 1912.50| DELINEATOR WITH POST, D2 | | | 0072 601-94236 4.000 EACH| 625.00000 2500.00| 600.00000 2400.00| TEMPORARY GUARDRAIL END TREATMENT, I | | | 0073 601-02206 121.920 m | 19.50000 2377.44| 18.00000 2194.56| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0074 801-06203 1739.000 m | 0.75000 1304.25| 0.68000 1182.52| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 808-06712 110.000 m | 1.05000 115.50| 0.95000 104.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0076 808-06713 877.000 m | 1.05000 920.85| 0.92000 806.84| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 339.000 m | 1.05000 355.95| 0.92000 311.88| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0078 808-06716 210.000 m | 1.65000 346.50| 1.48000 310.80| LINE, REMOVE | | | SECTION TOTALS | $ 884,896.85| $ 935,181.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 884,896.85| $ 935,181.85| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4233007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 409,123.62 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 442,755.68 108.2205% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 446,235.67 109.0711% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 457,022.19 111.7076% 5 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 457,431.86 111.8077% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 474,657.58 116.0181% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 487,873.95 119.2485% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 495,638.71 121.1464% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 100.00000 100.00| 2800.00000 2800.00| 3250.00000 3250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1000.00000 11000.00| 1100.00000 12100.00| 1200.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20450.00000 20450.00| 22800.00000 22800.00| 21250.00000 21250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 258.000 SYS | 9.00000 2322.00| 22.00000 5676.00| 16.00000 4128.00 PAVEMENT, REMOVE | | | 0005 202-02241 589.000 LFT | 4.24000 2497.36| 4.00000 2356.00| 4.50000 2650.50 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 73259.00000 73259.00| 40500.00000 40500.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 415.000 SYS | 10.08000 4183.20| 8.00000 3320.00| 6.50000 2697.50 SURFACE MILLING, ASPHALT | | | 0008 202-91385 2.000 EACH| 100.00000 200.00| 300.00000 600.00| 300.00000 600.00 INLET, REMOVE | | | 0009 205-06931 10.000 TON | 22.00000 220.00| 52.00000 520.00| 35.00000 350.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 213-52830 5.200 CYS | 125.00000 650.00| 95.00000 494.00| 150.00000 780.00 FLOWABLE MORTAR | | | 0011 301-07448 442.000 TON | 18.76000 8291.92| 32.00000 14144.00| 18.50000 8177.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 405-05518 583.000 SYS | 1.13000 658.79| 1.00000 583.00| 1.00000 583.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05521 415.000 SYS | 1.13000 468.95| 1.00000 415.00| 1.00000 415.00 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1412.00000 5648.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01846 1.000 EACH| 1526.00000 1526.00| 1400.00000 1400.00| 1450.00000 1450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-07023 1.000 EACH| 7628.00000 7628.00| 6800.00000 6800.00| 4750.00000 4750.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 2.000 EACH| 2204.00000 4408.00| 2000.00000 4000.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 900.00000 900.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 787.500 LFT | 9.95000 7835.63| 10.00000 7875.00| 9.50000 7481.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 602-06639 710.000 LFT | 14.50000 10295.00| 25.00000 17750.00| 20.00000 14200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 6.000 EACH| 6.00000 36.00| 23.00000 138.00| 8.00000 48.00 BARRIER DELINEATOR | | | 0022 610-06259 269.200 SYS | 66.00000 17767.20| 55.00000 14806.00| 55.00000 14806.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0023 610-07487 476.000 TON | 88.89000 42311.64| 66.00000 31416.00| 85.00000 40460.00 HMA FOR APPROACHES, TYPE B | | | 0024 616-02320 473.200 SYS | 1.80000 851.76| 5.00000 2366.00| 3.00000 1419.60 GEOTEXTILES | | | 0025 616-06405 359.800 TON | 20.45000 7357.91| 25.00000 8995.00| 22.00000 7915.60 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 254.00000 254.00| 225.00000 225.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06545 0.060 TON | 698.34000 41.90| 618.00000 37.08| 500.00000 30.00 FERTILIZER | | | 0028 621-06559 741.000 SYS | 0.75000 555.75| 1.00000 741.00| 1.00000 741.00 MULCHED SEEDING, R | | | 0029 621-06574 40.900 SYS | 17.18000 702.66| 18.00000 736.20| 10.00000 409.00 SODDING | | | 0030 703-51030 6560.000 LBS | 0.47000 3083.20| 0.65000 4264.00| 0.55000 3608.00 REINFORCING STEEL | | | 0031 703-51032 57248.000 LBS | 0.55000 31486.40| 1.00000 57248.00| 0.64000 36638.72 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1447641 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 704-51002 257.000 CYS | 395.26000 101581.82| 425.00000 109225.00| 475.00000 122075.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1400.00000 5600.00| 1100.00000 4400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 211.300 LFT | 29.55000 6243.92| 35.00000 7395.50| 40.00000 8452.00 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 2767.00000 2767.00| 4500.00000 4500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0036 715-91361 36.000 LFT | 10.00000 360.00| 32.00000 1152.00| 20.00000 720.00 PIPE, PVC, 6 IN. | | | 0037 801-01851 LUMP| 13549.00000 13549.00| 15000.00000 15000.00| 13500.00000 13500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 7412.000 LFT | 0.23000 1704.76| 0.25000 1853.00| 0.25000 1853.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 1412.000 LFT | 1.00000 1412.00| 1.00000 1412.00| 1.00000 1412.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06218 24.000 LFT | 6.00000 144.00| 7.00000 168.00| 6.50000 156.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0041 801-06606 1.000 EACH| 135.00000 135.00| 120.00000 120.00| 150.00000 150.00 BARRICADE, IIIB | | | 0042 801-06640 30.000 EACH| 90.00000 2700.00| 80.00000 2400.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 40.00000 160.00| 35.00000 140.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 4200.00000 4200.00| 22000.00000 22000.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0045 808-06712 227.000 LFT | 0.57000 129.39| 0.75000 170.25| 0.55000 124.85 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1404.000 LFT | 0.31000 435.24| 0.35000 491.40| 0.35000 491.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06716 1631.000 LFT | 0.62000 1011.22| 0.75000 1223.25| 0.75000 1223.25 LINE, REMOVE | | | SECTION TOTALS | $ 409,123.62| $ 442,755.68| $ 446,235.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,123.62| $ 442,755.68| $ 446,235.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1212938 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |FORCE CONSTRUCTION CO. 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| 3000.00000 3000.00| 5000.00000 5000.00| 2800.00000 2800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1300.00000 14300.00| 800.00000 8800.00| 1416.00000 15576.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 26000.00000 26000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 258.000 SYS | 15.00000 3870.00| 17.00000 4386.00| 24.00000 6192.00 PAVEMENT, REMOVE | | | 0005 202-02241 589.000 LFT | 3.90000 2297.10| 4.10000 2414.90| 4.00000 2356.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 66000.00000 66000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 415.000 SYS | 10.00000 4150.00| 5.20000 2158.00| 3.60000 1494.00 SURFACE MILLING, ASPHALT | | | 0008 202-91385 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 335.00000 670.00 INLET, REMOVE | | | 0009 205-06931 10.000 TON | 30.00000 300.00| 37.00000 370.00| 63.00000 630.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 213-52830 5.200 CYS | 300.00000 1560.00| 175.00000 910.00| 104.00000 540.80 FLOWABLE MORTAR | | | 0011 301-07448 442.000 TON | 30.00000 13260.00| 23.00000 10166.00| 21.00000 9282.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 405-05518 583.000 SYS | 1.10000 641.30| 1.10000 641.30| 1.10000 641.30 ASPHALT FOR PRIME COAT | | | 0013 406-05521 415.000 SYS | 0.10000 41.50| 1.10000 456.50| 0.10000 41.50 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01846 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 1350.00000 1350.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-07023 1.000 EACH| 7000.00000 7000.00| 7000.00000 7000.00| 6750.00000 6750.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 2.000 EACH| 2000.00000 4000.00| 2150.00000 4300.00| 1950.00000 3900.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 840.00000 840.00| 850.00000 850.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 787.500 LFT | 9.00000 7087.50| 9.50000 7481.25| 8.80000 6930.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1212938 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 710.000 LFT | 19.00000 13490.00| 31.00000 22010.00| 29.00000 20590.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 6.000 EACH| 8.00000 48.00| 10.50000 63.00| 9.25000 55.50 BARRIER DELINEATOR | | | 0022 610-06259 269.200 SYS | 95.00000 25574.00| 52.00000 13998.40| 72.00000 19382.40 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0023 610-07487 476.000 TON | 65.00000 30940.00| 78.00000 37128.00| 65.00000 30940.00 HMA FOR APPROACHES, TYPE B | | | 0024 616-02320 473.200 SYS | 3.00000 1419.60| 3.80000 1798.16| 1.55000 733.46 GEOTEXTILES | | | 0025 616-06405 359.800 TON | 30.00000 10794.00| 21.00000 7555.80| 20.14000 7246.37 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 235.00000 235.00| 250.00000 250.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06545 0.060 TON | 650.00000 39.00| 650.00000 39.00| 618.00000 37.08 FERTILIZER | | | 0028 621-06559 741.000 SYS | 0.70000 518.70| 1.40000 1037.40| 0.66000 489.06 MULCHED SEEDING, R | | | 0029 621-06574 40.900 SYS | 16.00000 654.40| 18.00000 736.20| 15.20000 621.68 SODDING | | | 0030 703-51030 6560.000 LBS | 0.55000 3608.00| 0.60000 3936.00| 0.56000 3673.60 REINFORCING STEEL | | | 0031 703-51032 57248.000 LBS | 0.65000 37211.20| 0.65000 37211.20| 0.57000 32631.36 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 257.000 CYS | 500.00000 128500.00| 400.00000 102800.00| 590.00000 151630.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 211.300 LFT | 50.00000 10565.00| 42.00000 8874.60| 28.00000 5916.40 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 3150.00000 3150.00| 5500.00000 5500.00| 4360.00000 4360.00 SURFACE SEAL | | | 0036 715-91361 36.000 LFT | 45.00000 1620.00| 37.00000 1332.00| 12.41000 446.76 PIPE, PVC, 6 IN. | | | 0037 801-01851 LUMP| 18000.00000 18000.00| 14000.00000 14000.00| 11990.00000 11990.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 7412.000 LFT | 0.21000 1556.52| 0.25000 1853.00| 0.20000 1482.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 1412.000 LFT | 0.21000 296.52| 0.95000 1341.40| 0.88000 1242.56 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1212938 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06218 24.000 LFT | 42.00000 1008.00| 5.80000 139.20| 5.28000 126.72 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0041 801-06606 1.000 EACH| 315.00000 315.00| 125.00000 125.00| 120.00000 120.00 BARRICADE, IIIB | | | 0042 801-06640 30.000 EACH| 105.00000 3150.00| 90.00000 2700.00| 80.00000 2400.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 95.00000 380.00| 38.00000 152.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 15000.00000 15000.00| 23000.00000 23000.00| 16634.00000 16634.00 MAINTAINING TRAFFIC | | | 0045 808-06712 227.000 LFT | 0.30000 68.10| 0.60000 136.20| 0.50000 113.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1404.000 LFT | 0.30000 421.20| 0.30000 421.20| 0.27000 379.08 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06716 1631.000 LFT | 1.05000 1712.55| 0.65000 1060.15| 0.55000 897.05 LINE, REMOVE | | | SECTION TOTALS | $ 457,022.19| $ 457,431.86| $ 474,657.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,022.19| $ 457,431.86| $ 474,657.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |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| 3000.00000 3000.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1700.00000 18700.00| 1200.00000 13200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24375.00000 24375.00| 24750.00000 24750.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 258.000 SYS | 21.50000 5547.00| 20.00000 5160.00| PAVEMENT, REMOVE | | | 0005 202-02241 589.000 LFT | 3.75000 2208.75| 4.00000 2356.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 73501.00000 73501.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 415.000 SYS | 8.00000 3320.00| 10.50000 4357.50| SURFACE MILLING, ASPHALT | | | 0008 202-91385 2.000 EACH| 950.00000 1900.00| 300.00000 600.00| INLET, REMOVE | | | 0009 205-06931 10.000 TON | 45.00000 450.00| 100.00000 1000.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 213-52830 5.200 CYS | 135.00000 702.00| 150.00000 780.00| FLOWABLE MORTAR | | | 0011 301-07448 442.000 TON | 24.00000 10608.00| 30.00000 13260.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 405-05518 583.000 SYS | 1.00000 583.00| 1.10000 641.30| ASPHALT FOR PRIME COAT | | | 0013 406-05521 415.000 SYS | 1.10000 456.50| 1.10000 456.50| ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01846 1.000 EACH| 1350.00000 1350.00| 1400.00000 1400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-07023 1.000 EACH| 6750.00000 6750.00| 7000.00000 7000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 2.000 EACH| 1950.00000 3900.00| 2100.00000 4200.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 800.00000 800.00| 850.00000 850.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 787.500 LFT | 8.80000 6930.00| 9.00000 7087.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 710.000 LFT | 20.00000 14200.00| 30.00000 21300.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 6.000 EACH| 10.00000 60.00| 10.00000 60.00| BARRIER DELINEATOR | | | 0022 610-06259 269.200 SYS | 61.50000 16555.80| 70.00000 18844.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0023 610-07487 476.000 TON | 100.00000 47600.00| 70.00000 33320.00| HMA FOR APPROACHES, TYPE B | | | 0024 616-02320 473.200 SYS | 2.00000 946.40| 3.00000 1419.60| GEOTEXTILES | | | 0025 616-06405 359.800 TON | 25.00000 8995.00| 35.00000 12593.00| RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 250.00000 250.00| 475.00000 475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06545 0.060 TON | 625.00000 37.50| 350.00000 21.00| FERTILIZER | | | 0028 621-06559 741.000 SYS | 0.75000 555.75| 1.10000 815.10| MULCHED SEEDING, R | | | 0029 621-06574 40.900 SYS | 18.50000 756.65| 40.00000 1636.00| SODDING | | | 0030 703-51030 6560.000 LBS | 0.50000 3280.00| 0.75000 4920.00| REINFORCING STEEL | | | 0031 703-51032 57248.000 LBS | 0.60000 34348.80| 0.85000 48660.80| REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 257.000 CYS | 525.00000 134925.00| 540.00000 138780.00| CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 211.300 LFT | 55.00000 11621.50| 45.00000 9508.50| CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 3300.00000 3300.00| 3300.00000 3300.00| SURFACE SEAL | | | 0036 715-91361 36.000 LFT | 40.00000 1440.00| 65.00000 2340.00| PIPE, PVC, 6 IN. | | | 0037 801-01851 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06203 7412.000 LFT | 0.25000 1853.00| 0.02000 148.24| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 1412.000 LFT | 1.00000 1412.00| 3.25000 4589.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 411 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 458,113.00 ROUTE : SR 38 CALL ORDER : 411 CONTRACT ID : B -26454-A COUNTIES : HENRY LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06218 24.000 LFT | 5.50000 132.00| 7.35000 176.40| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0041 801-06606 1.000 EACH| 150.00000 150.00| 275.00000 275.00| BARRICADE, IIIB | | | 0042 801-06640 30.000 EACH| 90.00000 2700.00| 75.00000 2250.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 40.00000 160.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 10000.00000 10000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0045 808-06712 227.000 LFT | 0.50000 113.50| 0.65000 147.55| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1404.000 LFT | 0.30000 421.20| 0.65000 912.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06716 1631.000 LFT | 0.60000 978.60| 0.52000 848.12| LINE, REMOVE | | | SECTION TOTALS | $ 487,873.95| $ 495,638.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 487,873.95| $ 495,638.71| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4889008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 371,106.65 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 389,782.45 105.0324% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 441,414.49 118.9454% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 467,340.90 125.9316% 5 35-1447641 STRUCTURE CONTRACTORS $ 468,155.63 126.1512% 6 35-1057871 SMOCK FANSLER CORPORATION $ 474,858.69 127.9574% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 476,697.18 128.4528% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL 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 REHABILITATION | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 50.00000 50.00| 1700.00000 1700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1100.00000 9900.00| 1200.00000 10800.00| 1430.00000 12870.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18250.00000 18250.00| 19450.00000 19450.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 271.000 SYS | 17.50000 4742.50| 10.00000 2710.00| 24.00000 6504.00 PAVEMENT, REMOVE | | | 0005 202-02241 458.000 LFT | 5.00000 2290.00| 3.00000 1374.00| 4.75000 2175.50 GUARDRAIL, REMOVE | | | 0006 202-02278 150.000 LFT | 4.50000 675.00| 2.00000 300.00| 12.77000 1915.50 CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 48000.00000 48000.00| 67895.00000 67895.00| 78550.00000 78550.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 671.000 SYS | 7.50000 5032.50| 7.02000 4710.42| 25.00000 16775.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-52710 75.000 SYS | 8.50000 637.50| 10.00000 750.00| 31.50000 2362.50 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 593.000 SYS | 4.50000 2668.50| 4.76000 2822.68| 3.00000 1779.00 SURFACE MILLING, ASPHALT | | | 0011 202-60822 667.000 SYS | 5.50000 3668.50| 1.00000 667.00| 3.00000 2001.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 205-06931 10.000 TON | 50.00000 500.00| 30.00000 300.00| 55.38000 553.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-06467 14.600 CYS | 30.00000 438.00| 40.00000 584.00| 53.22000 777.01 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 112.500 TON | 24.00000 2700.00| 30.00000 3375.00| 25.26000 2841.75 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 405-05518 463.000 SYS | 1.25000 578.75| 1.41000 652.83| 1.25000 578.75 ASPHALT FOR PRIME COAT | | | 0016 406-05521 960.000 SYS | 0.10000 96.00| 0.11000 105.60| 0.10000 96.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 3.000 EACH| 1350.00000 4050.00| 1440.00000 4320.00| 1275.00000 3825.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-07009 1.000 EACH| 14000.00000 14000.00| 15312.00000 15312.00| 13550.00000 13550.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0019 601-07023 1.000 EACH| 5000.00000 5000.00| 7627.00000 7627.00| 6750.00000 6750.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0020 601-07589 1.000 EACH| 6100.00000 6100.00| 6780.00000 6780.00| 6000.00000 6000.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | LS, W1, TL-1 | | | 0021 601-94689 3.000 EACH| 2200.00000 6600.00| 2158.00000 6474.00| 1910.00000 5730.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 825.00000 825.00| 904.00000 904.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 175.000 LFT | 9.50000 1662.50| 10.17000 1779.75| 9.00000 1575.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 480.000 LFT | 17.50000 8400.00| 18.00000 8640.00| 33.21000 15940.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 100.000 LFT | 17.00000 1700.00| 16.00000 1600.00| 35.00000 3500.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 16.000 EACH| 8.00000 128.00| 10.00000 160.00| 25.00000 400.00 BARRIER DELINEATOR | | | 0027 610-06259 162.000 SYS | 55.00000 8910.00| 67.00000 10854.00| 118.50000 19197.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0028 610-07487 214.000 TON | 100.00000 21400.00| 87.01000 18620.14| 77.00000 16478.00 HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 370.000 SYS | 3.00000 1110.00| 2.00000 740.00| 2.54000 939.80 GEOTEXTILES | | | 0030 616-06405 421.000 TON | 22.50000 9472.50| 19.41000 8171.61| 21.33000 8979.93 RIPRAP, REVETMENT | | | 0031 616-95754 270.000 LFT | 3.50000 945.00| 2.50000 675.00| 10.46000 2824.20 PAVED SIDE DITCH, BREAK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 1.000 EACH| 300.00000 300.00| 254.00000 254.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.060 TON | 500.00000 30.00| 698.34000 41.90| 618.00000 37.08 FERTILIZER | | | 0034 621-06559 741.000 SYS | 1.00000 741.00| 0.75000 555.75| 0.66000 489.06 MULCHED SEEDING, R | | | 0035 621-06574 20.400 SYS | 10.00000 204.00| 14.13000 288.25| 12.50000 255.00 SODDING | | | 0036 621-06575 75.300 SYS | 10.00000 753.00| 14.13000 1063.99| 12.50000 941.25 SODDING, NURSERY | | | 0037 702-51005 8.800 CYS | 480.00000 4224.00| 914.23000 8045.22| 543.00000 4778.40 CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 3891.000 LBS | 0.55000 2140.05| 0.49000 1906.59| 0.64000 2490.24 REINFORCING STEEL | | | 0039 703-51032 24268.000 LBS | 0.65000 15774.20| 0.63000 15288.84| 0.64000 15531.52 REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 74.000 EACH| 9.50000 703.00| 11.29000 835.46| 14.43000 1067.82 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 56.000 CYS | 500.00000 28000.00| 757.33000 42410.48| 346.00000 19376.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1050.00000 4200.00| 1400.00000 5600.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 386.000 LFT | 40.00000 15440.00| 35.01000 13513.86| 24.50000 9457.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 3750.00000 3750.00| 1506.00000 1506.00| 1800.00000 1800.00 SURFACE SEAL | | | 0045 711-93535 LUMP| 6000.00000 6000.00| 4520.00000 4520.00| 6300.00000 6300.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0046 711-96800 252.000 EACH| 4.00000 1008.00| 3.00000 756.00| 4.12000 1038.24 STUD SHEAR CONNECTOR | | | 0047 722-51401 225.000 SFT | 12.00000 2700.00| 10.00000 2250.00| 12.74000 2866.50 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 761.300 SYS | 50.00000 38065.00| 40.22000 30619.49| 65.00000 49484.50 BRIDGE DECK OVERLAY | | | 0049 722-51846 10.200 CYS | 330.00000 3366.00| 330.00000 3366.00| 330.00000 3366.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 1296.000 SFT | 7.00000 9072.00| 7.25000 9396.00| 8.00000 10368.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 77.000 LFT | 100.00000 7700.00| 94.00000 7238.00| 124.00000 9548.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-01851 LUMP| 14500.00000 14500.00| 16940.00000 16940.00| 14990.00000 14990.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06203 7230.000 LFT | 0.15000 1084.50| 0.14000 1012.20| 0.12000 867.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0054 801-06207 1196.000 LFT | 1.00000 1196.00| 0.99000 1184.04| 0.88000 1052.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 44.000 LFT | 6.50000 286.00| 5.94000 261.36| 5.28000 232.32 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06606 2.000 EACH| 140.00000 280.00| 136.00000 272.00| 120.00000 240.00 BARRICADE, IIIB | | | 0057 801-06640 29.000 EACH| 100.00000 2900.00| 73.00000 2117.00| 65.00000 1885.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 12000.00000 12000.00| 7461.00000 7461.00| 14890.00000 14890.00 MAINTAINING TRAFFIC | | | 0060 808-06712 187.000 LFT | 0.60000 112.20| 0.57000 106.59| 0.50000 93.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0061 808-06713 1227.000 LFT | 0.35000 429.45| 0.30000 368.10| 0.27000 331.29 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 745.000 LFT | 0.40000 298.00| 0.30000 223.50| 0.27000 201.15 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 1640.000 LFT | 0.75000 1230.00| 0.62000 1016.80| 0.55000 902.00 LINE, REMOVE | | | SECTION TOTALS | $ 371,106.65| $ 389,782.45| $ 441,414.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,106.65| $ 389,782.45| $ 441,414.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1057871 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |SMOCK FANSLER CORPORATION 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| 3500.00000 3500.00| 1200.00000 1200.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1350.00000 12150.00| 1400.00000 12600.00| 1200.00000 10800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23500.00000 23500.00| 23000.00000 23000.00| 23800.00000 23800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 271.000 SYS | 20.00000 5420.00| 20.00000 5420.00| 15.00000 4065.00 PAVEMENT, REMOVE | | | 0005 202-02241 458.000 LFT | 3.00000 1374.00| 5.00000 2290.00| 5.00000 2290.00 GUARDRAIL, REMOVE | | | 0006 202-02278 150.000 LFT | 9.00000 1350.00| 12.00000 1800.00| 5.00000 750.00 CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 45000.00000 45000.00| 58000.00000 58000.00| 74500.00000 74500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 671.000 SYS | 6.00000 4026.00| 10.00000 6710.00| 10.00000 6710.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-52710 75.000 SYS | 18.00000 1350.00| 8.00000 600.00| 9.00000 675.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 593.000 SYS | 6.00000 3558.00| 6.00000 3558.00| 5.50000 3261.50 SURFACE MILLING, ASPHALT | | | 0011 202-60822 667.000 SYS | 6.00000 4002.00| 8.00000 5336.00| 4.00000 2668.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 205-06931 10.000 TON | 65.00000 650.00| 62.00000 620.00| 40.00000 400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 211-06467 14.600 CYS | 100.00000 1460.00| 90.00000 1314.00| 28.00000 408.80 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 112.500 TON | 45.00000 5062.50| 28.00000 3150.00| 25.00000 2812.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 405-05518 463.000 SYS | 1.30000 601.90| 1.25000 578.75| 1.30000 601.90 ASPHALT FOR PRIME COAT | | | 0016 406-05521 960.000 SYS | 0.11000 105.60| 0.10000 96.00| 0.10000 96.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 3.000 EACH| 1350.00000 4050.00| 1400.00000 4200.00| 4000.00000 12000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-07009 1.000 EACH| 14000.00000 14000.00| 15000.00000 15000.00| 14000.00000 14000.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0019 601-07023 1.000 EACH| 7000.00000 7000.00| 7200.00000 7200.00| 5800.00000 5800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1057871 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-07589 1.000 EACH| 7500.00000 7500.00| 6000.00000 6000.00| 6000.00000 6000.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | LS, W1, TL-1 | | | 0021 601-94689 3.000 EACH| 2350.00000 7050.00| 2200.00000 6600.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 850.00000 850.00| 800.00000 800.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 175.000 LFT | 9.50000 1662.50| 11.00000 1925.00| 13.00000 2275.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 480.000 LFT | 28.00000 13440.00| 28.00000 13440.00| 27.00000 12960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 100.000 LFT | 25.00000 2500.00| 25.00000 2500.00| 25.00000 2500.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 16.000 EACH| 8.00000 128.00| 12.00000 192.00| 20.00000 320.00 BARRIER DELINEATOR | | | 0027 610-06259 162.000 SYS | 85.00000 13770.00| 60.00000 9720.00| 70.00000 11340.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0028 610-07487 214.000 TON | 80.00000 17120.00| 220.00000 47080.00| 115.00000 24610.00 HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 370.000 SYS | 3.00000 1110.00| 5.00000 1850.00| 2.20000 814.00 GEOTEXTILES | | | 0030 616-06405 421.000 TON | 20.00000 8420.00| 30.00000 12630.00| 21.50000 9051.50 RIPRAP, REVETMENT | | | 0031 616-95754 270.000 LFT | 10.00000 2700.00| 6.00000 1620.00| 5.00000 1350.00 PAVED SIDE DITCH, BREAK | | | 0032 621-01004 1.000 EACH| 500.00000 500.00| 225.00000 225.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.060 TON | 350.00000 21.00| 618.00000 37.08| 350.00000 21.00 FERTILIZER | | | 0034 621-06559 741.000 SYS | 1.10000 815.10| 1.00000 741.00| 1.00000 741.00 MULCHED SEEDING, R | | | 0035 621-06574 20.400 SYS | 30.00000 612.00| 15.00000 306.00| 23.00000 469.20 SODDING | | | 0036 621-06575 75.300 SYS | 30.00000 2259.00| 15.00000 1129.50| 23.00000 1731.90 SODDING, NURSERY | | | 0037 702-51005 8.800 CYS | 1200.00000 10560.00| 1500.00000 13200.00| 1300.00000 11440.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 3891.000 LBS | 0.90000 3501.90| 0.85000 3307.35| 0.61000 2373.51 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1057871 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51032 24268.000 LBS | 1.00000 24268.00| 1.00000 24268.00| 0.75000 18201.00 REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 74.000 EACH| 24.00000 1776.00| 15.00000 1110.00| 10.00000 740.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 56.000 CYS | 1000.00000 56000.00| 650.00000 36400.00| 660.00000 36960.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1150.00000 4600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 386.000 LFT | 45.00000 17370.00| 30.00000 11580.00| 42.00000 16212.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2300.00000 2300.00 SURFACE SEAL | | | 0045 711-93535 LUMP| 6500.00000 6500.00| 7000.00000 7000.00| 6500.00000 6500.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0046 711-96800 252.000 EACH| 6.00000 1512.00| 4.50000 1134.00| 5.00000 1260.00 STUD SHEAR CONNECTOR | | | 0047 722-51401 225.000 SFT | 10.00000 2250.00| 20.00000 4500.00| 30.00000 6750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 761.300 SYS | 50.00000 38065.00| 40.00000 30452.00| 46.00000 35019.80 BRIDGE DECK OVERLAY | | | 0049 722-51846 10.200 CYS | 330.00000 3366.00| 330.00000 3366.00| 330.00000 3366.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 1296.000 SFT | 5.00000 6480.00| 7.00000 9072.00| 6.50000 8424.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 77.000 LFT | 200.00000 15400.00| 150.00000 11550.00| 115.00000 8855.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01851 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06203 7230.000 LFT | 0.02000 144.60| 0.15000 1084.50| 0.35000 2530.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0054 801-06207 1196.000 LFT | 3.25000 3887.00| 1.00000 1196.00| 1.15000 1375.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 44.000 LFT | 11.00000 484.00| 5.50000 242.00| 6.60000 290.40 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06606 2.000 EACH| 225.00000 450.00| 120.00000 240.00| 140.00000 280.00 BARRICADE, IIIB | | | 0057 801-06640 29.000 EACH| 90.00000 2610.00| 65.00000 1885.00| 155.00000 4495.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1057871 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06645 4.000 EACH| 50.00000 200.00| 35.00000 140.00| 42.00000 168.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0060 808-06712 187.000 LFT | 0.60000 112.20| 0.75000 140.25| 0.82000 153.34 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0061 808-06713 1227.000 LFT | 0.55000 674.85| 0.35000 429.45| 0.82000 1006.14 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 745.000 LFT | 0.55000 409.75| 0.35000 260.75| 0.82000 610.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 1640.000 LFT | 0.55000 902.00| 0.75000 1230.00| 0.61000 1000.40 LINE, REMOVE | | | SECTION TOTALS | $ 467,340.90| $ 468,155.63| $ 474,858.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,340.90| $ 468,155.63| $ 474,858.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1700.00000 1700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23000.00000 23000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 271.000 SYS | 20.00000 5420.00| | PAVEMENT, REMOVE | | | 0005 202-02241 458.000 LFT | 4.75000 2175.50| | GUARDRAIL, REMOVE | | | 0006 202-02278 150.000 LFT | 6.00000 900.00| | CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 83500.00000 83500.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 671.000 SYS | 8.00000 5368.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-52710 75.000 SYS | 15.00000 1125.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 593.000 SYS | 6.00000 3558.00| | SURFACE MILLING, ASPHALT | | | 0011 202-60822 667.000 SYS | 4.00000 2668.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 205-06931 10.000 TON | 44.00000 440.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 211-06467 14.600 CYS | 70.00000 1022.00| | AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 112.500 TON | 31.00000 3487.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 405-05518 463.000 SYS | 1.25000 578.75| | ASPHALT FOR PRIME COAT | | | 0016 406-05521 960.000 SYS | 0.10000 96.00| | ASPHALT FOR TACK COAT | | | 0017 601-01522 3.000 EACH| 1275.00000 3825.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-07009 1.000 EACH| 13550.00000 13550.00| | IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0019 601-07023 1.000 EACH| 6750.00000 6750.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-07589 1.000 EACH| 6000.00000 6000.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | LS, W1, TL-1 | | | 0021 601-94689 3.000 EACH| 1910.00000 5730.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 800.00000 800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 175.000 LFT | 9.00000 1575.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 480.000 LFT | 25.00000 12000.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 100.000 LFT | 24.00000 2400.00| | TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 16.000 EACH| 7.00000 112.00| | BARRIER DELINEATOR | | | 0027 610-06259 162.000 SYS | 80.00000 12960.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0028 610-07487 214.000 TON | 80.00000 17120.00| | HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 370.000 SYS | 3.50000 1295.00| | GEOTEXTILES | | | 0030 616-06405 421.000 TON | 30.00000 12630.00| | RIPRAP, REVETMENT | | | 0031 616-95754 270.000 LFT | 6.00000 1620.00| | PAVED SIDE DITCH, BREAK | | | 0032 621-01004 1.000 EACH| 225.00000 225.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.060 TON | 618.00000 37.08| | FERTILIZER | | | 0034 621-06559 741.000 SYS | 0.66000 489.06| | MULCHED SEEDING, R | | | 0035 621-06574 20.400 SYS | 12.50000 255.00| | SODDING | | | 0036 621-06575 75.300 SYS | 12.50000 941.25| | SODDING, NURSERY | | | 0037 702-51005 8.800 CYS | 1100.00000 9680.00| | CONCRETE, A, SUBSTRUCTURE | | | 0038 703-51030 3891.000 LBS | 0.60000 2334.60| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51032 24268.000 LBS | 0.70000 16987.60| | REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 74.000 EACH| 14.00000 1036.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 56.000 CYS | 900.00000 50400.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1400.00000 5600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 386.000 LFT | 40.00000 15440.00| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 1800.00000 1800.00| | SURFACE SEAL | | | 0045 711-93535 LUMP| 6300.00000 6300.00| | BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0046 711-96800 252.000 EACH| 5.00000 1260.00| | STUD SHEAR CONNECTOR | | | 0047 722-51401 225.000 SFT | 45.00000 10125.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 761.300 SYS | 65.00000 49484.50| | BRIDGE DECK OVERLAY | | | 0049 722-51846 10.200 CYS | 330.00000 3366.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 1296.000 SFT | 10.00000 12960.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 77.000 LFT | 125.00000 9625.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01851 LUMP| 16000.00000 16000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-06203 7230.000 LFT | 0.12000 867.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0054 801-06207 1196.000 LFT | 0.88000 1052.48| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 44.000 LFT | 5.28000 232.32| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06606 2.000 EACH| 120.00000 240.00| | BARRICADE, IIIB | | | 0057 801-06640 29.000 EACH| 65.00000 1885.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 421 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,098.00 ROUTE : SR 38 CALL ORDER : 421 CONTRACT ID : B -26455-A COUNTIES : WAYNE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06645 4.000 EACH| 35.00000 140.00| | CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0060 808-06712 187.000 LFT | 0.50000 93.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0061 808-06713 1227.000 LFT | 0.27000 331.29| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 745.000 LFT | 0.27000 201.15| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 1640.000 LFT | 0.55000 902.00| | LINE, REMOVE | | | SECTION TOTALS | $ 476,697.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 476,697.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5611009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 634,376.69 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 643,812.46 101.4874% 3 35-1212938 ATLAS EXCAVATING, INC. $ 667,576.28 105.2334% 4 35-1310611 DUNCAN ROBERTSON INC $ 693,703.94 109.3520% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 754,030.43 118.8616% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 762,299.21 120.1650% 7 35-1447641 STRUCTURE CONTRACTORS $ 782,168.58 123.2971% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 831,581.60 131.0864% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1385672 |(3) 35-1212938 |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. |ATLAS EXCAVATING, 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| 13574.78000 13574.78| 6700.00000 6700.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1655.47000 16554.70| 1454.00000 14540.00| 900.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25388.50000 25388.50| 42740.00000 42740.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 525.00000 525.00| 3752.00000 3752.00| 5000.00000 5000.00 DEBRIS, REMOVE | | | 0005 202-02240 272.000 SYS | 16.37000 4452.64| 40.00000 10880.00| 12.00000 3264.00 PAVEMENT, REMOVE | | | 0006 202-02241 620.000 LFT | 2.79000 1729.80| 2.50000 1550.00| 3.00000 1860.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 61759.78000 61759.78| 34106.00000 34106.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 720.000 SYS | 4.72000 3398.40| 6.40000 4608.00| 5.50000 3960.00 SURFACE MILLING, ASPHALT | | | 0009 203-51223 452.400 CYS | 12.30000 5564.52| 19.00000 8595.60| 13.00000 5881.20 EXCAVATION, WATERWAY | | | 0010 203-90014 7.500 STA | 1494.67000 11210.03| 1889.00000 14167.50| 1000.00000 7500.00 LINEAR GRADING | | | 0011 205-06933 2.000 EACH| 61.80000 123.60| 60.00000 120.00| 175.00000 350.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1400.000 LFT | 1.71000 2394.00| 1.66000 2324.00| 1.60000 2240.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1385672 |(3) 35-1212938 |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 80.000 CYS | 40.13000 3210.40| 49.64000 3971.20| 44.00000 3520.00 STRUCTURE BACKFILL | | | 0014 303-01180 748.000 TON | 13.87000 10374.76| 16.40000 12267.20| 20.00000 14960.00 COMPACTED AGGREGATE, 53 | | | 0015 402-07433 289.000 TON | 52.10000 15056.90| 55.00000 15895.00| 53.00000 15317.00 HMA TYPE B, SURFACE | | | 0016 402-07438 482.000 TON | 46.02000 22181.64| 43.50000 20967.00| 47.00000 22654.00 HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 207.000 TON | 59.88000 12395.16| 58.00000 12006.00| 65.00000 13455.00 HMA TYPE A, BASE | | | 0018 402-07441 1462.000 TON | 41.71000 60980.02| 39.00000 57018.00| 42.00000 61404.00 HMA TYPE B, BASE | | | 0019 406-05521 2504.000 SYS | 0.26000 651.04| 0.05000 125.20| 0.30000 751.20 ASPHALT FOR TACK COAT | | | 0020 601-02800 2.000 EACH| 901.25000 1802.50| 1100.00000 2200.00| 950.00000 1900.00 GUARDRAIL TRANSITION, TGT | | | 0021 601-94689 2.000 EACH| 1982.75000 3965.50| 1920.00000 3840.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 581.250 LFT | 9.27000 5388.19| 10.00000 5812.50| 9.50000 5521.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 240.000 LFT | 29.21000 7010.40| 33.70000 8088.00| 30.00000 7200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 200.000 LFT | 25.64000 5128.00| 31.00000 6200.00| 25.00000 5000.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 8.000 EACH| 19.95000 159.60| 7.00000 56.00| 7.50000 60.00 BARRIER DELINEATOR | | | 0026 610-06259 436.000 SYS | 47.42000 20675.12| 65.00000 28340.00| 48.00000 20928.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0027 610-07487 365.000 TON | 59.85000 21845.25| 50.00000 18250.00| 60.00000 21900.00 HMA FOR APPROACHES, TYPE B | | | 0028 611-52817 2.000 EACH| 27861.00000 55722.00| 9000.00000 18000.00| 25000.00000 50000.00 TEMPORARY CROSSOVER, B | | | 0029 616-02320 1094.000 SYS | 1.40000 1531.60| 2.32000 2538.08| 3.40000 3719.60 GEOTEXTILES | | | 0030 616-05688 651.000 TON | 24.83000 16164.33| 28.00000 18228.00| 18.00000 11718.00 RIPRAP, CLASS 1 | | | 0031 616-06405 133.000 TON | 23.08000 3069.64| 21.00000 2793.00| 16.00000 2128.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 412.00000 824.00| 400.00000 800.00| 315.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1385672 |(3) 35-1212938 |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06559 600.000 SYS | 1.09000 654.00| 1.06000 636.00| 1.30000 780.00 MULCHED SEEDING, R | | | 0034 621-06574 128.000 SYS | 17.26000 2209.28| 16.76000 2145.28| 10.00000 1280.00 SODDING | | | 0035 702-51005 66.800 CYS | 505.50000 33767.40| 560.00000 37408.00| 350.00000 23380.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 703-01540 28.000 EACH| 11.49000 321.72| 8.60000 240.80| 9.80000 274.40 THREADED TIE BAR ASSEMBLY | | | 0037 703-03622 370.000 EACH| 14.54000 5379.80| 11.15000 4125.50| 13.00000 4810.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0038 703-51030 18574.000 LBS | 0.48000 8915.52| 0.57000 10587.18| 0.60000 11144.40 REINFORCING STEEL | | | 0039 703-51032 26322.000 LBS | 0.55000 14477.10| 0.66000 17372.52| 0.65000 17109.30 REINFORCING STEEL, EPOXY COATED | | | 0040 704-05892 108.800 CYS | 518.00000 56358.40| 738.00000 80294.40| 440.00000 47872.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0043 707-05982 459.000 LFT | 64.92000 29798.28| 80.00000 36720.00| 85.00000 39015.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0044 709-51821 LUMP| 4223.00000 4223.00| 4000.00000 4000.00| 5500.00000 5500.00 SURFACE SEAL | | | 0045 715-05119 590.000 LFT | 8.00000 4720.00| 13.56000 8000.40| 25.00000 14750.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 801-04308 2.000 EACH| 262.65000 525.30| 275.00000 550.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06203 1530.000 LFT | 0.15000 229.50| 0.20000 306.00| 0.26000 397.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 18100.000 LFT | 0.72000 13032.00| 0.85000 15385.00| 0.95000 17195.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06469 3400.000 LFT | 1.70000 5780.00| 1.70000 5780.00| 1.90000 6460.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0050 801-06640 34.000 EACH| 101.97000 3466.98| 72.00000 2448.00| 85.00000 2890.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 5.000 EACH| 45.32000 226.60| 28.00000 140.00| 32.00000 160.00 CONSTRUCTION SIGN, B | | | 0052 801-06710 360.000 DAY | 11.33000 4078.80| 12.00000 4320.00| 13.00000 4680.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 9579.33000 9579.33| 15000.00000 15000.00| 27000.00000 27000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1385672 |(3) 35-1212938 |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-07118 48.000 LFT | 10.30000 494.40| 7.25000 348.00| 8.00000 384.00 BARRICADE, III-A | | | 0055 801-07119 108.000 LFT | 12.36000 1334.88| 8.00000 864.00| 8.50000 918.00 BARRICADE, III-B | | | 0056 801-97643 288.000 LFT | 12.10000 3484.80| 4.75000 1368.00| 5.50000 1584.00 TEMPORARY BUZZ STRIPS | | | 0057 808-06711 970.000 LFT | 0.12000 116.40| 0.15000 145.50| 0.20000 194.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0058 808-06713 1020.000 LFT | 0.12000 122.40| 0.10000 102.00| 0.15000 153.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 5170.000 LFT | 0.12000 620.40| 0.08000 413.60| 0.15000 775.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 808-06716 4535.000 LFT | 0.28000 1269.80| 0.40000 1814.00| 0.80000 3628.00 LINE, REMOVE | | | 0061 808-75998 16.000 EACH| 51.50000 824.00| 65.00000 1040.00| 70.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 706-06347 140.000 LFT | 96.82000 13554.80| 77.00000 10780.00| 100.00000 14000.00 RAILING, CF-1 | | | SECTION TOTALS | $ 634,376.69| $ 643,812.46| $ 667,576.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 634,376.69| $ 643,812.46| $ 667,576.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1381845 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|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| 3500.00000 3500.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1250.00000 12500.00| 1400.00000 14000.00| 1500.00000 15000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 37500.00000 37500.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3600.00000 3600.00 DEBRIS, REMOVE | | | 0005 202-02240 272.000 SYS | 20.00000 5440.00| 20.00000 5440.00| 32.00000 8704.00 PAVEMENT, REMOVE | | | 0006 202-02241 620.000 LFT | 2.75000 1705.00| 2.75000 1705.00| 3.30000 2046.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 75000.00000 75000.00| 50000.00000 50000.00| 72000.00000 72000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 720.000 SYS | 6.00000 4320.00| 9.00000 6480.00| 5.00000 3600.00 SURFACE MILLING, ASPHALT | | | 0009 203-51223 452.400 CYS | 10.00000 4524.00| 20.00000 9048.00| 10.00000 4524.00 EXCAVATION, WATERWAY | | | 0010 203-90014 7.500 STA | 750.00000 5625.00| 1000.00000 7500.00| 3500.00000 26250.00 LINEAR GRADING | | | 0011 205-06933 2.000 EACH| 100.00000 200.00| 65.00000 130.00| 65.00000 130.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1400.000 LFT | 1.50000 2100.00| 1.75000 2450.00| 1.70000 2380.00 TEMPORARY SILT FENCE | | | 0013 211-07454 80.000 CYS | 30.00000 2400.00| 50.00000 4000.00| 30.00000 2400.00 STRUCTURE BACKFILL | | | 0014 303-01180 748.000 TON | 16.00000 11968.00| 20.00000 14960.00| 22.00000 16456.00 COMPACTED AGGREGATE, 53 | | | 0015 402-07433 289.000 TON | 60.00000 17340.00| 54.00000 15606.00| 56.65000 16371.85 HMA TYPE B, SURFACE | | | 0016 402-07438 482.000 TON | 48.00000 23136.00| 43.00000 20726.00| 49.15000 23690.30 HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 207.000 TON | 65.00000 13455.00| 53.00000 10971.00| 89.00000 18423.00 HMA TYPE A, BASE | | | 0018 402-07441 1462.000 TON | 43.00000 62866.00| 41.00000 59942.00| 43.90000 64181.80 HMA TYPE B, BASE | | | 0019 406-05521 2504.000 SYS | 0.06000 150.24| 0.15000 375.60| 0.28000 701.12 ASPHALT FOR TACK COAT | | | 0020 601-02800 2.000 EACH| 1200.00000 2400.00| 1150.00000 2300.00| 1000.00000 2000.00 GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1381845 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 2112.00000 4224.00| 2100.00000 4200.00| 2220.00000 4440.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 581.250 LFT | 11.00000 6393.75| 10.50000 6103.13| 10.35000 6015.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 240.000 LFT | 20.00000 4800.00| 30.00000 7200.00| 50.00000 12000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 200.000 LFT | 20.00000 4000.00| 28.00000 5600.00| 46.00000 9200.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 8.000 EACH| 10.00000 80.00| 7.50000 60.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0026 610-06259 436.000 SYS | 70.00000 30520.00| 75.00000 32700.00| 60.00000 26160.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0027 610-07487 365.000 TON | 55.00000 20075.00| 58.00000 21170.00| 61.75000 22538.75 HMA FOR APPROACHES, TYPE B | | | 0028 611-52817 2.000 EACH| 20000.00000 40000.00| 30000.00000 60000.00| 25000.00000 50000.00 TEMPORARY CROSSOVER, B | | | 0029 616-02320 1094.000 SYS | 3.00000 3282.00| 3.00000 3282.00| 3.00000 3282.00 GEOTEXTILES | | | 0030 616-05688 651.000 TON | 30.00000 19530.00| 19.00000 12369.00| 25.00000 16275.00 RIPRAP, CLASS 1 | | | 0031 616-06405 133.000 TON | 20.00000 2660.00| 50.00000 6650.00| 20.00000 2660.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 300.00000 600.00| 425.00000 850.00| 328.00000 656.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 600.000 SYS | 0.77000 462.00| 1.10000 660.00| 2.00000 1200.00 MULCHED SEEDING, R | | | 0034 621-06574 128.000 SYS | 9.00000 1152.00| 17.00000 2176.00| 8.50000 1088.00 SODDING | | | 0035 702-51005 66.800 CYS | 600.00000 40080.00| 600.00000 40080.00| 500.00000 33400.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 703-01540 28.000 EACH| 10.00000 280.00| 20.00000 560.00| 12.00000 336.00 THREADED TIE BAR ASSEMBLY | | | 0037 703-03622 370.000 EACH| 12.50000 4625.00| 13.50000 4995.00| 15.00000 5550.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0038 703-51030 18574.000 LBS | 0.60000 11144.40| 0.60000 11144.40| 0.60000 11144.40 REINFORCING STEEL | | | 0039 703-51032 26322.000 LBS | 0.70000 18425.40| 0.70000 18425.40| 0.65000 17109.30 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1381845 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-05892 108.800 CYS | 600.00000 65280.00| 800.00000 87040.00| 620.00000 67456.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0043 707-05982 459.000 LFT | 100.00000 45900.00| 90.00000 41310.00| 70.00000 32130.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0044 709-51821 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4670.00000 4670.00 SURFACE SEAL | | | 0045 715-05119 590.000 LFT | 20.00000 11800.00| 21.50000 12685.00| 20.00000 11800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 801-04308 2.000 EACH| 302.50000 605.00| 275.00000 550.00| 290.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06203 1530.000 LFT | 0.22000 336.60| 0.18000 275.40| 0.17000 260.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 18100.000 LFT | 0.95000 17195.00| 0.75000 13575.00| 0.80000 14480.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06469 3400.000 LFT | 1.87000 6358.00| 1.75000 5950.00| 1.90000 6460.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0050 801-06640 34.000 EACH| 80.00000 2720.00| 110.00000 3740.00| 114.00000 3876.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 5.000 EACH| 31.00000 155.00| 44.00000 220.00| 51.00000 255.00 CONSTRUCTION SIGN, B | | | 0052 801-06710 360.000 DAY | 13.20000 4752.00| 15.00000 5400.00| 13.00000 4680.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0054 801-07118 48.000 LFT | 8.00000 384.00| 11.00000 528.00| 11.50000 552.00 BARRICADE, III-A | | | 0055 801-07119 108.000 LFT | 8.80000 950.40| 13.00000 1404.00| 13.80000 1490.40 BARRICADE, III-B | | | 0056 801-97643 288.000 LFT | 5.25000 1512.00| 12.50000 3600.00| 13.50000 3888.00 TEMPORARY BUZZ STRIPS | | | 0057 808-06711 970.000 LFT | 0.17000 164.90| 0.15000 145.50| 0.14000 135.80 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0058 808-06713 1020.000 LFT | 0.11000 112.20| 0.15000 153.00| 0.14000 142.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 5170.000 LFT | 0.09000 465.30| 0.15000 775.50| 0.14000 723.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 808-06716 4535.000 LFT | 0.45000 2040.75| 0.30000 1360.50| 0.31000 1405.85 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1381845 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-75998 16.000 EACH| 72.00000 1152.00| 60.00000 960.00| 57.50000 920.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 706-06347 140.000 LFT | 84.70000 11858.00| 100.00000 14000.00| 120.00000 16800.00 RAILING, CF-1 | | | SECTION TOTALS | $ 693,703.94| $ 754,030.43| $ 762,299.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 693,703.94| $ 754,030.43| $ 762,299.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-0918397 | |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7600.00000 7600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1300.00000 13000.00| 2200.00000 22000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 43000.00000 43000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 5000.00000 5000.00| 14000.00000 14000.00| DEBRIS, REMOVE | | | 0005 202-02240 272.000 SYS | 30.00000 8160.00| 26.00000 7072.00| PAVEMENT, REMOVE | | | 0006 202-02241 620.000 LFT | 5.00000 3100.00| 2.50000 1550.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 73000.00000 73000.00| 120000.00000 120000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 720.000 SYS | 8.00000 5760.00| 11.00000 7920.00| SURFACE MILLING, ASPHALT | | | 0009 203-51223 452.400 CYS | 30.00000 13572.00| 15.00000 6786.00| EXCAVATION, WATERWAY | | | 0010 203-90014 7.500 STA | 800.00000 6000.00| 2500.00000 18750.00| LINEAR GRADING | | | 0011 205-06933 2.000 EACH| 60.00000 120.00| 56.00000 112.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1400.000 LFT | 1.45000 2030.00| 1.45000 2030.00| TEMPORARY SILT FENCE | | | 0013 211-07454 80.000 CYS | 30.00000 2400.00| 42.00000 3360.00| STRUCTURE BACKFILL | | | 0014 303-01180 748.000 TON | 22.00000 16456.00| 14.00000 10472.00| COMPACTED AGGREGATE, 53 | | | 0015 402-07433 289.000 TON | 51.00000 14739.00| 52.00000 15028.00| HMA TYPE B, SURFACE | | | 0016 402-07438 482.000 TON | 45.00000 21690.00| 41.00000 19762.00| HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 207.000 TON | 58.14000 12034.98| 51.00000 10557.00| HMA TYPE A, BASE | | | 0018 402-07441 1462.000 TON | 40.00000 58480.00| 39.00000 57018.00| HMA TYPE B, BASE | | | 0019 406-05521 2504.000 SYS | 0.25000 626.00| 0.10000 250.40| ASPHALT FOR TACK COAT | | | 0020 601-02800 2.000 EACH| 900.00000 1800.00| 1100.00000 2200.00| GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-0918397 | |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 2000.00000 4000.00| 1920.00000 3840.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 581.250 LFT | 9.00000 5231.25| 10.00000 5812.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 240.000 LFT | 40.00000 9600.00| 60.00000 14400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 200.000 LFT | 35.00000 7000.00| 50.00000 10000.00| TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 8.000 EACH| 5.00000 40.00| 7.00000 56.00| BARRIER DELINEATOR | | | 0026 610-06259 436.000 SYS | 60.00000 26160.00| 70.00000 30520.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0027 610-07487 365.000 TON | 56.11000 20480.15| 56.00000 20440.00| HMA FOR APPROACHES, TYPE B | | | 0028 611-52817 2.000 EACH| 30000.00000 60000.00| 33300.00000 66600.00| TEMPORARY CROSSOVER, B | | | 0029 616-02320 1094.000 SYS | 3.00000 3282.00| 3.00000 3282.00| GEOTEXTILES | | | 0030 616-05688 651.000 TON | 30.00000 19530.00| 21.00000 13671.00| RIPRAP, CLASS 1 | | | 0031 616-06405 133.000 TON | 25.00000 3325.00| 21.00000 2793.00| RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 285.00000 570.00| 285.00000 570.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 600.000 SYS | 0.70000 420.00| 0.70000 420.00| MULCHED SEEDING, R | | | 0034 621-06574 128.000 SYS | 12.00000 1536.00| 8.35000 1068.80| SODDING | | | 0035 702-51005 66.800 CYS | 500.00000 33400.00| 680.00000 45424.00| CONCRETE, A, SUBSTRUCTURE | | | 0036 703-01540 28.000 EACH| 15.00000 420.00| 4.00000 112.00| THREADED TIE BAR ASSEMBLY | | | 0037 703-03622 370.000 EACH| 15.00000 5550.00| 11.00000 4070.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0038 703-51030 18574.000 LBS | 1.00000 18574.00| 0.60000 11144.40| REINFORCING STEEL | | | 0039 703-51032 26322.000 LBS | 1.00000 26322.00| 0.70000 18425.40| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-0918397 | |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-05892 108.800 CYS | 600.00000 65280.00| 795.00000 86496.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0043 707-05982 459.000 LFT | 75.00000 34425.00| 100.00000 45900.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0044 709-51821 LUMP| 5000.00000 5000.00| 3885.00000 3885.00| SURFACE SEAL | | | 0045 715-05119 590.000 LFT | 19.00000 11210.00| 22.00000 12980.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 801-04308 2.000 EACH| 255.00000 510.00| 275.00000 550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06203 1530.000 LFT | 0.15000 229.50| 0.20000 306.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 18100.000 LFT | 1.00000 18100.00| 0.85000 15385.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06469 3400.000 LFT | 2.00000 6800.00| 1.70000 5780.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0050 801-06640 34.000 EACH| 100.00000 3400.00| 72.00000 2448.00| CONSTRUCTION SIGN, A | | | 0051 801-06645 5.000 EACH| 50.00000 250.00| 28.00000 140.00| CONSTRUCTION SIGN, B | | | 0052 801-06710 360.000 DAY | 20.00000 7200.00| 12.00000 4320.00| FLASHING ARROW SIGN | | | 0053 801-06775 LUMP| 40000.00000 40000.00| 14400.00000 14400.00| MAINTAINING TRAFFIC | | | 0054 801-07118 48.000 LFT | 10.00000 480.00| 7.25000 348.00| BARRICADE, III-A | | | 0055 801-07119 108.000 LFT | 12.00000 1296.00| 8.00000 864.00| BARRICADE, III-B | | | 0056 801-97643 288.000 LFT | 15.00000 4320.00| 4.75000 1368.00| TEMPORARY BUZZ STRIPS | | | 0057 808-06711 970.000 LFT | 0.12000 116.40| 0.15000 145.50| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0058 808-06713 1020.000 LFT | 0.12000 122.40| 0.10000 102.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-06714 5170.000 LFT | 0.12000 620.40| 0.08000 413.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0060 808-06716 4535.000 LFT | 0.30000 1360.50| 0.40000 1814.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 431 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 767,475.00 ROUTE : US 40 CALL ORDER : 431 CONTRACT ID : B -26457-A COUNTIES : PUTNAM LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1447641 |(8) 35-0918397 | |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-75998 16.000 EACH| 65.00000 1040.00| 65.00000 1040.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 706-06347 140.000 LFT | 200.00000 28000.00| 77.00000 10780.00| RAILING, CF-1 | | | SECTION TOTALS | $ 782,168.58| $ 831,581.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 782,168.58| $ 831,581.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9977029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 614,597.51 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 665,807.44 108.3322% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 669,024.56 108.8557% 4 35-1057871 SMOCK FANSLER CORPORATION $ 696,633.79 113.3479% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1111003 |(3) 35-2040801 |CLR, INC. |WHITE CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 11400.00000 11400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1700.00000 13600.00| 1500.00000 12000.00| 2000.00000 16000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30500.00000 30500.00| 32000.00000 32000.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 16800.00000 16800.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 18800.00000 18800.00| 13000.00000 13000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1232.000 m3 | 9.75000 12012.00| 10.00000 12320.00| 15.00000 18480.00 EXCAVATION, COMMON | | | 0007 203-02070 2000.000 m3 | 13.75000 27500.00| 18.00000 36000.00| 19.00000 38000.00 BORROW | | | 0008 205-06932 288.000 m | 5.00000 1440.00| 36.00000 10368.00| 25.75000 7416.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 5.000 EACH| 325.00000 1625.00| 84.00000 420.00| 70.00000 350.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 140.000 m | 5.50000 770.00| 5.00000 700.00| 10.05000 1407.00 TEMPORARY SILT FENCE | | | 0011 211-06467 30.400 m3 | 100.00000 3040.00| 64.50000 1960.80| 85.00000 2584.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 211-07454 35.400 m3 | 27.00000 955.80| 49.50000 1752.30| 55.00000 1947.00 STRUCTURE BACKFILL | | | 0013 303-01180 1305.000 Mg | 22.00000 28710.00| 13.55000 17682.75| 16.00000 20880.00 COMPACTED AGGREGATE, 53 | | | 0014 303-07449 198.000 Mg | 18.00000 3564.00| 20.25000 4009.50| 17.00000 3366.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1111003 |(3) 35-2040801 |CLR, INC. |WHITE CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07432 247.000 Mg | 60.00000 14820.00| 61.15000 15104.05| 53.75000 13276.25 HMA TYPE A, SURFACE | | | 0016 402-07435 505.000 Mg | 45.00000 22725.00| 47.50000 23987.50| 40.80000 20604.00 HMA TYPE A, INTERMEDIATE | | | 0017 404-05514 555.000 m2 | 5.40000 2997.00| 5.90000 3274.50| 5.40000 2997.00 SEAL COAT, 5 | | | 0018 405-05518 2640.000 m2 | 0.80000 2112.00| 0.85000 2244.00| 0.80000 2112.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2640.000 m2 | 0.12000 316.80| 0.20000 528.00| 0.12000 316.80 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1460.00000 5840.00| 1400.00000 5600.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01740 1.000 EACH| 1780.00000 1780.00| 1700.00000 1700.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0022 601-06037 3.000 EACH| 69.00000 207.00| 690.00000 2070.00| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 123.830 m | 34.00000 4210.22| 33.00000 4086.39| 30.75000 3807.77 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 10.000 EACH| 25.00000 250.00| 9.00000 90.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0025 610-06257 134.800 m2 | 75.00000 10110.00| 71.00000 9570.80| 75.00000 10110.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 12.000 EACH| 110.00000 1320.00| 120.00000 1440.00| 110.00000 1320.00 RIGHT OF WAY MARKER | | | 0027 616-02320 276.000 m2 | 4.00000 1104.00| 2.70000 745.20| 3.00000 828.00 GEOTEXTILES | | | 0028 616-06405 124.000 Mg | 37.00000 4588.00| 27.00000 3348.00| 30.00000 3720.00 RIPRAP, REVETMENT | | | 0029 616-51367 370.200 m2 | 40.00000 14808.00| 44.00000 16288.80| 52.00000 19250.40 SLOPEWALL, CONCRETE, 100 mm | | | 0030 621-01004 1.000 EACH| 1170.00000 1170.00| 800.00000 800.00| 1050.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.500 Mg | 1000.00000 500.00| 785.00000 392.50| 681.00000 340.50 FERTILIZER | | | 0032 621-06548 3.000 kg | 55.00000 165.00| 75.00000 225.00| 55.00000 165.00 SEED MIXTURE, CV | | | 0033 621-06553 90.000 kg | 10.00000 900.00| 7.80000 702.00| 7.16000 644.40 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1111003 |(3) 35-2040801 |CLR, INC. |WHITE CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06565 2.100 Mg | 580.00000 1218.00| 600.00000 1260.00| 519.00000 1089.90 MULCHING MATERIAL | | | 0035 621-06574 543.000 m2 | 9.58000 5201.94| 8.00000 4344.00| 9.58000 5201.94 SODDING | | | 0036 701-51195 88.500 m | 85.00000 7522.50| 186.00000 16461.00| 115.00000 10177.50 PILE, STEEL H, HP 310 X 79 | | | 0037 701-91792 14.000 EACH| 92.00000 1288.00| 85.00000 1190.00| 125.00000 1750.00 PILE TIP, STEEL H | | | 0038 703-51030 2362.000 kg | 1.20000 2834.40| 1.49000 3519.38| 1.26000 2976.12 REINFORCING STEEL | | | 0039 703-51032 20563.000 kg | 1.35000 27760.05| 1.49000 30638.87| 1.46000 30021.98 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 131.700 m3 | 600.00000 79020.00| 637.00000 83892.90| 600.00000 79020.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1170.00000 4680.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 20.200 m3 | 320.00000 6464.00| 375.00000 7575.00| 450.00000 9090.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 4360.00000 4360.00| 3800.00000 3800.00| 3750.00000 3750.00 SURFACE SEAL | | | 0044 711-51038 LUMP| 195000.00000 195000.00| 225000.00000 225000.00| 210000.00000 210000.00 STRUCTURAL STEEL | | | 0045 711-51070 8.000 EACH| 44.00000 352.00| 75.00000 600.00| 50.00000 400.00 ANCHOR PLATE, AP 1 | | | 0046 715-05119 44.000 m | 98.00000 4312.00| 80.30000 3533.20| 115.00000 5060.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0047 715-05168 30.000 m | 90.00000 2700.00| 59.70000 1791.00| 110.00000 3300.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05407 32.000 m | 19.00000 608.00| 29.25000 936.00| 35.00000 1120.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46000 4.000 EACH| 260.00000 1040.00| 525.00000 2100.00| 250.00000 1000.00 PIPE END SECTION, 300 mm | | | 0050 715-46005 6.000 EACH| 275.00000 1650.00| 550.00000 3300.00| 275.00000 1650.00 PIPE END SECTION, 375 mm | | | 0051 801-04308 4.000 EACH| 355.00000 1420.00| 530.00000 2120.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 4.000 EACH| 145.00000 580.00| 175.00000 700.00| 250.00000 1000.00 BARRICADE, IIIA | | | 0053 801-06606 4.000 EACH| 155.00000 620.00| 195.00000 780.00| 350.00000 1400.00 BARRICADE, IIIB | | | 0054 801-06625 4.000 EACH| 159.00000 636.00| 120.00000 480.00| 100.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1111003 |(3) 35-2040801 |CLR, INC. |WHITE CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06640 10.000 EACH| 175.00000 1750.00| 250.00000 2500.00| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0056 808-06713 920.000 m | 0.62000 570.40| 1.40000 1288.00| 1.25000 1150.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 920.000 m | 0.62000 570.40| 1.40000 1288.00| 1.25000 1150.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 614,597.51| $ 665,807.44| $ 669,024.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,597.51| $ 665,807.44| $ 669,024.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 | | |SMOCK FANSLER CORPORATION | | 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| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1325.00000 10600.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 36250.00000 36250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 29750.00000 29750.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1232.000 m3 | 22.00000 27104.00| | EXCAVATION, COMMON | | | 0007 203-02070 2000.000 m3 | 15.00000 30000.00| | BORROW | | | 0008 205-06932 288.000 m | 25.00000 7200.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 5.000 EACH| 70.00000 350.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 140.000 m | 10.00000 1400.00| | TEMPORARY SILT FENCE | | | 0011 211-06467 30.400 m3 | 40.00000 1216.00| | AGGREGATE FOR END BENT BACKFILL | | | 0012 211-07454 35.400 m3 | 32.00000 1132.80| | STRUCTURE BACKFILL | | | 0013 303-01180 1305.000 Mg | 18.50000 24142.50| | COMPACTED AGGREGATE, 53 | | | 0014 303-07449 198.000 Mg | 22.50000 4455.00| | COMPACTED AGGREGATE, NO. 73 | | | 0015 402-07432 247.000 Mg | 55.00000 13585.00| | HMA TYPE A, SURFACE | | | 0016 402-07435 505.000 Mg | 41.00000 20705.00| | HMA TYPE A, INTERMEDIATE | | | 0017 404-05514 555.000 m2 | 5.50000 3052.50| | SEAL COAT, 5 | | | 0018 405-05518 2640.000 m2 | 0.80000 2112.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05521 2640.000 m2 | 0.12000 316.80| | ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01740 1.000 EACH| 1850.00000 1850.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0022 601-06037 3.000 EACH| 625.00000 1875.00| | GUARDRAIL END TREATMENT, I | | | 0023 601-99105 123.830 m | 33.00000 4086.39| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 10.000 EACH| 20.00000 200.00| | BARRIER DELINEATOR | | | 0025 610-06257 134.800 m2 | 65.00000 8762.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 12.000 EACH| 175.00000 2100.00| | RIGHT OF WAY MARKER | | | 0027 616-02320 276.000 m2 | 2.50000 690.00| | GEOTEXTILES | | | 0028 616-06405 124.000 Mg | 27.00000 3348.00| | RIPRAP, REVETMENT | | | 0029 616-51367 370.200 m2 | 38.00000 14067.60| | SLOPEWALL, CONCRETE, 100 mm | | | 0030 621-01004 1.000 EACH| 650.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.500 Mg | 680.00000 340.00| | FERTILIZER | | | 0032 621-06548 3.000 kg | 55.00000 165.00| | SEED MIXTURE, CV | | | 0033 621-06553 90.000 kg | 7.25000 652.50| | SEED MIXTURE, R | | | 0034 621-06565 2.100 Mg | 500.00000 1050.00| | MULCHING MATERIAL | | | 0035 621-06574 543.000 m2 | 9.50000 5158.50| | SODDING | | | 0036 701-51195 88.500 m | 115.00000 10177.50| | PILE, STEEL H, HP 310 X 79 | | | 0037 701-91792 14.000 EACH| 125.00000 1750.00| | PILE TIP, STEEL H | | | 0038 703-51030 2362.000 kg | 1.35000 3188.70| | REINFORCING STEEL | | | 0039 703-51032 20563.000 kg | 1.50000 30844.50| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 722,000.00 ROUTE : CR 525E CALL ORDER : 451 CONTRACT ID : B -26544-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51002 131.700 m3 | 575.00000 75727.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1150.00000 4600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51020 20.200 m3 | 525.00000 10605.00| | CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL | | | 0044 711-51038 LUMP| 239850.00000 239850.00| | STRUCTURAL STEEL | | | 0045 711-51070 8.000 EACH| 90.00000 720.00| | ANCHOR PLATE, AP 1 | | | 0046 715-05119 44.000 m | 68.00000 2992.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0047 715-05168 30.000 m | 62.00000 1860.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-05407 32.000 m | 58.00000 1856.00| | PIPE, END BENT DRAIN, 150 mm | | | 0049 715-46000 4.000 EACH| 200.00000 800.00| | PIPE END SECTION, 300 mm | | | 0050 715-46005 6.000 EACH| 210.00000 1260.00| | PIPE END SECTION, 375 mm | | | 0051 801-04308 4.000 EACH| 525.00000 2100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 4.000 EACH| 165.00000 660.00| | BARRICADE, IIIA | | | 0053 801-06606 4.000 EACH| 185.00000 740.00| | BARRICADE, IIIB | | | 0054 801-06625 4.000 EACH| 115.00000 460.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 10.000 EACH| 150.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0056 808-06713 920.000 m | 1.40000 1288.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 920.000 m | 1.40000 1288.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 696,633.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 696,633.79| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9985020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 446,393.70 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 463,608.95 103.8565% 3 35-1057237 MCCOY, R.L., INC. $ 494,982.55 110.8847% 4 35-1374866 PRIMCO, INC. $ 511,744.62 114.6397% 5 35-1523985 WIRTZ & YATES, INC. $ 528,075.44 118.2981% 6 35-1817530 PIONEER ASSOCIATES, INC. $ 537,641.25 120.4410% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1057237 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., 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| 4300.00000 4300.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2800.00000 16800.00| 900.00000 5400.00| 2300.00000 13800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 23000.00000 23000.00| 24700.00000 24700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 582.500 LFT | 4.10000 2388.25| 5.50000 3203.75| 4.10000 2388.25 GUARDRAIL, REMOVE | | | 0005 202-02272 50.000 LFT | 10.00000 500.00| 27.00000 1350.00| 10.00000 500.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-51328 LUMP| 74500.00000 74500.00| 85000.00000 85000.00| 98700.00000 98700.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 814.000 SYS | 3.00000 2442.00| 3.70000 3011.80| 7.00000 5698.00 SURFACE MILLING, ASPHALT | | | 0008 303-52308 176.000 TON | 32.65000 5746.40| 24.00000 4224.00| 22.00000 3872.00 COMPACTED AGGREGATE, O, 53 | | | 0009 601-01522 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0010 601-01626 1.000 EACH| 1400.00000 1400.00| 1850.00000 1850.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0011 601-06037 4.000 EACH| 500.00000 2000.00| 575.00000 2300.00| 500.00000 2000.00 GUARDRAIL END TREATMENT, I | | | 0012 601-99105 350.000 LFT | 9.10000 3185.00| 11.00000 3850.00| 9.10000 3185.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1057237 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 602-06729 12.000 EACH| 10.00000 120.00| 10.50000 126.00| 10.00000 120.00 BARRIER DELINEATOR | | | 0014 610-05527 134.000 TON | 64.50000 8643.00| 80.00000 10720.00| 65.00000 8710.00 HMA FOR APPROACHES | | | 0015 610-06257 174.000 SYS | 58.40000 10161.60| 47.00000 8178.00| 72.00000 12528.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0016 616-02320 330.000 SYS | 2.30000 759.00| 3.80000 1254.00| 3.00000 990.00 GEOTEXTILES | | | 0017 616-06405 267.000 TON | 23.70000 6327.90| 26.00000 6942.00| 24.00000 6408.00 RIPRAP, REVETMENT | | | 0018 619-05926 LUMP| 6600.00000 6600.00| 5500.00000 5500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | 0019 619-51859 LUMP| 24000.00000 24000.00| 16500.00000 16500.00| 12000.00000 12000.00 PAINT STEEL BRIDGE | | | 0020 619-61000 LUMP| 44000.00000 44000.00| 32000.00000 32000.00| 24000.00000 24000.00 CLEAN STEEL BRIDGE | | | 0021 621-06574 18.000 SYS | 60.00000 1080.00| 70.00000 1260.00| 57.00000 1026.00 SODDING | | | 0022 702-51005 11.300 CYS | 350.00000 3955.00| 800.00000 9040.00| 1800.00000 20340.00 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51100 217.000 LBS | 2.60000 564.20| 4.20000 911.40| 3.00000 651.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0024 702-51110 1288.000 LBS | 2.60000 3348.80| 1.60000 2060.80| 6.00000 7728.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-51863 72.000 EACH| 11.00000 792.00| 12.00000 864.00| 12.00000 864.00 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-06029 92063.000 LBS | 0.45000 41428.35| 0.65000 59840.95| 0.60000 55237.80 REINFORCING BARS, EPOXY COATED | | | 0027 703-97703 78.000 EACH| 12.50000 975.00| 21.00000 1638.00| 15.00000 1170.00 THREADED BAR SPLICE, EPOXY COATED | | | 0028 704-51002 269.600 CYS | 350.00000 94360.00| 375.00000 101100.00| 325.00000 87620.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1050.00000 4200.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 515.200 LFT | 24.75000 12751.20| 30.00000 15456.00| 25.00000 12880.00 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 5900.00000 5900.00| 9000.00000 9000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0032 711-51038 LUMP| 17150.00000 17150.00| 9000.00000 9000.00| 20000.00000 20000.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1212938 |(3) 35-1057237 |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 711-51877 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| 20000.00000 20000.00 JACKING AND SUPPORTING BEAMS | | | 0034 711-95290 15.000 LFT | 64.00000 960.00| 62.00000 930.00| 60.00000 900.00 FIELD WELDING | | | 0035 711-96479 40.000 EACH| 17.00000 680.00| 20.00000 800.00| 15.00000 600.00 BOLT, REMOVE | | | 0036 711-96800 1725.000 EACH| 2.00000 3450.00| 2.25000 3881.25| 2.00000 3450.00 STUD SHEAR CONNECTOR | | | 0037 726-92406 10.000 EACH| 730.00000 7300.00| 375.00000 3750.00| 700.00000 7000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0038 801-04308 4.000 EACH| 240.00000 960.00| 275.00000 1100.00| 195.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 4.000 EACH| 80.00000 320.00| 100.00000 400.00| 83.00000 332.00 BARRICADE, IIIA | | | 0040 801-06606 4.000 EACH| 120.00000 480.00| 145.00000 580.00| 100.00000 400.00 BARRICADE, IIIB | | | 0041 801-06625 22.000 EACH| 60.00000 1320.00| 80.00000 1760.00| 65.00000 1430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 12.000 EACH| 98.00000 1176.00| 125.00000 1500.00| 120.00000 1440.00 CONSTRUCTION SIGN, A | | | 0043 808-06712 320.000 LFT | 1.00000 320.00| 1.10000 352.00| 0.85000 272.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1250.000 LFT | 1.00000 1250.00| 1.10000 1375.00| 0.85000 1062.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 446,393.70| $ 463,608.95| $ 494,982.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,393.70| $ 463,608.95| $ 494,982.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1523985 |(6) 35-1817530 |PRIMCO, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, 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| 4005.20000 4005.20| 10000.00000 10000.00| 3200.00000 3200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2358.92000 14153.52| 2500.00000 15000.00| 1200.00000 7200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25509.40000 25509.40| 25000.00000 25000.00| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 582.500 LFT | 3.00000 1747.50| 4.61000 2685.33| 4.10000 2388.25 GUARDRAIL, REMOVE | | | 0005 202-02272 50.000 LFT | 18.00000 900.00| 12.00000 600.00| 16.70000 835.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-51328 LUMP| 137374.98000 137374.98| 90000.00000 90000.00| 94840.00000 94840.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 814.000 SYS | 6.00000 4884.00| 3.40000 2767.60| 1.80000 1465.20 SURFACE MILLING, ASPHALT | | | 0008 303-52308 176.000 TON | 21.75000 3828.00| 16.00000 2816.00| 40.60000 7145.60 COMPACTED AGGREGATE, O, 53 | | | 0009 601-01522 4.000 EACH| 1200.00000 4800.00| 1344.00000 5376.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0010 601-01626 1.000 EACH| 1400.00000 1400.00| 1568.00000 1568.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0011 601-06037 4.000 EACH| 500.00000 2000.00| 560.00000 2240.00| 500.00000 2000.00 GUARDRAIL END TREATMENT, I | | | 0012 601-99105 350.000 LFT | 9.10000 3185.00| 10.20000 3570.00| 9.10000 3185.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0013 602-06729 12.000 EACH| 10.10000 121.20| 12.00000 144.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0014 610-05527 134.000 TON | 60.00000 8040.00| 85.00000 11390.00| 65.00000 8710.00 HMA FOR APPROACHES | | | 0015 610-06257 174.000 SYS | 60.00000 10440.00| 46.00000 8004.00| 51.40000 8943.60 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0016 616-02320 330.000 SYS | 2.50000 825.00| 4.00000 1320.00| 1.50000 495.00 GEOTEXTILES | | | 0017 616-06405 267.000 TON | 26.00000 6942.00| 18.00000 4806.00| 22.40000 5980.80 RIPRAP, REVETMENT | | | 0018 619-05926 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 6000.00000 6000.00 ENVIRONMENTAL CONTROL | | | 0019 619-51859 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 22000.00000 22000.00 PAINT STEEL BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1523985 |(6) 35-1817530 |PRIMCO, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 619-61000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 41000.00000 41000.00 CLEAN STEEL BRIDGE | | | 0021 621-06574 18.000 SYS | 57.00000 1026.00| 12.00000 216.00| 20.10000 361.80 SODDING | | | 0022 702-51005 11.300 CYS | 1200.00000 13560.00| 400.00000 4520.00| 2310.00000 26103.00 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51100 217.000 LBS | 11.00000 2387.00| 5.00000 1085.00| 5.90000 1280.30 DRAIN PIPE, CAST IRON, 6 IN. | | | 0024 702-51110 1288.000 LBS | 2.50000 3220.00| 3.00000 3864.00| 1.60000 2060.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 702-51863 72.000 EACH| 12.25000 882.00| 6.00000 432.00| 12.30000 885.60 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-06029 92063.000 LBS | 0.60000 55237.80| 0.45250 41658.51| 0.60000 55237.80 REINFORCING BARS, EPOXY COATED | | | 0027 703-97703 78.000 EACH| 21.00000 1638.00| 20.00000 1560.00| 19.10000 1489.80 THREADED BAR SPLICE, EPOXY COATED | | | 0028 704-51002 269.600 CYS | 450.00000 121320.00| 400.00000 107840.00| 510.00000 137496.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1050.00000 4200.00| 1200.00000 4800.00| 1210.00000 4840.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 515.200 LFT | 29.05000 14966.56| 30.00000 15456.00| 24.75000 12751.20 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3739.96000 3739.96| 6000.00000 6000.00| 7500.00000 7500.00 SURFACE SEAL | | | 0032 711-51038 LUMP| 5400.00000 5400.00| 20000.00000 20000.00| 7360.00000 7360.00 STRUCTURAL STEEL | | | 0033 711-51877 LUMP| 6000.00000 6000.00| 20000.00000 20000.00| 13980.00000 13980.00 JACKING AND SUPPORTING BEAMS | | | 0034 711-95290 15.000 LFT | 66.00000 990.00| 70.00000 1050.00| 360.00000 5400.00 FIELD WELDING | | | 0035 711-96479 40.000 EACH| 5.00000 200.00| 20.00000 800.00| 17.50000 700.00 BOLT, REMOVE | | | 0036 711-96800 1725.000 EACH| 1.80000 3105.00| 2.00000 3450.00| 1.80000 3105.00 STUD SHEAR CONNECTOR | | | 0037 726-92406 10.000 EACH| 300.00000 3000.00| 605.00000 6050.00| 318.90000 3189.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0038 801-04308 4.000 EACH| 195.00000 780.00| 450.00000 1800.00| 195.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 4.000 EACH| 83.00000 332.00| 280.00000 1120.00| 83.00000 332.00 BARRICADE, IIIA | | | 0040 801-06606 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 100.00000 400.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 480,000.00 ROUTE : CR 200W CALL ORDER : 471 CONTRACT ID : B -26551-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1523985 |(6) 35-1817530 |PRIMCO, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06625 22.000 EACH| 65.00000 1430.00| 180.00000 3960.00| 65.00000 1430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 12.000 EACH| 120.00000 1440.00| 350.00000 4200.00| 120.00000 1440.00 CONSTRUCTION SIGN, A | | | 0043 808-06712 320.000 LFT | 0.85000 272.00| 1.10000 352.00| 0.85000 272.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 1250.000 LFT | 0.85000 1062.50| 1.10000 1375.00| 0.85000 1062.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 511,744.62| $ 528,075.44| $ 537,641.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 511,744.62| $ 528,075.44| $ 537,641.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/16/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3768006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 376,598.46 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 387,006.91 102.7638% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 411,841.76 109.3583% 4 35-1058755 BAKER & SCHULTZ, INC. CONDITIONAL BID $ 434,644.31 115.4131% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 466,790.12 123.9490% 6 35-1817574 YARDBERRY LANDSCAPE $ 469,579.02 124.6895% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 533,264.56 141.6003% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1912582 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, 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| 7400.00000 7400.00| 5763.00000 5763.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1100.00000 8800.00| 1300.00000 10400.00| 1650.00000 13200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20900.00000 20900.00| 19350.00000 19350.00| 19800.00000 19800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5498.00000 5498.00| 2000.00000 2000.00| 4400.00000 4400.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 14320.00000 14320.00| 21147.00000 21147.00| 7700.00000 7700.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 39.500 m | 25.00000 987.50| 100.00000 3950.00| 220.00000 8690.00 PIPE, REMOVE | | | 0007 203-02000 986.000 m3 | 16.36000 16130.96| 8.00000 7888.00| 11.00000 10846.00 EXCAVATION, COMMON | | | 0008 205-06931 56.000 Mg | 28.00000 1568.00| 20.00000 1120.00| 44.00000 2464.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 206-51220 885.000 m3 | 5.00000 4425.00| 18.31000 16204.35| 13.20000 11682.00 EXCAVATION, WET | | | 0010 206-51225 258.000 m3 | 5.00000 1290.00| 18.31000 4723.98| 11.00000 2838.00 EXCAVATION, DRY | | | 0011 207-07502 1326.000 m2 | 3.00000 3978.00| 2.00000 2652.00| 14.30000 18961.80 SUBGRADE TREATMENT, TYPE D | | | 0012 211-02050 767.000 m3 | 26.00000 19942.00| 19.22000 14741.74| 27.50000 21092.50 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1912582 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 1016.000 Mg | 21.00000 21336.00| 15.74000 15991.84| 16.50000 16764.00 COMPACTED AGGREGATE, O, 53 | | | 0014 304-07493 22.000 Mg | 57.50000 1265.00| 64.41000 1417.02| 62.70000 1379.40 HMA WIDENING, TYPE B | | | 0015 402-07432 149.000 Mg | 57.50000 8567.50| 64.41000 9597.09| 66.00000 9834.00 HMA TYPE A, SURFACE | | | 0016 402-07433 63.000 Mg | 57.50000 3622.50| 64.41000 4057.83| 66.00000 4158.00 HMA TYPE B, SURFACE | | | 0017 402-07438 86.000 Mg | 57.50000 4945.00| 64.41000 5539.26| 62.70000 5392.20 HMA TYPE B, INTERMEDIATE | | | 0018 402-07441 164.000 Mg | 57.50000 9430.00| 64.41000 10563.24| 62.70000 10282.80 HMA TYPE B, BASE | | | 0019 404-05511 828.000 m2 | 5.00000 4140.00| 5.65000 4678.20| 5.50000 4554.00 SEAL COAT, 2 | | | 0020 405-05518 828.000 m2 | 1.50000 1242.00| 1.70000 1407.60| 1.65000 1366.20 ASPHALT FOR PRIME COAT | | | 0021 406-05521 1320.000 m2 | 0.30000 396.00| 0.23000 303.60| 0.22000 290.40 ASPHALT FOR TACK COAT | | | 0022 601-05071 1.000 EACH| 1800.00000 1800.00| 2017.00000 2017.00| 1980.00000 1980.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-94689 3.000 EACH| 2000.00000 6000.00| 2220.00000 6660.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 810.00000 810.00| 900.00000 900.00| 880.00000 880.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 160.020 m | 31.00000 4960.62| 34.00000 5440.68| 33.00000 5280.66 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 615-06490 13.000 EACH| 110.00000 1430.00| 123.00000 1599.00| 121.00000 1573.00 RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH| 475.00000 950.00| 509.00000 1018.00| 495.00000 990.00 MONUMENT, B | | | 0028 616-02320 418.000 m2 | 2.71000 1132.78| 2.00000 836.00| 2.75000 1149.50 GEOTEXTILES | | | 0029 616-05689 339.000 Mg | 25.00000 8475.00| 21.76000 7376.64| 33.00000 11187.00 RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 735.00000 1470.00| 622.00000 1244.00| 808.50000 1617.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.500 Mg | 800.00000 400.00| 768.00000 384.00| 831.60000 415.80 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1912582 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06553 76.000 kg | 10.00000 760.00| 8.08000 614.08| 8.80000 668.80 SEED MIXTURE, R | | | 0033 621-06557 76.000 kg | 13.00000 988.00| 10.28000 781.28| 13.42000 1019.92 SEED MIXTURE, T | | | 0034 621-06565 3.600 Mg | 600.00000 2160.00| 588.00000 2116.80| 635.80000 2288.88 MULCHING MATERIAL | | | 0035 621-06567 10.000 kL | 0.01000 0.10| 1.49000 14.90| 1.10000 11.00 WATER | | | 0036 621-06574 525.000 m2 | 7.70000 4042.50| 5.20000 2730.00| 8.80000 4620.00 SODDING | | | 0037 714-06572 47.240 m | 3660.00000 172898.40| 3817.00000 180315.08| 3795.00000 179275.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0038 715-05169 25.000 m | 46.24000 1156.00| 59.08000 1477.00| 71.50000 1787.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 4.000 EACH| 170.65000 682.60| 181.93000 727.72| 385.00000 1540.00 PIPE END SECTION, 375 mm | | | 0040 801-04308 2.000 EACH| 700.00000 1400.00| 158.00000 316.00| 660.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 20.000 EACH| 85.00000 1700.00| 110.00000 2200.00| 93.50000 1870.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 10.000 EACH| 10.00000 100.00| 79.00000 790.00| 11.00000 110.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 5.00000 10.00| 40.00000 80.00| 5.50000 11.00 CONSTRUCTION SIGN, B | | | 0044 801-07118 12.000 m | 23.00000 276.00| 90.00000 1080.00| 24.20000 290.40 BARRICADE, III-A | | | 0045 801-07119 6.000 m | 25.00000 150.00| 102.00000 612.00| 26.40000 158.40 BARRICADE, III-B | | | 0046 808-06713 460.000 m | 1.00000 460.00| 0.68000 312.80| 1.10000 506.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 3170.000 m | 0.50000 1585.00| 0.40000 1268.00| 0.55000 1743.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 621-02770 106.000 m2 | 3.00000 318.00| 2.03000 215.18| 3.30000 349.80 EROSION CONTROL BLANKET | | | 0049 621-06548 5.000 kg | 60.00000 300.00| 77.00000 385.00| 60.50000 302.50 SEED MIXTURE, CV | | | SECTION TOTALS | $ 376,598.46| $ 387,006.91| $ 411,841.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,598.46| $ 387,006.91| $ 411,841.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2070195 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE 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| 5000.00000 5000.00| 8000.00000 8000.00| 6800.00000 6800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2850.00000 22800.00| 1850.00000 14800.00| 2200.00000 17600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16600.00000 16600.00| 24700.00000 24700.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4300.00000 4300.00| 4500.00000 4500.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 8100.00000 8100.00| 10000.00000 10000.00| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 39.500 m | 328.00000 12956.00| 250.00000 9875.00| 59.00000 2330.50 PIPE, REMOVE | | | 0007 203-02000 986.000 m3 | 22.50000 22185.00| 14.50000 14297.00| 16.00000 15776.00 EXCAVATION, COMMON | | | 0008 205-06931 56.000 Mg | 28.00000 1568.00| 30.00000 1680.00| 38.00000 2128.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 206-51220 885.000 m3 | 5.70000 5044.50| 25.00000 22125.00| 16.00000 14160.00 EXCAVATION, WET | | | 0010 206-51225 258.000 m3 | 5.80000 1496.40| 15.00000 3870.00| 15.00000 3870.00 EXCAVATION, DRY | | | 0011 207-07502 1326.000 m2 | 13.75000 18232.50| 13.50000 17901.00| 13.75000 18232.50 SUBGRADE TREATMENT, TYPE D | | | 0012 211-02050 767.000 m3 | 19.00000 14573.00| 25.00000 19175.00| 28.00000 21476.00 B BORROW | | | 0013 303-52308 1016.000 Mg | 20.50000 20828.00| 20.50000 20828.00| 24.00000 24384.00 COMPACTED AGGREGATE, O, 53 | | | 0014 304-07493 22.000 Mg | 57.00000 1254.00| 68.57000 1508.54| 62.70000 1379.40 HMA WIDENING, TYPE B | | | 0015 402-07432 149.000 Mg | 57.00000 8493.00| 68.57000 10216.93| 62.70000 9342.30 HMA TYPE A, SURFACE | | | 0016 402-07433 63.000 Mg | 57.00000 3591.00| 68.57000 4319.91| 62.70000 3950.10 HMA TYPE B, SURFACE | | | 0017 402-07438 86.000 Mg | 57.00000 4902.00| 68.57000 5897.02| 62.70000 5392.20 HMA TYPE B, INTERMEDIATE | | | 0018 402-07441 164.000 Mg | 57.00000 9348.00| 68.57000 11245.48| 62.70000 10282.80 HMA TYPE B, BASE | | | 0019 404-05511 828.000 m2 | 5.00000 4140.00| 5.00000 4140.00| 6.00000 4968.00 SEAL COAT, 2 | | | 0020 405-05518 828.000 m2 | 1.50000 1242.00| 1.50000 1242.00| 1.75000 1449.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2070195 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 1320.000 m2 | 0.20000 264.00| 0.20000 264.00| 0.35000 462.00 ASPHALT FOR TACK COAT | | | 0022 601-05071 1.000 EACH| 1785.00000 1785.00| 2500.00000 2500.00| 1963.50000 1963.50 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-94689 3.000 EACH| 1965.00000 5895.00| 2000.00000 6000.00| 2161.50000 6484.50 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 800.00000 800.00| 1900.00000 1900.00| 880.00000 880.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 160.020 m | 30.00000 4800.60| 29.00000 4640.58| 34.00000 5440.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 615-06490 13.000 EACH| 109.00000 1417.00| 135.00000 1755.00| 120.00000 1560.00 RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH| 450.00000 900.00| 935.00000 1870.00| 495.00000 990.00 MONUMENT, B | | | 0028 616-02320 418.000 m2 | 0.75000 313.50| 3.50000 1463.00| 4.75000 1985.50 GEOTEXTILES | | | 0029 616-05689 339.000 Mg | 32.55000 11034.45| 36.00000 12204.00| 38.00000 12882.00 RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 735.00000 1470.00| 1000.00000 2000.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.500 Mg | 756.00000 378.00| 756.00000 378.00| 500.00000 250.00 FERTILIZER | | | 0032 621-06553 76.000 kg | 7.96000 604.96| 7.96000 604.96| 18.50000 1406.00 SEED MIXTURE, R | | | 0033 621-06557 76.000 kg | 12.20000 927.20| 12.20000 927.20| 5.00000 380.00 SEED MIXTURE, T | | | 0034 621-06565 3.600 Mg | 578.00000 2080.80| 578.00000 2080.80| 485.00000 1746.00 MULCHING MATERIAL | | | 0035 621-06567 10.000 kL | 0.55000 5.50| 0.55000 5.50| 10.00000 100.00 WATER | | | 0036 621-06574 525.000 m2 | 7.70000 4042.50| 9.70000 5092.50| 7.00000 3675.00 SODDING | | | 0037 714-06572 47.240 m | 4300.00000 203132.00| 4260.00000 201242.40| 4014.44000 189642.14 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0038 715-05169 25.000 m | 60.00000 1500.00| 70.00000 1750.00| 110.00000 2750.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 4.000 EACH| 190.00000 760.00| 375.00000 1500.00| 1005.00000 4020.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-2070195 |(6) 35-1817574 |BAKER & SCHULTZ, INC. |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-04308 2.000 EACH| 600.00000 1200.00| 140.00000 280.00| 660.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 20.000 EACH| 85.00000 1700.00| 100.00000 2000.00| 93.50000 1870.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 10.000 EACH| 10.00000 100.00| 70.00000 700.00| 15.00000 150.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 5.00000 10.00| 50.00000 100.00| 10.00000 20.00 CONSTRUCTION SIGN, B | | | 0044 801-07118 12.000 m | 22.00000 264.00| 180.00000 2160.00| 24.50000 294.00 BARRICADE, III-A | | | 0045 801-07119 6.000 m | 24.00000 144.00| 190.00000 1140.00| 26.40000 158.40 BARRICADE, III-B | | | 0046 808-06713 460.000 m | 0.94000 432.40| 0.50000 230.00| 1.25000 575.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 3170.000 m | 0.46000 1458.20| 0.35000 1109.50| 0.55000 1743.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 621-02770 106.000 m2 | 2.80000 296.80| 2.80000 296.80| 10.00000 1060.00 EROSION CONTROL BLANKET | | | 0049 621-06548 5.000 kg | 55.00000 275.00| 55.00000 275.00| 150.00000 750.00 SEED MIXTURE, CV | | | SECTION TOTALS | $ 434,644.31| $ 466,790.12| $ 469,579.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,644.31| $ 466,790.12| $ 469,579.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 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| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1250.00000 10000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 26500.00000 26500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4800.00000 4800.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-96133 39.500 m | 100.00000 3950.00| | PIPE, REMOVE | | | 0007 203-02000 986.000 m3 | 17.50000 17255.00| | EXCAVATION, COMMON | | | 0008 205-06931 56.000 Mg | 27.50000 1540.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 206-51220 885.000 m3 | 77.50000 68587.50| | EXCAVATION, WET | | | 0010 206-51225 258.000 m3 | 15.00000 3870.00| | EXCAVATION, DRY | | | 0011 207-07502 1326.000 m2 | 13.50000 17901.00| | SUBGRADE TREATMENT, TYPE D | | | 0012 211-02050 767.000 m3 | 28.00000 21476.00| | B BORROW | | | 0013 303-52308 1016.000 Mg | 20.00000 20320.00| | COMPACTED AGGREGATE, O, 53 | | | 0014 304-07493 22.000 Mg | 62.50000 1375.00| | HMA WIDENING, TYPE B | | | 0015 402-07432 149.000 Mg | 62.50000 9312.50| | HMA TYPE A, SURFACE | | | 0016 402-07433 63.000 Mg | 62.50000 3937.50| | HMA TYPE B, SURFACE | | | 0017 402-07438 86.000 Mg | 62.50000 5375.00| | HMA TYPE B, INTERMEDIATE | | | 0018 402-07441 164.000 Mg | 62.50000 10250.00| | HMA TYPE B, BASE | | | 0019 404-05511 828.000 m2 | 5.50000 4554.00| | SEAL COAT, 2 | | | 0020 405-05518 828.000 m2 | 1.50000 1242.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 1320.000 m2 | 0.20000 264.00| | ASPHALT FOR TACK COAT | | | 0022 601-05071 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0023 601-94689 3.000 EACH| 2250.00000 6750.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 800.00000 800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 160.020 m | 33.00000 5280.66| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 615-06490 13.000 EACH| 110.00000 1430.00| | RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH| 475.00000 950.00| | MONUMENT, B | | | 0028 616-02320 418.000 m2 | 3.30000 1379.40| | GEOTEXTILES | | | 0029 616-05689 339.000 Mg | 27.50000 9322.50| | RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.500 Mg | 700.00000 350.00| | FERTILIZER | | | 0032 621-06553 76.000 kg | 7.50000 570.00| | SEED MIXTURE, R | | | 0033 621-06557 76.000 kg | 10.00000 760.00| | SEED MIXTURE, T | | | 0034 621-06565 3.600 Mg | 600.00000 2160.00| | MULCHING MATERIAL | | | 0035 621-06567 10.000 kL | 1.00000 10.00| | WATER | | | 0036 621-06574 525.000 m2 | 5.00000 2625.00| | SODDING | | | 0037 714-06572 47.240 m | 4800.00000 226752.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0038 715-05169 25.000 m | 67.50000 1687.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/23/02 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,376.00 ROUTE : SR 1 CALL ORDER : 491 CONTRACT ID : B -26567-A COUNTIES : RANDOLPH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-04308 2.000 EACH| 180.00000 360.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 20.000 EACH| 100.00000 2000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 10.000 EACH| 100.00000 1000.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0044 801-07118 12.000 m | 120.00000 1440.00| | BARRICADE, III-A | | | 0045 801-07119 6.000 m | 120.00000 720.00| | BARRICADE, III-B | | | 0046 808-06713 460.000 m | 0.60000 276.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 3170.000 m | 0.50000 1585.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 621-02770 106.000 m2 | 2.00000 212.00| | EROSION CONTROL BLANKET | | | 0049 621-06548 5.000 kg | 75.00000 375.00| | SEED MIXTURE, CV | | | SECTION TOTALS | $ 533,264.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 533,264.56| | ====================================================================================================================================