INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 2,080,586.82 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,238,449.59 107.5874% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 2,481,496.00 119.2690% ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 12000.00000 12000.00| 1333.25000 1333.25 CONSTRUCTION ENGINEERING | | | 0006 105-07039 12.000 MOS | 2050.00000 24600.00| 2600.00000 31200.00| 1914.84000 22978.08 FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 100000.00000 100000.00| 105000.00000 105000.00| 120041.76000 120041.76 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 3378.72000 3378.72 CLEARING RIGHT OF WAY | | | 0013 202-02240 6999.000 SYS | 7.15000 50042.85| 13.00000 90987.00| 7.95000 55642.05 PAVEMENT REMOVAL | | | 0014 202-02241 700.000 LFT | 3.75000 2625.00| 3.75000 2625.00| 3.75000 2625.00 GUARDRAIL, REMOVE | | | 0015 202-02272 882.000 LFT | 6.45000 5688.90| 5.00000 4410.00| 8.23000 7258.86 PAVED SIDE DITCH, REMOVE | | | 0016 202-02286 1.000 EACH | 176000.00000 176000.00| 342851.70000 342851.70| 160368.09000 160368.09 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 202-91385 2.000 EACH | 341.00000 682.00| 500.00000 1000.00| 262.30000 524.60 INLET, REMOVE | | | 0018 202-99626 1.000 EACH | 820.00000 820.00| 2250.00000 2250.00| 820.00000 820.00 FOUNDATION FOR SIGNING, REMOVE | | | 0019 203-02000 4075.000 CYS | 9.10000 37082.50| 12.00000 48900.00| 16.54000 67400.50 EXCAVATION, COMMON | | | 0020 203-02070 1310.000 CYS | 13.60000 17816.00| 3.00000 3930.00| 6.50000 8515.00 BORROW | | | 0021 203-51223 1120.000 CYS | 13.60000 15232.00| 14.00000 15680.00| 5.46000 6115.20 EXCAVATION, WATERWAY | | | 0022 205-03371 20.000 CYS | 27.10000 542.00| 75.00000 1500.00| 46.23000 924.60 SEDIMENT, REMOVE | | | 0023 205-06931 71.500 TON | 38.50000 2752.75| 80.00000 5720.00| 55.59000 3974.69 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 72.000 LFT | 12.50000 900.00| 12.50000 900.00| 12.50000 900.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06937 400.000 LFT | 1.60000 640.00| 1.60000 640.00| 1.60000 640.00 TEMPORARY SILT FENCE | | | 0026 206-93520 100.000 SFT | 61.00000 6100.00| 100.00000 10000.00| 62.22000 6222.00 TEMPORARY SHEET PILING | | | 0027 207-08268 12493.000 SYS | 11.50000 143669.50| 9.50000 118683.50| 17.89000 223499.77 SUBGRADE TREATMENT, TYPE IV | | | 0028 211-07454 67.400 CYS | 17.85000 1203.09| 50.00000 3370.00| 41.74000 2813.28 STRUCTURE BACKFILL | | | 0029 213-04324 13.400 CYS | 127.00000 1701.80| 100.00000 1340.00| 228.25000 3058.55 FLOWABLE FILL | | | 0030 301-07448 2333.000 TON | 16.60000 38727.80| 18.00000 41994.00| 23.07000 53822.31 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08043 800.000 SYS | 3.00000 2400.00| 8.00000 6400.00| 4.30000 3440.00 MILLING, TRANSITION | | | 0033 401-06264 LUMP | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 PROFILOGRAPH, HMA | | | 0034 401-07334 1066.000 TON | 48.00000 51168.00| 48.00000 51168.00| 48.00000 51168.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0035 401-07403 2125.000 TON | 37.50000 79687.50| 37.50000 79687.50| 37.50000 79687.50 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 4331.000 TON | 34.80000 150718.80| 34.80000 150718.80| 34.80000 150718.80 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 402-07453 450.000 TON | 60.00000 27000.00| 45.70000 20565.00| 135.31000 60889.50 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 406-05520 5.800 TON | 440.00000 2552.00| 440.00000 2552.00| 440.00000 2552.00 ASPHALT FOR TACK COAT | | | 0039 601-01522 6.000 EACH | 1775.00000 10650.00| 1775.00000 10650.00| 1775.00000 10650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-05999 2.000 EACH | 48.00000 96.00| 48.00000 96.00| 48.00000 96.00 CURVED TERMINAL END | | | 0041 601-06035 700.000 LFT | 4.00000 2800.00| 4.00000 2800.00| 4.00000 2800.00 GUARDRAIL, RESET | | | 0042 601-06228 1.000 EACH | 61500.00000 61500.00| 61500.00000 61500.00| 61500.00000 61500.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0043 601-06411 1.000 EACH | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | CR, W1, TL-3 | | | 0044 601-94689 2.000 EACH | 2075.00000 4150.00| 2075.00000 4150.00| 2075.00000 4150.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-94690 2.000 EACH | 3375.00000 6750.00| 3375.00000 6750.00| 3375.00000 6750.00 GUARDRAIL END TREATMENT, MS | | | 0046 601-97774 2.000 EACH | 625.00000 1250.00| 625.00000 1250.00| 625.00000 1250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-97803 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0048 601-99105 518.750 LFT | 13.65000 7080.94| 13.65000 7080.94| 13.65000 7080.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 601-99108 1734.250 LFT | 20.10000 34858.43| 20.10000 34858.43| 20.10000 34858.43 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0050 602-02098 1.000 EACH | 2280.00000 2280.00| 3000.00000 3000.00| 4693.50000 4693.50 MEDIAN BARRIER RAIL TRANSITION | | | 0051 602-06729 20.000 EACH | 3.95000 79.00| 6.00000 120.00| 6.00000 120.00 BARRIER DELINEATOR | | | 0052 602-06944 90.000 LFT | 70.00000 6300.00| 55.00000 4950.00| 279.93000 25193.70 BARRIER, CONCRETE, 33 IN. | | | 0053 603-92636 2300.000 LFT | 13.20000 30360.00| 13.20000 30360.00| 13.20000 30360.00 FENCE, CHAIN LINK, 72 IN. | | | 0054 609-06259 511.000 SYS | 61.00000 31171.00| 50.00000 25550.00| 112.36000 57415.96 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 610-07486 329.250 TON | 50.50000 16627.13| 50.50000 16627.13| 50.50000 16627.13 HMA FOR APPROACHES, TYPE A | | | 0056 616-02320 2142.000 SYS | 2.50000 5355.00| 2.62000 5612.04| 2.38000 5097.96 GEOTEXTILES | | | 0057 616-06405 722.000 TON | 28.90000 20865.80| 36.00000 25992.00| 27.48000 19840.56 RIPRAP, REVETMENT | | | 0058 616-93019 944.000 SYS | 23.00000 21712.00| 38.00000 35872.00| 48.58000 45859.52 RIPRAP, GROUTED, 18 IN. | | | 0059 621-01004 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-06545 0.530 TON | 858.00000 454.74| 858.00000 454.74| 858.00000 454.74 FERTILIZER | | | 0062 622-52436 2.000 EACH | 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 110.000 EACH | 10.50000 1155.00| 10.50000 1155.00| 10.50000 1155.00 SEEDLING | | | 0064 701-96089 4216.000 LFT | 36.25000 152830.00| 35.00000 147560.00| 43.86000 184913.76 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0065 702-04433 12.000 EACH | 55.00000 660.00| 60.00000 720.00| 366.53000 4398.36 FLOOR DRAIN, PVC, 6 IN. | | | 0066 703-51032 122030.000 LBS | 0.88000 107386.40| 0.80000 97624.00| 0.67000 81760.10 REINFORCING STEEL, EPOXY COATED | | | 0067 704-05892 671.000 CYS | 583.00000 391193.00| 500.00000 335500.00| 799.00000 536129.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0068 706-05732 6.000 EACH | 1350.00000 8100.00| 1800.00000 10800.00| 2737.55000 16425.30 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 34.600 CYS | 444.00000 15362.40| 500.00000 17300.00| 1315.83000 45527.72 CONCRETE, C, RAILING | | | 0070 709-51821 LUMP | 5400.00000 5400.00| 5200.00000 5200.00| 5100.00000 5100.00 SURFACE SEAL | | | 0071 715-05149 14.000 LFT | 57.65000 807.10| 36.00000 504.00| 106.44000 1490.16 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0072 715-05151 120.000 LFT | 41.20000 4944.00| 31.00000 3720.00| 49.84000 5980.80 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0073 715-05171 81.000 LFT | 36.20000 2932.20| 38.00000 3078.00| 39.14000 3170.34 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0074 715-05173 88.000 LFT | 46.20000 4065.60| 45.00000 3960.00| 44.63000 3927.44 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-46000 1.000 EACH | 226.00000 226.00| 400.00000 400.00| 634.68000 634.68 PIPE END SECTION, 12 IN. | | | 0076 715-46005 2.000 EACH | 240.00000 480.00| 425.00000 850.00| 648.72000 1297.44 PIPE END SECTION, 15 IN. | | | 0077 715-46010 2.000 EACH | 257.00000 514.00| 500.00000 1000.00| 665.33000 1330.66 PIPE END SECTION, 18 IN. | | | 0078 715-46020 2.000 EACH | 291.00000 582.00| 550.00000 1100.00| 699.27000 1398.54 PIPE END SECTION, 24 IN. | | | 0079 720-44000 1.000 EACH | 350.00000 350.00| 450.00000 450.00| 1640.18000 1640.18 CASTING, ADJUST TO GRADE | | | 0080 720-45041 1.000 EACH | 2749.00000 2749.00| 2200.00000 2200.00| 1872.78000 1872.78 INLET, H5 | | | 0081 720-45041 1.000 EACH | 2749.00000 2749.00| 6200.00000 6200.00| 2071.36000 2071.36 INLET, H5 , WITH SLOTTED DRAINS | | | 0082 801-04308 3.000 EACH | 369.00000 1107.00| 350.00000 1050.00| 350.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0083 801-06196 5.000 EACH | 135.00000 675.00| 65.00000 325.00| 65.00000 325.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0084 801-06203 4050.000 LFT | 0.15000 607.50| 0.30000 1215.00| 0.30000 1215.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0085 801-06207 7762.000 LFT | 0.82000 6364.84| 0.79000 6131.98| 0.79000 6131.98 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06211 2.000 EACH | 118.00000 236.00| 79.00000 158.00| 79.00000 158.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06212 1.000 EACH | 158.00000 158.00| 122.00000 122.00| 122.00000 122.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0088 801-06625 42.000 EACH | 82.00000 3444.00| 60.00000 2520.00| 60.00000 2520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 32.000 EACH | 118.00000 3776.00| 99.00000 3168.00| 99.00000 3168.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 23.000 EACH | 38.00000 874.00| 40.00000 920.00| 40.00000 920.00 CONSTRUCTION SIGN, B | | | 0091 801-06710 1080.000 DAY | 10.00000 10800.00| 11.00000 11880.00| 11.00000 11880.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP | 12900.00000 12900.00| 8000.00000 8000.00| 6600.00000 6600.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 801-07023 4.000 EACH | 4600.00000 18400.00| 4600.00000 18400.00| 4600.00000 18400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0094 801-07118 270.000 LFT | 14.30000 3861.00| 25.00000 6750.00| 25.00000 6750.00 BARRICADE, III-A | | | 0095 801-07119 40.000 LFT | 18.95000 758.00| 25.00000 1000.00| 25.00000 1000.00 BARRICADE, III-B | | | 0096 801-08388 1215.000 LFT | 12.70000 15430.50| 21.00000 25515.00| 33.20000 40338.00 TEMPORARY TRAFFIC BARRIER | | | 0097 801-08389 210.000 LFT | 13.70000 2877.00| 21.00000 4410.00| 39.11000 8213.10 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0098 802-99392 1.000 EACH | 4985.00000 4985.00| 2500.00000 2500.00| 4985.00000 4985.00 OVERHEAD SIGN STRUCTURE, RESET, | | | CANTILEVER DOUBLE ARM | | | 0099 805-01844 30.000 LFT | 12.00000 360.00| 17.50000 525.00| 12.00000 360.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0100 805-86838 500.000 LFT | 1.22000 610.00| 4.50000 2250.00| 1.22000 610.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0101 807-02370 3.000 EACH | 300.00000 900.00| 1250.00000 3750.00| 300.00000 900.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0102 807-02428 3.000 EACH | 710.00000 2130.00| 1000.00000 3000.00| 710.00000 2130.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0103 807-03594 3.000 EACH | 300.00000 900.00| 1000.00000 3000.00| 300.00000 900.00 RELOCATE EXISTING LIGHT | | | 0104 807-07580 500.000 LFT | 5.60000 2800.00| 4.50000 2250.00| 5.60000 2800.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0105 807-86910 1.000 EACH | 22.00000 22.00| 29.10000 29.10| 22.00000 22.00 CONNECTOR KIT, UNFUSED | | | 0106 807-86915 2.000 EACH | 22.00000 44.00| 29.50000 59.00| 22.00000 44.00 CONNECTOR KIT, FUSED | | | 0107 807-86920 4.000 EACH | 21.00000 84.00| 16.50000 66.00| 21.00000 84.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0108 807-86930 6.000 EACH | 18.00000 108.00| 15.60000 93.60| 18.00000 108.00 INSULATION LINK, NONWATERPROOFED | | | 0109 807-87556 100.000 LFT | 1.00000 100.00| 0.20000 20.00| 1.00000 100.00 WIRE, THW OR TW, NO. 10 COPPER STRANDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 610 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,170,030.51 ROUTE : US 20 CALL ORDER : 610 CONTRACT ID : B -27708-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1339168 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 808-03002 1652.500 LFT | 0.36000 594.90| 0.85000 1404.63| 0.36000 594.90 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0111 808-03631 3487.000 LFT | 0.36000 1255.32| 0.85000 2963.95| 0.36000 1255.32 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0112 808-03632 4433.000 LFT | 0.36000 1595.88| 0.85000 3768.05| 0.36000 1595.88 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0113 808-05534 640.000 LFT | 0.66000 422.40| 1.50000 960.00| 0.66000 422.40 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0114 808-06716 6900.000 LFT | 0.45000 3105.00| 0.50000 3450.00| 0.50000 3450.00 LINE, REMOVE | | | 0115 808-07591 70.000 LFT | 13.50000 945.00| 6.50000 455.00| 13.50000 945.00 LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0116 808-74805 97.000 LFT | 14.25000 1382.25| 10.50000 1018.50| 14.25000 1382.25 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0117 808-74807 5.000 EACH | 185.00000 925.00| 325.00000 1625.00| 185.00000 925.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0118 808-74808 3.000 EACH | 190.00000 570.00| 465.00000 1395.00| 190.00000 570.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0119 808-74811 300.000 LFT | 0.45000 135.00| 1.13000 339.00| 0.45000 135.00 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0120 105-08520 3.000 EACH | 250.00000 750.00| 60.00000 180.00| 212.00000 636.00 CELLULAR TELEPHONE/RADIO | | | 0121 105-08521 36.000 MOS | 100.00000 3600.00| 25.00000 900.00| 100.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0122 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0123 621-06559 6500.000 SYS | 0.54000 3510.00| 0.54000 3510.00| 0.54000 3510.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 2,080,586.82| $ 2,238,449.59| $ 2,481,496.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,080,586.82| $ 2,238,449.59| $ 2,481,496.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 693,900.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 735,019.96 105.9259% 3 35-1310611 DUNCAN ROBERTSON INC $ 782,609.91 112.7842% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 950,338.42 136.9561% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON 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 | 4500.00000 4500.00| 4900.00000 4900.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1700.00000 10200.00| 1411.30000 8467.80| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 34400.00000 34400.00| 42689.00000 42689.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6600.00000 6600.00| 2373.00000 2373.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 1533.000 SYS | 7.00000 10731.00| 8.74000 13398.42| 15.00000 22995.00 PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH | 22000.00000 22000.00| 27337.00000 27337.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 1085.000 CYS | 14.50000 15732.50| 21.03000 22817.55| 12.00000 13020.00 EXCAVATION, COMMON | | | 0010 203-51223 177.000 CYS | 10.00000 1770.00| 14.51000 2568.27| 25.00000 4425.00 EXCAVATION, WATERWAY | | | 0011 205-06931 10.000 TON | 30.00000 300.00| 140.00000 1400.00| 25.00000 250.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 40.000 LFT | 10.50000 420.00| 6.50000 260.00| 5.00000 200.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 62.400 TON | 33.00000 2059.20| 25.00000 1560.00| 22.50000 1404.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 551.000 LFT | 2.10000 1157.10| 1.50000 826.50| 1.50000 826.50 TEMPORARY SILT FENCE | | | 0015 207-08264 2558.000 SYS | 6.00000 15348.00| 7.41000 18954.78| 5.00000 12790.00 SUBGRADE TREATMENT, TYPE II | | | 0016 207-08266 2653.000 SYS | 6.00000 15918.00| 7.27000 19287.31| 4.00000 10612.00 SUBGRADE TREATMENT, TYPE III | | | 0017 211-07454 322.000 CYS | 18.00000 5796.00| 28.40000 9144.80| 30.00000 9660.00 STRUCTURE BACKFILL | | | 0018 213-04324 329.000 CYS | 95.00000 31255.00| 73.26000 24102.54| 100.00000 32900.00 FLOWABLE FILL | | | 0019 301-07448 1964.000 TON | 16.00000 31424.00| 17.00000 33388.00| 16.00000 31424.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 245.000 SYS | 10.00000 2450.00| 9.38000 2298.10| 10.00000 2450.00 MILLING, TRANSITION | | | 0021 402-07433 307.400 TON | 62.00000 19058.80| 52.80000 16230.72| 56.00000 17214.40 HMA SURFACE, TYPE B | | | 0022 402-07438 210.800 TON | 56.00000 11804.80| 47.20000 9949.76| 52.00000 10961.60 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 805.000 TON | 47.00000 37835.00| 39.90000 32119.50| 44.00000 35420.00 HMA BASE, TYPE B | | | 0024 402-07453 667.200 TON | 54.00000 36028.80| 46.50000 31024.80| 50.00000 33360.00 HMA FOR TEMPORARY PAVEMENT | | | 0025 406-05521 5965.000 SYS | 0.08000 477.20| 0.05000 298.25| 0.06000 357.90 ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 3130.00000 6260.00| 3980.00000 7960.00| 3200.00000 6400.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-06854 2.000 EACH | 1850.00000 3700.00| 1900.00000 3800.00| 1900.00000 3800.00 GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | BRIDGE AND APPROACHES | | | 0028 601-06856 4.000 EACH | 240.00000 960.00| 295.00000 1180.00| 250.00000 1000.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0029 601-07661 4.000 EACH | 2020.00000 8080.00| 1500.00000 6000.00| 1600.00000 6400.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0030 601-94689 4.000 EACH | 2600.00000 10400.00| 2295.00000 9180.00| 2225.00000 8900.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 493.750 LFT | 14.50000 7159.38| 11.15000 5505.31| 14.50000 7159.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 606-07484 1450.000 LFT | 2.50000 3625.00| 2.42000 3509.00| 3.00000 4350.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0033 610-07486 18.900 TON | 112.00000 2116.80| 125.00000 2362.50| 135.00000 2551.50 HMA FOR APPROACHES, TYPE A | | | 0034 615-06505 2.000 EACH | 530.00000 1060.00| 495.00000 990.00| 550.00000 1100.00 MONUMENT, B | | | 0035 616-02305 66.000 CYS | 190.00000 12540.00| 177.77000 11732.82| 250.00000 16500.00 GABIONS | | | 0036 616-02320 362.000 SYS | 3.00000 1086.00| 2.08000 752.96| 3.50000 1267.00 GEOTEXTILES | | | 0037 616-06405 270.000 TON | 25.00000 6750.00| 26.96000 7279.20| 20.00000 5400.00 RIPRAP, REVETMENT | | | 0038 616-06451 3.000 TON | 175.00000 525.00| 198.14000 594.42| 40.00000 120.00 RIPRAP, UNIFORM | | | 0039 621-01004 3.000 EACH | 510.00000 1530.00| 490.00000 1470.00| 450.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.620 TON | 310.00000 192.20| 326.00000 202.12| 700.00000 434.00 FERTILIZER | | | 0041 621-06553 251.300 LBS | 3.40000 854.42| 2.70000 678.51| 2.75000 691.08 SEED MIXTURE, R | | | 0042 621-06557 14.000 LBS | 3.10000 43.40| 1.85000 25.90| 11.00000 154.00 SEED MIXTURE, T | | | 0043 621-06565 3.000 TON | 310.00000 930.00| 365.00000 1095.00| 400.00000 1200.00 MULCHING MATERIAL | | | 0044 621-06567 2.330 kGAL | 1.05000 2.45| 5.00000 11.65| 11.00000 25.63 WATER | | | 0045 621-06574 585.000 SYS | 3.75000 2193.75| 2.80000 1638.00| 3.34000 1953.90 SODDING | | | 0046 709-51821 LUMP | 800.00000 800.00| 1200.00000 1200.00| 1000.00000 1000.00 SURFACE SEAL | | | 0047 713-51335 LUMP | 63000.00000 63000.00| 72819.96000 72819.96| 75000.00000 75000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0048 713-99365 656.500 LFT | 6.00000 3939.00| 5.10000 3348.15| 6.35000 4168.78 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0049 715-03475 4.000 EACH | 505.00000 2020.00| 521.16000 2084.64| 300.00000 1200.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0050 715-05119 188.000 LFT | 30.00000 5640.00| 29.17000 5483.96| 25.00000 4700.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 723-06660 83.000 SYS | 345.00000 28635.00| 557.72000 46290.76| 900.00000 74700.00 WINGWALL | | | 0052 723-07660 51.000 LFT | 3150.00000 160650.00| 2693.83000 137385.33| 2500.00000 127500.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 132 IN. | | | 0053 801-04308 2.000 EACH | 190.00000 380.00| 295.00000 590.00| 260.00000 520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06203 11264.000 LFT | 0.20000 2252.80| 0.26000 2928.64| 0.25000 2816.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06640 18.000 EACH | 130.00000 2340.00| 145.02000 2610.36| 110.00000 1980.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 14.000 EACH | 36.00000 504.00| 50.00000 700.00| 33.00000 462.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 28967.20000 28967.20| 62101.67000 62101.67| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 54.000 LFT | 11.00000 594.00| 20.90000 1128.60| 14.00000 756.00 BARRICADE, III-A | | | 0059 804-06740 88.000 EACH | 21.50000 1892.00| 23.00000 2024.00| 23.00000 2024.00 DELINEATOR WITH POST, D2 | | | 0060 808-06713 2614.000 LFT | 0.40000 1045.60| 0.30000 784.20| 0.33000 862.62 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 2614.000 LFT | 0.40000 1045.60| 0.30000 784.20| 0.33000 862.62 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 880.000 LFT | 1.05000 924.00| 0.50000 440.00| 0.55000 484.00 LINE, REMOVE | | | 0063 808-75996 19.000 EACH | 50.00000 950.00| 20.00000 380.00| 22.00000 418.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 19.000 EACH | 55.00000 1045.00| 30.00000 570.00| 33.00000 627.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 693,900.00| $ 735,019.96| $ 782,609.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 693,900.00| $ 735,019.96| $ 782,609.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 47000.00000 47000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 1533.000 SYS | 20.00000 30660.00| | PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 1085.000 CYS | 20.00000 21700.00| | EXCAVATION, COMMON | | | 0010 203-51223 177.000 CYS | 15.00000 2655.00| | EXCAVATION, WATERWAY | | | 0011 205-06931 10.000 TON | 50.00000 500.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 40.000 LFT | 10.00000 400.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06936 62.400 TON | 35.00000 2184.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 551.000 LFT | 1.50000 826.50| | TEMPORARY SILT FENCE | | | 0015 207-08264 2558.000 SYS | 8.00000 20464.00| | SUBGRADE TREATMENT, TYPE II | | | 0016 207-08266 2653.000 SYS | 5.00000 13265.00| | SUBGRADE TREATMENT, TYPE III | | | 0017 211-07454 322.000 CYS | 30.00000 9660.00| | STRUCTURE BACKFILL | | | 0018 213-04324 329.000 CYS | 110.00000 36190.00| | FLOWABLE FILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 1964.000 TON | 20.00000 39280.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 245.000 SYS | 15.00000 3675.00| | MILLING, TRANSITION | | | 0021 402-07433 307.400 TON | 63.00000 19366.20| | HMA SURFACE, TYPE B | | | 0022 402-07438 210.800 TON | 57.00000 12015.60| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 805.000 TON | 48.00000 38640.00| | HMA BASE, TYPE B | | | 0024 402-07453 667.200 TON | 55.00000 36696.00| | HMA FOR TEMPORARY PAVEMENT | | | 0025 406-05521 5965.000 SYS | 0.10000 596.50| | ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2000.00000 4000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-06854 2.000 EACH | 1000.00000 2000.00| | GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | BRIDGE AND APPROACHES | | | 0028 601-06856 4.000 EACH | 300.00000 1200.00| | MODIFIED POSTS, NESTED GUARDRAIL | | | 0029 601-07661 4.000 EACH | 1550.00000 6200.00| | GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0030 601-94689 4.000 EACH | 2300.00000 9200.00| | GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 493.750 LFT | 11.25000 5554.69| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 606-07484 1450.000 LFT | 2.50000 3625.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0033 610-07486 18.900 TON | 120.00000 2268.00| | HMA FOR APPROACHES, TYPE A | | | 0034 615-06505 2.000 EACH | 500.00000 1000.00| | MONUMENT, B | | | 0035 616-02305 66.000 CYS | 200.00000 13200.00| | GABIONS | | | 0036 616-02320 362.000 SYS | 3.50000 1267.00| | GEOTEXTILES | | | 0037 616-06405 270.000 TON | 20.00000 5400.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06451 3.000 TON | 75.00000 225.00| | RIPRAP, UNIFORM | | | 0039 621-01004 3.000 EACH | 500.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.620 TON | 650.00000 403.00| | FERTILIZER | | | 0041 621-06553 251.300 LBS | 2.75000 691.08| | SEED MIXTURE, R | | | 0042 621-06557 14.000 LBS | 11.00000 154.00| | SEED MIXTURE, T | | | 0043 621-06565 3.000 TON | 400.00000 1200.00| | MULCHING MATERIAL | | | 0044 621-06567 2.330 kGAL | 10.00000 23.30| | WATER | | | 0045 621-06574 585.000 SYS | 3.15000 1842.75| | SODDING | | | 0046 709-51821 LUMP | 1250.00000 1250.00| | SURFACE SEAL | | | 0047 713-51335 LUMP | 130000.00000 130000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0048 713-99365 656.500 LFT | 6.00000 3939.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0049 715-03475 4.000 EACH | 450.00000 1800.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0050 715-05119 188.000 LFT | 50.00000 9400.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0051 723-06660 83.000 SYS | 800.00000 66400.00| | WINGWALL | | | 0052 723-07660 51.000 LFT | 3900.00000 198900.00| | STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 132 IN. | | | 0053 801-04308 2.000 EACH | 250.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06203 11264.000 LFT | 0.25000 2816.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06640 18.000 EACH | 110.00000 1980.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 620 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 757,825.32 ROUTE : SR 11 CALL ORDER : 620 CONTRACT ID : B -27841-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-06645 14.000 EACH | 30.00000 420.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0058 801-07118 54.000 LFT | 13.00000 702.00| | BARRICADE, III-A | | | 0059 804-06740 88.000 EACH | 25.00000 2200.00| | DELINEATOR WITH POST, D2 | | | 0060 808-06713 2614.000 LFT | 0.35000 914.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 2614.000 LFT | 0.35000 914.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 880.000 LFT | 0.55000 484.00| | LINE, REMOVE | | | 0063 808-75996 19.000 EACH | 20.00000 380.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 19.000 EACH | 32.00000 608.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 950,338.42| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 950,338.42| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 763,005.09 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 786,900.80 103.1318% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 944,817.88 123.8285% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 969,048.00 127.0041% ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8900.00000 8900.00| 7500.00000 7500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1900.00000 17100.00| 1500.00000 13500.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 38150.00000 38150.00| 38000.00000 38000.00| 46000.00000 46000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| 22000.00000 22000.00| 23000.00000 23000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 59.600 m | 10.00000 596.00| 25.00000 1490.00| 24.00000 1430.40 GUARDRAIL, REMOVE | | | 0008 202-02274 14.000 m | 10.00000 140.00| 25.00000 350.00| 45.00000 630.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-51330 LUMP | 36365.00000 36365.00| 35000.00000 35000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 14.000 EACH | 32.00000 448.00| 32.00000 448.00| 30.00000 420.00 SIGN, REMOVE | | | 0011 203-02000 808.600 m3 | 11.00000 8894.60| 18.00000 14554.80| 15.00000 12129.00 EXCAVATION, COMMON | | | 0012 203-02070 1168.000 m3 | 3.00000 3504.00| 18.00000 21024.00| 25.00000 29200.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-51223 2102.000 m3 | 15.00000 31530.00| 10.00000 21020.00| 15.00000 31530.00 EXCAVATION, WATERWAY | | | 0014 205-06933 8.000 EACH | 65.00000 520.00| 75.00000 600.00| 60.00000 480.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 675.000 m | 4.36000 2943.00| 3.00000 2025.00| 4.00000 2700.00 TEMPORARY SILT FENCE | | | 0016 207-08263 2759.000 m2 | 9.60000 26486.40| 10.00000 27590.00| 8.00000 22072.00 SUBGRADE TREATMENT, TYPE IA | | | 0017 211-07454 313.000 m3 | 30.32000 9490.16| 40.00000 12520.00| 30.00000 9390.00 STRUCTURE BACKFILL | | | 0018 213-08058 418.400 m3 | 90.30000 37781.52| 100.00000 41840.00| 120.00000 50208.00 FLOWABLE BACKFILL | | | 0019 301-07448 28.200 Mg | 40.00000 1128.00| 22.00000 620.40| 40.00000 1128.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 238.000 m2 | 11.00000 2618.00| 12.00000 2856.00| 20.00000 4760.00 MILLING, TRANSITION | | | 0021 402-07433 346.000 Mg | 62.00000 21452.00| 65.00000 22490.00| 58.00000 20068.00 HMA SURFACE, TYPE B | | | 0022 402-07438 583.300 Mg | 53.11000 30979.06| 54.00000 31498.20| 50.00000 29165.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 998.700 Mg | 48.59000 48526.83| 50.00000 49935.00| 45.00000 44941.50 HMA BASE, TYPE B | | | 0024 406-05520 2.700 Mg | 226.00000 610.20| 220.00000 594.00| 210.00000 567.00 ASPHALT FOR TACK COAT | | | 0025 502-06627 220.000 m2 | 43.20000 9504.00| 40.00000 8800.00| 65.00000 14300.00 PCCP, 150 mm | | | 0026 601-01522 4.000 EACH | 1940.00000 7760.00| 1900.00000 7600.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 3.000 EACH | 2265.00000 6795.00| 2200.00000 6600.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 53.300 m | 49.20000 2622.36| 47.00000 2505.10| 45.00000 2398.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 605-06140 453.200 m | 45.00000 20394.00| 25.00000 11330.00| 41.00000 18581.20 CURB AND GUTTER, CONCRETE | | | 0030 610-07486 16.800 Mg | 146.90000 2467.92| 88.00000 1478.40| 100.00000 1680.00 HMA FOR APPROACHES, TYPE A | | | 0031 615-06490 21.000 EACH | 124.00000 2604.00| 120.00000 2520.00| 115.00000 2415.00 RIGHT OF WAY MARKER | | | 0032 616-02320 370.600 m2 | 2.00000 741.20| 4.00000 1482.40| 4.00000 1482.40 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-05688 500.500 Mg | 34.89000 17462.45| 37.00000 18518.50| 35.00000 17517.50 RIPRAP, CLASS 1 | | | 0034 621-01004 1.000 EACH | 339.00000 339.00| 330.00000 330.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 202.600 kg | 3.28000 664.53| 3.20000 648.32| 3.00000 607.80 SEED MIXTURE, LEGUME, 2 | | | 0036 621-01597 927.500 m2 | 1.71000 1586.03| 1.65000 1530.38| 1.65000 1530.38 EROSION CONTROL, MAT | | | 0037 621-06545 0.100 Mg | 3390.00000 339.00| 3300.00000 330.00| 3100.00000 310.00 FERTILIZER | | | 0038 621-06553 58.000 kg | 3.40000 197.20| 3.30000 191.40| 3.25000 188.50 SEED MIXTURE, R | | | 0039 621-06565 1.400 Mg | 282.50000 395.50| 275.00000 385.00| 275.00000 385.00 MULCHING MATERIAL | | | 0040 621-06567 3.500 kL | 11.30000 39.55| 11.00000 38.50| 10.00000 35.00 WATER | | | 0041 621-06575 196.800 m2 | 7.05000 1387.44| 7.00000 1377.60| 6.50000 1279.20 SODDING, NURSERY | | | 0042 621-52448 4.000 EACH | 35.00000 140.00| 34.00000 136.00| 32.00000 128.00 SIGN, DO NOT SPRAY | | | 0043 622-05649 30.000 EACH | 215.00000 6450.00| 210.00000 6300.00| 200.00000 6000.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0044 622-52436 2.000 EACH | 35.00000 70.00| 34.00000 68.00| 32.00000 64.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 8.000 EACH | 22.00000 176.00| 21.00000 168.00| 20.00000 160.00 SEEDLING | | | 0046 622-98200 4.000 EACH | 35.00000 140.00| 34.00000 136.00| 32.00000 128.00 SIGN, DO NOT DISTURB | | | 0047 703-51032 2132.000 kg | 2.44000 5202.08| 1.75000 3731.00| 2.50000 5330.00 REINFORCING STEEL, EPOXY COATED | | | 0048 706-06349 28.000 m | 352.10000 9858.80| 350.00000 9800.00| 350.00000 9800.00 RAILING, TX | | | 0049 706-06372 4.000 EACH | 2034.00000 8136.00| 2000.00000 8000.00| 2250.00000 9000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0050 709-51821 LUMP | 1525.00000 1525.00| 1600.00000 1600.00| 1400.00000 1400.00 SURFACE SEAL | | | 0051 714-44240 9.300 m3 | 715.42000 6653.41| 750.00000 6975.00| 1000.00000 9300.00 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05048 30.000 m | 39.28000 1178.40| 8.00000 240.00| 40.00000 1200.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05049 30.000 m | 42.10000 1263.00| 10.00000 300.00| 43.00000 1290.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0054 715-05051 30.000 m | 49.00000 1470.00| 12.00000 360.00| 48.00000 1440.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0055 715-05119 56.000 m | 75.37000 4220.72| 65.00000 3640.00| 135.00000 7560.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0056 715-05152 74.000 m | 97.36000 7204.64| 100.00000 7400.00| 135.00000 9990.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05153 20.000 m | 91.94000 1838.80| 125.00000 2500.00| 185.00000 3700.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0058 715-05154 35.000 m | 126.89000 4441.15| 150.00000 5250.00| 185.00000 6475.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-46010 1.000 EACH | 168.00000 168.00| 250.00000 250.00| 400.00000 400.00 PIPE END SECTION, 450 mm | | | 0060 715-46020 1.000 EACH | 261.00000 261.00| 300.00000 300.00| 450.00000 450.00 PIPE END SECTION, 600 mm | | | 0061 720-45015 4.000 EACH | 929.00000 3716.00| 1000.00000 4000.00| 2500.00000 10000.00 INLET, A8 | | | 0062 720-45215 4.000 EACH | 1578.00000 6312.00| 1500.00000 6000.00| 2500.00000 10000.00 CATCH BASIN, A8 | | | 0063 723-06660 51.500 m2 | 464.00000 23896.00| 1000.00000 51500.00| 1100.00000 56650.00 WINGWALL | | | 0065 801-04308 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06625 16.000 EACH | 57.00000 912.00| 55.00000 880.00| 75.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 18.000 EACH | 79.00000 1422.00| 77.00000 1386.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 1400.00000 1400.00| 5000.00000 5000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0069 801-07118 28.800 m | 29.40000 846.72| 29.00000 835.20| 30.00000 864.00 BARRICADE, III-A | | | 0070 801-07119 14.400 m | 29.40000 423.36| 29.00000 417.60| 30.00000 432.00 BARRICADE, III-B | | | 0071 802-05701 35.800 m | 55.25000 1977.95| 55.00000 1969.00| 50.00000 1790.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 802-76025 3.830 m2 | 316.40000 1211.81| 300.00000 1149.00| 300.00000 1149.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 804-06725 9.000 EACH | 24.00000 216.00| 23.00000 207.00| 22.00000 198.00 DELINEATOR WITH POST, D1, 75 mm | | | 0074 808-06703 820.000 m | 1.49000 1221.80| 1.50000 1230.00| 1.35000 1107.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0075 808-75245 790.000 m | 1.49000 1177.10| 1.50000 1185.00| 1.35000 1066.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0076 808-75998 35.000 EACH | 48.00000 1680.00| 46.00000 1610.00| 50.00000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 723-06927 25.670 m | 9220.00000 236677.40| 8500.00000 218195.00| 12000.00000 308040.00 STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 3800 mm | | | 0078 601-05999 1.000 EACH | 54.00000 54.00| 60.00000 60.00| 50.00000 50.00 CURVED TERMINAL END | | | SECTION TOTALS | $ 763,005.09| $ 786,900.80| $ 944,817.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 763,005.09| $ 786,900.80| $ 944,817.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 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 | 22000.00000 22000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 47000.00000 47000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 36250.00000 36250.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 59.600 m | 10.00000 596.00| | GUARDRAIL, REMOVE | | | 0008 202-02274 14.000 m | 35.00000 490.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-51330 LUMP | 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 14.000 EACH | 25.00000 350.00| | SIGN, REMOVE | | | 0011 203-02000 808.600 m3 | 16.00000 12937.60| | EXCAVATION, COMMON | | | 0012 203-02070 1168.000 m3 | 16.00000 18688.00| | BORROW | | | 0013 203-51223 2102.000 m3 | 20.00000 42040.00| | EXCAVATION, WATERWAY | | | 0014 205-06933 8.000 EACH | 50.00000 400.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 675.000 m | 5.50000 3712.50| | TEMPORARY SILT FENCE | | | 0016 207-08263 2759.000 m2 | 9.00000 24831.00| | SUBGRADE TREATMENT, TYPE IA | | | 0017 211-07454 313.000 m3 | 40.00000 12520.00| | STRUCTURE BACKFILL | | | 0018 213-08058 418.400 m3 | 120.00000 50208.00| | FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 28.200 Mg | 30.00000 846.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 238.000 m2 | 10.00000 2380.00| | MILLING, TRANSITION | | | 0021 402-07433 346.000 Mg | 65.00000 22490.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 583.300 Mg | 55.00000 32081.50| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 998.700 Mg | 52.00000 51932.40| | HMA BASE, TYPE B | | | 0024 406-05520 2.700 Mg | 200.00000 540.00| | ASPHALT FOR TACK COAT | | | 0025 502-06627 220.000 m2 | 25.00000 5500.00| | PCCP, 150 mm | | | 0026 601-01522 4.000 EACH | 1850.00000 7400.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 3.000 EACH | 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 53.300 m | 45.00000 2398.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 605-06140 453.200 m | 100.00000 45320.00| | CURB AND GUTTER, CONCRETE | | | 0030 610-07486 16.800 Mg | 100.00000 1680.00| | HMA FOR APPROACHES, TYPE A | | | 0031 615-06490 21.000 EACH | 110.00000 2310.00| | RIGHT OF WAY MARKER | | | 0032 616-02320 370.600 m2 | 3.50000 1297.10| | GEOTEXTILES | | | 0033 616-05688 500.500 Mg | 37.50000 18768.75| | RIPRAP, CLASS 1 | | | 0034 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 202.600 kg | 3.00000 607.80| | SEED MIXTURE, LEGUME, 2 | | | 0036 621-01597 927.500 m2 | 1.70000 1576.75| | EROSION CONTROL, MAT | | | 0037 621-06545 0.100 Mg | 3000.00000 300.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06553 58.000 kg | 3.30000 191.40| | SEED MIXTURE, R | | | 0039 621-06565 1.400 Mg | 300.00000 420.00| | MULCHING MATERIAL | | | 0040 621-06567 3.500 kL | 10.00000 35.00| | WATER | | | 0041 621-06575 196.800 m2 | 6.50000 1279.20| | SODDING, NURSERY | | | 0042 621-52448 4.000 EACH | 35.00000 140.00| | SIGN, DO NOT SPRAY | | | 0043 622-05649 30.000 EACH | 200.00000 6000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0044 622-52436 2.000 EACH | 35.00000 70.00| | SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 8.000 EACH | 20.00000 160.00| | SEEDLING | | | 0046 622-98200 4.000 EACH | 35.00000 140.00| | SIGN, DO NOT DISTURB | | | 0047 703-51032 2132.000 kg | 2.00000 4264.00| | REINFORCING STEEL, EPOXY COATED | | | 0048 706-06349 28.000 m | 350.00000 9800.00| | RAILING, TX | | | 0049 706-06372 4.000 EACH | 1850.00000 7400.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0050 709-51821 LUMP | 1500.00000 1500.00| | SURFACE SEAL | | | 0051 714-44240 9.300 m3 | 750.00000 6975.00| | CONCRETE, A, STRUCTURES | | | 0052 715-05048 30.000 m | 40.00000 1200.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05049 30.000 m | 45.00000 1350.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0054 715-05051 30.000 m | 50.00000 1500.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0055 715-05119 56.000 m | 100.00000 5600.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0056 715-05152 74.000 m | 150.00000 11100.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05153 20.000 m | 120.00000 2400.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0058 715-05154 35.000 m | 200.00000 7000.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-46010 1.000 EACH | 300.00000 300.00| | PIPE END SECTION, 450 mm | | | 0060 715-46020 1.000 EACH | 375.00000 375.00| | PIPE END SECTION, 600 mm | | | 0061 720-45015 4.000 EACH | 1200.00000 4800.00| | INLET, A8 | | | 0062 720-45215 4.000 EACH | 1500.00000 6000.00| | CATCH BASIN, A8 | | | 0063 723-06660 51.500 m2 | 550.00000 28325.00| | WINGWALL | | | 0065 801-04308 2.000 EACH | 500.00000 1000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06625 16.000 EACH | 60.00000 960.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 18.000 EACH | 100.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0069 801-07118 28.800 m | 30.00000 864.00| | BARRICADE, III-A | | | 0070 801-07119 14.400 m | 30.00000 432.00| | BARRICADE, III-B | | | 0071 802-05701 35.800 m | 50.00000 1790.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 3.830 m2 | 300.00000 1149.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 804-06725 9.000 EACH | 23.00000 207.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0074 808-06703 820.000 m | 1.50000 1230.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0075 808-75245 790.000 m | 1.50000 1185.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 630 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,560.24 ROUTE : CALL ORDER : 630 CONTRACT ID : B -28208-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75998 35.000 EACH | 50.00000 1750.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 723-06927 25.670 m | 10750.00000 275952.50| | STRUCTURE, PRECAST THREE-SIDED, 10970 | | | mm X 3800 mm | | | 0078 601-05999 1.000 EACH | 50.00000 50.00| | CURVED TERMINAL END | | | SECTION TOTALS | $ 969,048.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 969,048.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 1 CALL ORDER : 660 CONTRACT ID : B -28388-A COUNTIES : DEARBORN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 657,472.70 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 729,038.60 110.8850% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,967.66 ROUTE : I-64 CALL ORDER : 670 CONTRACT ID : B -28389-A COUNTIES : HARRISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 678,113.74 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 824,024.88 121.5172% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 864,905.30 127.5458% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1618530 |( 3 ) 35-2040801 |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1100.00000 6600.00| 2000.00000 12000.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 32750.00000 32750.00| 40000.00000 40000.00| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 155.000 SYS | 20.00000 3100.00| 15.00000 2325.00| 30.00000 4650.00 PAVEMENT REMOVAL | | | 0007 202-02241 400.000 LFT | 3.50000 1400.00| 3.00000 1200.00| 2.95000 1180.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 50000.00000 50000.00| 85000.00000 85000.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-93741 4.000 EACH | 175.00000 700.00| 55.00000 220.00| 100.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 157.000 CYS | 15.00000 2355.00| 25.00000 3925.00| 45.00000 7065.00 EXCAVATION, COMMON | | | 0011 213-04324 8.000 CYS | 110.00000 880.00| 150.00000 1200.00| 130.00000 1040.00 FLOWABLE FILL | | | 0012 302-07455 60.400 CYS | 45.00000 2718.00| 50.00000 3020.00| 50.00000 3020.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 670 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,967.66 ROUTE : I-64 CALL ORDER : 670 CONTRACT ID : B -28389-A COUNTIES : HARRISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1618530 |( 3 ) 35-2040801 |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07438 59.600 TON | 60.00000 3576.00| 62.00000 3695.20| 61.00000 3635.60 HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 251.000 TON | 60.00000 15060.00| 62.00000 15562.00| 60.00000 15060.00 HMA BASE, TYPE B | | | 0016 406-05521 10884.000 SYS | 0.11000 1197.24| 0.12000 1306.08| 0.07000 761.88 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH | 2000.00000 8000.00| 1550.00000 6200.00| 1875.00000 7500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-08433 2.000 EACH | 650.00000 1300.00| 1400.00000 2800.00| 625.00000 1250.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0019 601-94689 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 2175.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 275.000 LFT | 15.00000 4125.00| 19.00000 5225.00| 14.40000 3960.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 16.000 EACH | 10.00000 160.00| 8.00000 128.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0023 609-06259 365.000 SYS | 64.00000 23360.00| 90.00000 32850.00| 77.00000 28105.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 616-51367 2.000 SYS | 100.00000 200.00| 120.00000 240.00| 500.00000 1000.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0026 616-93772 2.000 EACH | 100.00000 200.00| 125.00000 250.00| 200.00000 400.00 INSPECTION HOLE | | | 0027 619-05926 LUMP | 1650.00000 1650.00| 1100.00000 1100.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL | | | 0028 619-60999 LUMP | 1000.00000 1000.00| 750.00000 750.00| 2700.00000 2700.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0029 619-95457 LUMP | 24000.00000 24000.00| 23000.00000 23000.00| 6500.00000 6500.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL | | | 0030 619-98427 4.000 EACH | 200.00000 800.00| 850.00000 3400.00| 1000.00000 4000.00 CLEAN DRAINS | | | 0031 621-01004 2.000 EACH | 100.00000 200.00| 110.00000 220.00| 100.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 904.000 SYS | 1.00000 904.00| 0.35000 316.40| 0.30000 271.20 MULCHED SEEDING, R | | | 0033 702-51005 6.700 CYS | 700.00000 4690.00| 1000.00000 6700.00| 1500.00000 10050.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 670 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,967.66 ROUTE : I-64 CALL ORDER : 670 CONTRACT ID : B -28389-A COUNTIES : HARRISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1618530 |( 3 ) 35-2040801 |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 702-51110 768.000 LBS | 3.00000 2304.00| 5.00000 3840.00| 3.50000 2688.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0035 702-51863 1080.000 EACH | 7.50000 8100.00| 7.50000 8100.00| 12.00000 12960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06029 34683.000 LBS | 0.85000 29480.55| 0.90000 31214.70| 0.95000 32948.85 REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 16.000 CYS | 700.00000 11200.00| 1000.00000 16000.00| 1500.00000 24000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH | 1250.00000 5000.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 44.000 CYS | 410.00000 18040.00| 550.00000 24200.00| 700.00000 30800.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 2800.00000 2800.00| 3000.00000 3000.00| 2880.00000 2880.00 SURFACE SEAL | | | 0041 711-04121 120.000 EACH | 20.00000 2400.00| 30.00000 3600.00| 45.00000 5400.00 ANCHOR BOLT, AB1 | | | 0042 711-05728 18.000 EACH | 1250.00000 22500.00| 1200.00000 21600.00| 1200.00000 21600.00 REPAIR , HINGE | | | 0043 711-51035 9951.000 LBS | 5.00000 49755.00| 3.50000 34828.50| 4.50000 44779.50 STRUCTURAL STEEL | | | 0044 711-51864 8.000 EACH | 25.00000 200.00| 30.00000 240.00| 25.00000 200.00 DRILLED HOLE | | | 0045 711-51867 273.000 SQIN | 5.00000 1365.00| 6.50000 1774.50| 10.00000 2730.00 STRUCTURAL STEEL CUTTING | | | 0046 711-51877 LUMP | 8000.00000 8000.00| 31000.00000 31000.00| 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS | | | 0047 711-96526 270.000 EACH | 3.00000 810.00| 4.25000 1147.50| 3.00000 810.00 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0048 715-91361 64.000 LFT | 10.00000 640.00| 20.00000 1280.00| 10.00000 640.00 PIPE, PVC, 6 IN. | | | 0049 722-51401 1202.000 SFT | 17.50000 21035.00| 30.00000 36060.00| 32.00000 38464.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0050 722-51842 1394.000 SYS | 50.00000 69700.00| 50.00000 69700.00| 50.00000 69700.00 BRIDGE DECK OVERLAY | | | 0051 722-51846 18.300 CYS | 330.00000 6039.00| 330.00000 6039.00| 330.00000 6039.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0052 722-51852 2403.000 SFT | 7.50000 18022.50| 6.00000 14418.00| 16.00000 38448.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0053 722-60824 1335.000 SYS | 5.50000 7342.50| 5.00000 6675.00| 5.00000 6675.00 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 670 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,967.66 ROUTE : I-64 CALL ORDER : 670 CONTRACT ID : B -28389-A COUNTIES : HARRISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1618530 |( 3 ) 35-2040801 |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 724-51925 114.000 LFT | 110.00000 12540.00| 125.00000 14250.00| 105.00000 11970.00 STRUCTURAL EXPANSION JOINT, SS | | | 0055 726-93267 18.000 EACH | 750.00000 13500.00| 725.00000 13050.00| 1000.00000 18000.00 BEARING ASSEMBLY, A | | | 0056 726-93268 9.000 EACH | 900.00000 8100.00| 800.00000 7200.00| 950.00000 8550.00 BEARING ASSEMBLY, B | | | 0057 726-93269 9.000 EACH | 1200.00000 10800.00| 900.00000 8100.00| 930.00000 8370.00 BEARING ASSEMBLY, C | | | 0058 801-01851 LUMP | 24000.00000 24000.00| 40000.00000 40000.00| 19500.00000 19500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0059 801-06203 1420.000 LFT | 0.60000 852.00| 0.30000 426.00| 0.26000 369.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0060 801-06207 7406.000 LFT | 1.00000 7406.00| 1.00000 7406.00| 0.95000 7035.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06218 124.000 LFT | 7.50000 930.00| 6.00000 744.00| 5.95000 737.80 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0062 801-06640 52.000 EACH | 140.00000 7280.00| 150.00000 7800.00| 125.00000 6500.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 16.000 EACH | 42.00000 672.00| 50.00000 800.00| 50.00000 800.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 240.000 DAY | 12.00000 2880.00| 17.00000 4080.00| 16.00000 3840.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0066 801-07118 12.000 LFT | 20.00000 240.00| 21.00000 252.00| 20.85000 250.20 BARRICADE, III-A | | | 0067 808-06713 3700.000 LFT | 0.50000 1850.00| 0.30000 1110.00| 0.24000 888.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0068 808-06714 3700.000 LFT | 0.50000 1850.00| 0.30000 1110.00| 0.24000 888.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0069 808-06716 2143.000 LFT | 0.75000 1607.25| 1.00000 2143.00| 0.90000 1928.70 LINE, REMOVE | | | 0070 808-06726 124.000 LFT | 3.00000 372.00| 2.00000 248.00| 1.90000 235.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0071 808-75996 18.000 EACH | 15.00000 270.00| 15.00000 270.00| 23.92000 430.56 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 670 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,967.66 ROUTE : I-64 CALL ORDER : 670 CONTRACT ID : B -28389-A COUNTIES : HARRISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1618530 |( 3 ) 35-2040801 |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75998 47.000 EACH | 50.00000 2350.00| 70.00000 3290.00| 50.00000 2350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 306-08034 10450.000 SYS | 0.75000 7837.50| 3.00000 31350.00| 1.17000 12226.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0074 402-07433 863.000 TON | 57.40000 49536.20| 56.00000 48328.00| 53.27000 45972.01 HMA SURFACE, TYPE B | | | 0075 801-01093 8.000 EACH | 1000.00000 8000.00| 300.00000 2400.00| 850.00000 6800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-08389 310.000 LFT | 20.00000 6200.00| 30.00000 9300.00| 26.00000 8060.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0077 801-08401 400.000 LFT | 20.00000 8000.00| 30.00000 12000.00| 24.00000 9600.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0078 805-06592 318.000 LFT | 10.00000 3180.00| 12.00000 3816.00| 9.00000 2862.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | SECTION TOTALS | $ 678,113.74| $ 824,024.88| $ 864,905.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 678,113.74| $ 824,024.88| $ 864,905.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 314,074.00 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 414,893.00 132.1004% 3 35-1609544 SCHUTT-LOOKABILL CO $ 445,697.22 141.9083% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 535,405.75 170.4712% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1609544 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 3200.00000 3200.00| 5000.00000 5000.00| 4366.00000 4366.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2300.00000 18400.00| 2500.00000 20000.00| 2200.00000 17600.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3500.00000 3500.00| 12000.00000 12000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0007 202-02278 92.000 LFT | 15.00000 1380.00| 20.00000 1840.00| 10.00000 920.00 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP | 30000.00000 30000.00| 75000.00000 75000.00| 68795.00000 68795.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 48.000 SYS | 20.00000 960.00| 20.00000 960.00| 16.00000 768.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-51223 80.000 CYS | 15.00000 1200.00| 15.00000 1200.00| 125.43000 10034.40 EXCAVATION, WATERWAY | | | 0011 210-05720 LUMP | 3200.00000 3200.00| 10000.00000 10000.00| 10400.00000 10400.00 REPOINTING MORTAR JOINTS | | | 0012 210-08115 LUMP | 3500.00000 3500.00| 10000.00000 10000.00| 15555.00000 15555.00 BRIDGE RAIL , BRICK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1609544 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 210-08115 LUMP | 2500.00000 2500.00| 12000.00000 12000.00| 2360.00000 2360.00 BRIDGE RAIL , SURFACE CLEANING | | | 0014 301-07448 156.000 TON | 20.00000 3120.00| 20.00000 3120.00| 36.00000 5616.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07489 14.000 TON | 400.00000 5600.00| 400.00000 5600.00| 413.00000 5782.00 HMA PATCHING, TYPE A | | | 0016 306-08033 390.000 SYS | 7.75000 3022.50| 10.00000 3900.00| 10.49000 4091.10 MILLING, ASPHALT, 1 IN. | | | 0017 402-07432 25.000 TON | 310.00000 7750.00| 400.00000 10000.00| 266.00000 6650.00 HMA SURFACE, TYPE A | | | 0018 406-05521 390.000 SYS | 1.55000 604.50| 0.60000 234.00| 0.18000 70.20 ASPHALT FOR TACK COAT | | | 0019 604-91531 48.000 SYS | 18.00000 864.00| 50.00000 2400.00| 45.00000 2160.00 SIDEWALK, CONCRETE, 4 IN. | | | 0020 605-06120 92.000 LFT | 35.00000 3220.00| 30.00000 2760.00| 20.00000 1840.00 CURB, CONCRETE | | | 0021 616-02320 295.000 SYS | 5.00000 1475.00| 5.00000 1475.00| 3.00000 885.00 GEOTEXTILES | | | 0022 616-05689 100.000 TON | 65.00000 6500.00| 35.00000 3500.00| 50.00000 5000.00 RIPRAP, CLASS 2 | | | 0023 616-06405 150.000 TON | 30.00000 4500.00| 25.00000 3750.00| 26.00000 3900.00 RIPRAP, REVETMENT | | | 0024 702-51005 83.200 CYS | 500.00000 41600.00| 450.00000 37440.00| 681.23000 56678.34 CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51863 328.000 EACH | 15.00000 4920.00| 25.00000 8200.00| 12.00000 3936.00 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-51032 19180.000 LBS | 0.65000 12467.00| 1.40000 26852.00| 0.96000 18412.80 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 103.200 CYS | 500.00000 51600.00| 450.00000 46440.00| 542.48000 55983.94 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-04683 28.000 LFT | 95.00000 2660.00| 150.00000 4200.00| 95.00000 2660.00 RAILING , WOOD, 2 FT. 7 IN. | | | 0029 708-51813 835.000 SFT | 40.00000 33400.00| 40.00000 33400.00| 40.00000 33400.00 PNEUMATICALLY PLACED MORTAR | | | 0030 708-51814 725.000 SFT | 8.00000 5800.00| 9.00000 6525.00| 7.00000 5075.00 WELDED STEEL WIRE FABRIC | | | 0031 709-51821 LUMP | 4375.00000 4375.00| 6000.00000 6000.00| 4700.00000 4700.00 SURFACE SEAL | | | 0032 711-01978 14.000 EACH | 500.00000 7000.00| 600.00000 8400.00| 1700.00000 23800.00 ROCK BOLT ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1609544 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-05118 30.000 LFT | 18.00000 540.00| 30.00000 900.00| 34.00000 1020.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0034 715-05169 12.000 LFT | 20.00000 240.00| 30.00000 360.00| 99.37000 1192.44 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0035 715-05914 21.000 LFT | 75.00000 1575.00| 25.00000 525.00| 257.00000 5397.00 PIPE, PVC, 18 IN. | | | 0036 715-91361 12.000 LFT | 25.00000 300.00| 20.00000 240.00| 1037.00000 12444.00 PIPE, PVC, 6 IN. , WITH PERFORATED CAP | | | 0037 715-92537 6.000 LFT | 50.00000 300.00| 21.00000 126.00| 50.00000 300.00 PIPE, PVC, 8 IN. | | | 0038 720-45045 3.000 EACH | 1500.00000 4500.00| 2000.00000 6000.00| 1300.00000 3900.00 INLET, J10 | | | 0039 727-90308 90.000 LFT | 48.00000 4320.00| 40.00000 3600.00| 41.00000 3690.00 EPOXY INJECTION, CRACK PREPARATION | | | 0040 727-90309 85.000 GAL | 85.00000 7225.00| 80.00000 6800.00| 85.00000 7225.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0041 727-93560 LUMP | 1800.00000 1800.00| 3000.00000 3000.00| 1060.00000 1060.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0042 728-98377 LUMP | 2500.00000 2500.00| 2700.00000 2700.00| 1650.00000 1650.00 MASONRY COATING | | | 0043 801-04308 6.000 EACH | 200.00000 1200.00| 350.00000 2100.00| 207.00000 1242.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06640 2.000 EACH | 275.00000 550.00| 400.00000 800.00| 270.00000 540.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 2500.00000 2500.00| 1800.00000 1800.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0046 801-07118 108.000 LFT | 17.00000 1836.00| 20.00000 2160.00| 16.00000 1728.00 BARRICADE, III-A | | | 0047 801-07119 72.000 LFT | 19.00000 1368.00| 22.00000 1584.00| 19.00000 1368.00 BARRICADE, III-B | | | SECTION TOTALS | $ 314,074.00| $ 414,893.00| $ 445,697.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 314,074.00| $ 414,893.00| $ 445,697.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 26000.00000 26000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02278 92.000 LFT | 15.00000 1380.00| | CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP | 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 48.000 SYS | 30.00000 1440.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 203-51223 80.000 CYS | 40.00000 3200.00| | EXCAVATION, WATERWAY | | | 0011 210-05720 LUMP | 30000.00000 30000.00| | REPOINTING MORTAR JOINTS | | | 0012 210-08115 LUMP | 11000.00000 11000.00| | BRIDGE RAIL , BRICK | | | 0013 210-08115 LUMP | 11000.00000 11000.00| | BRIDGE RAIL , SURFACE CLEANING | | | 0014 301-07448 156.000 TON | 35.00000 5460.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07489 14.000 TON | 400.00000 5600.00| | HMA PATCHING, TYPE A | | | 0016 306-08033 390.000 SYS | 15.00000 5850.00| | MILLING, ASPHALT, 1 IN. | | | 0017 402-07432 25.000 TON | 250.00000 6250.00| | HMA SURFACE, TYPE A | | | 0018 406-05521 390.000 SYS | 0.25000 97.50| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 604-91531 48.000 SYS | 75.00000 3600.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0020 605-06120 92.000 LFT | 25.00000 2300.00| | CURB, CONCRETE | | | 0021 616-02320 295.000 SYS | 4.00000 1180.00| | GEOTEXTILES | | | 0022 616-05689 100.000 TON | 50.00000 5000.00| | RIPRAP, CLASS 2 | | | 0023 616-06405 150.000 TON | 30.00000 4500.00| | RIPRAP, REVETMENT | | | 0024 702-51005 83.200 CYS | 625.00000 52000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51863 328.000 EACH | 15.00000 4920.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-51032 19180.000 LBS | 1.00000 19180.00| | REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 103.200 CYS | 750.00000 77400.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-04683 28.000 LFT | 110.00000 3080.00| | RAILING , WOOD, 2 FT. 7 IN. | | | 0029 708-51813 835.000 SFT | 35.00000 29225.00| | PNEUMATICALLY PLACED MORTAR | | | 0030 708-51814 725.000 SFT | 6.25000 4531.25| | WELDED STEEL WIRE FABRIC | | | 0031 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL | | | 0032 711-01978 14.000 EACH | 1000.00000 14000.00| | ROCK BOLT ASSEMBLY | | | 0033 715-05118 30.000 LFT | 65.00000 1950.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0034 715-05169 12.000 LFT | 85.00000 1020.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0035 715-05914 21.000 LFT | 125.00000 2625.00| | PIPE, PVC, 18 IN. | | | 0036 715-91361 12.000 LFT | 250.00000 3000.00| | PIPE, PVC, 6 IN. , WITH PERFORATED CAP | | | 0037 715-92537 6.000 LFT | 40.00000 240.00| | PIPE, PVC, 8 IN. | | | 0038 720-45045 3.000 EACH | 3000.00000 9000.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 680 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,957.50 ROUTE : CALL ORDER : 680 CONTRACT ID : B -28460-A COUNTIES : CLINTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 727-90308 90.000 LFT | 36.00000 3240.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0040 727-90309 85.000 GAL | 75.00000 6375.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0041 727-93560 LUMP | 1000.00000 1000.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0042 728-98377 LUMP | 1500.00000 1500.00| | MASONRY COATING | | | 0043 801-04308 6.000 EACH | 200.00000 1200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06640 2.000 EACH | 200.00000 400.00| | CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 11000.00000 11000.00| | MAINTAINING TRAFFIC | | | 0046 801-07118 108.000 LFT | 12.00000 1296.00| | BARRICADE, III-A | | | 0047 801-07119 72.000 LFT | 12.00000 864.00| | BARRICADE, III-B | | | SECTION TOTALS | $ 535,405.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 535,405.75| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-90 CALL ORDER : 690 CONTRACT ID : BT-28182-A COUNTIES : ELKHART LETTING DATE : 02/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 6,617,771.80 100.0000% ====================================================================================================================================