INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 36 CALL ORDER : 550 CONTRACT ID : B -28114-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 940,429.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 987,000.00 104.9521% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,016,175.16 108.0544% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,398,000.01 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,452,555.70 103.9024% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,537,036.70 109.9454% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,567,743.35 112.1419% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,580,957.35 113.0871% 6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,662,934.73 118.9510% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,668,444.25 119.3451% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC 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 | 5200.00000 5200.00| 5900.00000 5900.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1700.00000 20400.00| 1800.00000 21600.00| 1500.00000 18000.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 70000.00000 70000.00| 72600.00000 72600.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14500.00000 14500.00| 2500.00000 2500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-01502 2.000 EACH | 535.00000 1070.00| 850.00000 1700.00| 500.00000 1000.00 LIGHT STANDARD, REMOVE | | | 0008 202-02240 19.000 SYS | 100.00000 1900.00| 30.00000 570.00| 100.00000 1900.00 PAVEMENT REMOVAL | | | 0009 202-02241 181.600 LFT | 6.20000 1125.92| 7.91000 1436.46| 7.25000 1316.60 GUARDRAIL, REMOVE | | | 0010 202-02278 682.000 LFT | 5.85000 3989.70| 3.50000 2387.00| 12.00000 8184.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-51328 LUMP | 60006.93000 60006.93| 74787.00000 74787.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | NORTH BOUND | | | 0012 202-51328 LUMP | 61000.00000 61000.00| 53677.00000 53677.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | SOUTH BOUND | | | 0013 202-51368 324.000 SYS | 17.40000 5637.60| 20.00000 6480.00| 14.00000 4536.00 SLOPEWALL, REMOVE | | | 0014 202-60815 252.000 LFT | 28.60000 7207.20| 12.00000 3024.00| 30.00000 7560.00 CENTER CURB, REMOVE | | | 0015 205-06937 141.000 LFT | 1.75000 246.75| 1.80000 253.80| 1.75000 246.75 TEMPORARY SILT FENCE | | | 0016 207-08262 1722.000 SYS | 11.70000 20147.40| 9.50000 16359.00| 14.00000 24108.00 SUBGRADE TREATMENT, TYPE I | | | 0017 211-06467 79.300 CYS | 39.00000 3092.70| 26.00000 2061.80| 70.00000 5551.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 213-52830 50.000 CYS | 130.00000 6500.00| 92.00000 4600.00| 125.00000 6250.00 FLOWABLE MORTAR | | | 0019 301-07448 56.000 TON | 24.00000 1344.00| 40.00000 2240.00| 30.00000 1680.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 124.000 CYS | 15.35000 1903.40| 42.00000 5208.00| 50.00000 6200.00 DENSE GRADED SUBBASE | | | 0021 304-07493 995.300 TON | 42.65000 42449.55| 45.00000 44788.50| 40.00000 39812.00 WIDENING WITH HMA, TYPE B | | | 0022 306-08034 1425.000 SYS | 4.20000 5985.00| 4.97000 7082.25| 6.00000 8550.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08037 1056.000 SYS | 4.62000 4878.72| 4.97000 5248.32| 6.00000 6336.00 MILLING, ASPHALT, 3 IN. | | | 0024 402-07433 75.700 TON | 68.60000 5193.02| 72.00000 5450.40| 64.00000 4844.80 HMA SURFACE, TYPE B | | | 0025 402-07441 52.900 TON | 63.20000 3343.28| 66.10000 3496.69| 59.00000 3121.10 HMA BASE, TYPE B | | | 0026 406-05520 1.810 TON | 108.00000 195.48| 113.00000 204.53| 110.00000 199.10 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 2375.00000 9500.00| 2300.00000 9200.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-02103 50.000 LFT | 27.00000 1350.00| 37.00000 1850.00| 34.00000 1700.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 601-99132 2.000 EACH | 97.20000 194.40| 147.00000 294.00| 135.00000 270.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0030 602-06729 16.000 EACH | 16.50000 264.00| 8.00000 128.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0031 605-06090 135.500 LFT | 21.00000 2845.50| 14.00000 1897.00| 20.00000 2710.00 CURB, INTEGRAL, CONCRETE | | | 0032 605-06255 39.500 SYS | 91.00000 3594.50| 55.00000 2172.50| 100.00000 3950.00 CENTER CURB, D, CONCRETE | | | 0033 609-06259 600.300 SYS | 59.75000 35867.93| 76.17000 45724.85| 65.00000 39019.50 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 610-07487 156.700 TON | 75.60000 11846.52| 79.10000 12394.97| 72.00000 11282.40 HMA FOR APPROACHES, TYPE B | | | 0035 616-02305 226.300 CYS | 108.00000 24440.40| 130.00000 29419.00| 150.00000 33945.00 GABIONS | | | 0036 616-02320 689.500 SYS | 1.67000 1151.47| 1.80000 1241.10| 3.00000 2068.50 GEOTEXTILES | | | 0037 616-05688 241.300 TON | 39.20000 9458.96| 30.87000 7448.93| 30.00000 7239.00 RIPRAP, CLASS 1 | | | 0038 616-51367 324.000 SYS | 58.50000 18954.00| 40.00000 12960.00| 55.00000 17820.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0039 619-05926 LUMP | 2000.00000 2000.00| 1808.00000 1808.00| 1650.00000 1650.00 ENVIRONMENTAL CONTROL , NORTH BOUND STR | | | 0040 619-05926 LUMP | 2000.00000 2000.00| 1808.00000 1808.00| 1650.00000 1650.00 ENVIRONMENTAL CONTROL , SOUTH BOUND STR | | | 0041 619-51859 LUMP | 30000.00000 30000.00| 27120.00000 27120.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , NORTH BOUND STR. | | | 0042 619-51859 LUMP | 30000.00000 30000.00| 31300.00000 31300.00| 29000.00000 29000.00 PAINT STEEL BRIDGE , SOUTH BOUND STR. | | | 0043 619-61000 LUMP | 50000.00000 50000.00| 48590.00000 48590.00| 43500.00000 43500.00 CLEAN STEEL BRIDGE , NORTH BOUND STR. | | | 0044 619-61000 LUMP | 50000.00000 50000.00| 55596.00000 55596.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE , SOUTH BOUND STR. | | | 0045 621-01004 2.000 EACH | 270.00000 540.00| 280.00000 560.00| 275.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.240 TON | 345.00000 82.80| 360.00000 86.40| 350.00000 84.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 621-06553 102.000 LBS | 1.95000 198.90| 2.00000 204.00| 2.00000 204.00 SEED MIXTURE, R | | | 0048 621-06557 48.000 LBS | 0.75000 36.00| 0.80000 38.40| 0.75000 36.00 SEED MIXTURE, T | | | 0049 621-06565 1.200 TON | 865.00000 1038.00| 904.00000 1084.80| 850.00000 1020.00 MULCHING MATERIAL | | | 0050 702-51005 17.000 CYS | 741.00000 12597.00| 1362.00000 23154.00| 900.00000 15300.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51110 384.000 LBS | 6.60000 2534.40| 5.00000 1920.00| 4.00000 1536.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 340.000 EACH | 11.80000 4012.00| 8.00000 2720.00| 8.00000 2720.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 248671.000 LBS | 0.73000 181529.83| 0.86000 213857.06| 0.90000 223803.90 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97703 676.000 EACH | 8.00000 5408.00| 7.58000 5124.08| 12.00000 8112.00 THREADED BAR SPLICE, EPOXY COATED | | | 0055 704-51002 680.200 CYS | 420.00000 285684.00| 414.52000 281956.50| 475.00000 323095.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH | 1125.00000 4500.00| 1500.00000 6000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 46.600 CYS | 417.00000 19432.20| 466.27000 21728.18| 400.00000 18640.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 5175.00000 5175.00| 6771.00000 6771.00| 4800.00000 4800.00 SURFACE SEAL | | | 0059 711-51877 LUMP | 1700.00000 1700.00| 6131.00000 6131.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS , NORTH | | | BOUND STR. | | | 0060 711-51877 LUMP | 1700.00000 1700.00| 6131.00000 6131.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS , SOUTH | | | BOUND STR. | | | 0061 711-96800 6570.000 EACH | 1.85000 12154.50| 1.93000 12680.10| 1.75000 11497.50 STUD SHEAR CONNECTORS | | | 0062 715-05756 2.000 LFT | 96.00000 192.00| 100.00000 200.00| 200.00000 400.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0063 715-91361 6.000 LFT | 74.00000 444.00| 20.00000 120.00| 165.00000 990.00 PIPE, PVC, 6 IN. | | | 0064 720-44000 3.000 EACH | 206.00000 618.00| 275.00000 825.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0065 720-45045 1.000 EACH | 1300.00000 1300.00| 1000.00000 1000.00| 2000.00000 2000.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 720-45075 1.000 EACH | 1500.00000 1500.00| 1800.00000 1800.00| 2100.00000 2100.00 INLET, R13 | | | 0067 720-45145 1.000 EACH | 1302.00000 1302.00| 1200.00000 1200.00| 2000.00000 2000.00 INLET, J10, MODIFIED | | | 0068 720-94847 1.000 EACH | 1670.00000 1670.00| 1850.00000 1850.00| 2100.00000 2100.00 INLET, R13, MODIFIED | | | 0069 726-95870 30.000 EACH | 645.00000 19350.00| 308.49000 9254.70| 1000.00000 30000.00 BEARING ASSEMBLY | | | 0070 801-02595 3.000 EACH | 243.00000 729.00| 440.00000 1320.00| 230.00000 690.00 CONTROLLER, RESET TIMING | | | 0071 801-04308 5.000 EACH | 280.00000 1400.00| 510.00000 2550.00| 300.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 27435.000 LFT | 1.10000 30178.50| 1.10000 30178.50| 1.10000 30178.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0073 801-06469 4563.000 LFT | 1.85000 8441.55| 2.20000 10038.60| 2.20000 10038.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0074 801-06577 108.000 LFT | 10.80000 1166.40| 6.60000 712.80| 10.00000 1080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0075 801-06640 42.000 EACH | 140.00000 5880.00| 200.00000 8400.00| 210.00000 8820.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 1.000 EACH | 108.00000 108.00| 200.00000 200.00| 45.00000 45.00 CONSTRUCTION SIGN, B | | | 0077 801-06710 300.000 DAY | 16.20000 4860.00| 20.00000 6000.00| 10.00000 3000.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP | 58300.00000 58300.00| 40946.00000 40946.00| 44000.00000 44000.00 MAINTAINING TRAFFIC | | | 0079 801-07023 1.000 EACH | 8200.00000 8200.00| 5620.00000 5620.00| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0080 801-07118 210.000 LFT | 13.00000 2730.00| 13.85000 2908.50| 12.00000 2520.00 BARRICADE, III-A | | | 0081 801-07119 148.000 LFT | 13.00000 1924.00| 16.70000 2471.60| 15.00000 2220.00 BARRICADE, III-B | | | 0082 801-08388 421.000 LFT | 27.00000 11367.00| 43.27000 18216.67| 25.00000 10525.00 TEMPORARY TRAFFIC BARRIER | | | 0083 801-08389 731.000 LFT | 30.00000 21930.00| 44.40000 32456.40| 30.00000 21930.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 801-94295 16.000 EACH | 255.00000 4080.00| 226.00000 3616.00| 240.00000 3840.00 SIGNAL HEAD, RELOCATE | | | 0085 805-01842 1.000 EACH | 842.00000 842.00| 1074.00000 1074.00| 780.00000 780.00 HANDHOLE, SIGNAL | | | 0086 805-02352 420.000 LFT | 9.32000 3914.40| 2.60000 1092.00| 9.00000 3780.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0087 805-03690 115.000 LFT | 2.65000 304.75| 3.60000 414.00| 2.50000 287.50 SIGNAL CABLE, INSTALL | | | 0088 805-06592 25.000 LFT | 43.00000 1075.00| 26.00000 650.00| 41.00000 1025.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0089 805-78746 75.000 LFT | 17.00000 1275.00| 29.00000 2175.00| 16.00000 1200.00 PREFORMED LOOP DETECTORS | | | 0090 805-96197 168.000 LFT | 6.00000 1008.00| 1.10000 184.80| 5.75000 966.00 WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | 0091 807-01878 2.000 EACH | 210.00000 420.00| 254.00000 508.00| 200.00000 400.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0092 807-04654 2.000 EACH | 1525.00000 3050.00| 1864.00000 3728.00| 1500.00000 3000.00 LIGHT POLE , ROADWAY, 27 FT. E.M.H., 12 | | | FT. MAST | | | 0093 807-08214 681.000 LFT | 6.20000 4222.20| 11.00000 7491.00| 6.00000 4086.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0094 807-86910 4.000 EACH | 33.60000 134.40| 40.00000 160.00| 32.00000 128.00 CONNECTOR KIT, UNFUSED | | | 0095 807-86915 4.000 EACH | 33.60000 134.40| 40.00000 160.00| 32.00000 128.00 CONNECTOR KIT, FUSED | | | 0096 807-86920 6.000 EACH | 26.80000 160.80| 23.00000 138.00| 25.00000 150.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0097 807-86930 10.000 EACH | 15.90000 159.00| 17.00000 170.00| 15.00000 150.00 INSULATION LINK, NONWATERPROOFED | | | 0098 808-03002 300.000 LFT | 0.80000 240.00| 1.10000 330.00| 2.30000 690.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0099 808-03631 2684.000 LFT | 0.80000 2147.20| 1.10000 2952.40| 2.30000 6173.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-03632 1650.000 LFT | 0.80000 1320.00| 1.10000 1815.00| 2.30000 3795.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0101 808-06701 1440.000 LFT | 0.40000 576.00| 0.43000 619.20| 0.30000 432.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 8015.000 LFT | 0.40000 3206.00| 0.43000 3446.45| 0.30000 2404.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0103 808-06705 290.000 LFT | 1.10000 319.00| 1.70000 493.00| 1.00000 290.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0104 808-06716 3050.000 LFT | 0.80000 2440.00| 0.62000 1891.00| 0.40000 1220.00 LINE, REMOVE | | | 0105 808-74805 84.000 LFT | 16.20000 1360.80| 18.00000 1512.00| 13.00000 1092.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0106 808-74807 5.000 EACH | 216.00000 1080.00| 198.00000 990.00| 325.00000 1625.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0107 808-74808 5.000 EACH | 324.00000 1620.00| 280.00000 1400.00| 330.00000 1650.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0108 808-75245 9752.000 LFT | 0.40000 3900.80| 0.43000 4193.36| 0.30000 2925.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 1684.000 LFT | 2.15000 3620.60| 2.55000 4294.20| 1.60000 2694.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 289.000 LFT | 3.25000 939.25| 5.10000 1473.90| 3.25000 939.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 15.000 EACH | 65.00000 975.00| 96.00000 1440.00| 60.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 8.000 EACH | 97.00000 776.00| 140.00000 1120.00| 65.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,398,000.01| $ 1,452,555.70| $ 1,537,036.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,398,000.01| $ 1,452,555.70| $ 1,537,036.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 6010.88000 6010.88| 8864.65000 8864.65 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 2561.29000 30735.48| 1365.88000 16390.56 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 | 76000.00000 76000.00| 78897.00000 78897.00| 83146.74000 83146.74 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15500.00000 15500.00| 28574.55000 28574.55| 5640.51000 5640.51 CLEARING RIGHT OF WAY | | | 0007 202-01502 2.000 EACH | 250.00000 500.00| 521.85000 1043.70| 962.01000 1924.02 LIGHT STANDARD, REMOVE | | | 0008 202-02240 19.000 SYS | 50.00000 950.00| 42.50000 807.50| 83.90000 1594.10 PAVEMENT REMOVAL | | | 0009 202-02241 181.600 LFT | 5.00000 908.00| 7.38000 1340.21| 7.30000 1325.68 GUARDRAIL, REMOVE | | | 0010 202-02278 682.000 LFT | 7.50000 5115.00| 2.73000 1861.86| 2.96000 2018.72 CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP | 110000.00000 110000.00| 65000.00000 65000.00| 59051.19000 59051.19 PRESENT STRUCTURE, REMOVE PORTIONS , | | | NORTH BOUND | | | 0012 202-51328 LUMP | 110000.00000 110000.00| 65000.00000 65000.00| 53016.98000 53016.98 PRESENT STRUCTURE, REMOVE PORTIONS , | | | SOUTH BOUND | | | 0013 202-51368 324.000 SYS | 20.00000 6480.00| 10.66000 3453.84| 9.40000 3045.60 SLOPEWALL, REMOVE | | | 0014 202-60815 252.000 LFT | 15.00000 3780.00| 16.61000 4185.72| 12.25000 3087.00 CENTER CURB, REMOVE | | | 0015 205-06937 141.000 LFT | 3.00000 423.00| 1.69000 238.29| 6.53000 920.73 TEMPORARY SILT FENCE | | | 0016 207-08262 1722.000 SYS | 5.00000 8610.00| 16.04000 27620.88| 24.85000 42791.70 SUBGRADE TREATMENT, TYPE I | | | 0017 211-06467 79.300 CYS | 45.00000 3568.50| 63.98000 5073.61| 58.78000 4661.25 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 213-52830 50.000 CYS | 90.00000 4500.00| 121.56000 6078.00| 110.17000 5508.50 FLOWABLE MORTAR | | | 0019 301-07448 56.000 TON | 25.00000 1400.00| 24.71000 1383.76| 31.96000 1789.76 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 124.000 CYS | 45.00000 5580.00| 45.40000 5629.60| 58.42000 7244.08 DENSE GRADED SUBBASE | | | 0021 304-07493 995.300 TON | 65.00000 64694.50| 58.44000 58165.33| 70.33000 69999.45 WIDENING WITH HMA, TYPE B | | | 0022 306-08034 1425.000 SYS | 3.75000 5343.75| 5.65000 8051.25| 4.96000 7068.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08037 1056.000 SYS | 3.75000 3960.00| 6.45000 6811.20| 5.86000 6188.16 MILLING, ASPHALT, 3 IN. | | | 0024 402-07433 75.700 TON | 63.00000 4769.10| 90.00000 6813.00| 66.22000 5012.85 HMA SURFACE, TYPE B | | | 0025 402-07441 52.900 TON | 63.00000 3332.70| 105.00000 5554.50| 61.01000 3227.43 HMA BASE, TYPE B | | | 0026 406-05520 1.810 TON | 300.00000 543.00| 147.00000 266.07| 104.29000 188.76 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 2250.00000 9000.00| 2167.08000 8668.32| 2143.16000 8572.64 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-02103 50.000 LFT | 36.00000 1800.00| 34.80000 1740.00| 34.42000 1721.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0029 601-99132 2.000 EACH | 140.00000 280.00| 137.09000 274.18| 135.58000 271.16 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0030 602-06729 16.000 EACH | 10.00000 160.00| 7.38000 118.08| 7.30000 116.80 BARRIER DELINEATOR | | | 0031 605-06090 135.500 LFT | 20.00000 2710.00| 42.78000 5796.69| 13.69000 1855.00 CURB, INTEGRAL, CONCRETE | | | 0032 605-06255 39.500 SYS | 65.00000 2567.50| 161.03000 6360.69| 86.66000 3423.07 CENTER CURB, D, CONCRETE | | | 0033 609-06259 600.300 SYS | 70.00000 42021.00| 76.33000 45820.90| 100.20000 60150.06 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 610-07487 156.700 TON | 80.00000 12536.00| 93.00000 14573.10| 73.00000 11439.10 HMA FOR APPROACHES, TYPE B | | | 0035 616-02305 226.300 CYS | 100.00000 22630.00| 178.46000 40385.50| 175.12000 39629.66 GABIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 616-02320 689.500 SYS | 3.00000 2068.50| 2.52000 1737.54| 2.41000 1661.70 GEOTEXTILES | | | 0037 616-05688 241.300 TON | 30.00000 7239.00| 41.40000 9989.82| 43.28000 10443.46 RIPRAP, CLASS 1 | | | 0038 616-51367 324.000 SYS | 65.00000 21060.00| 69.09000 22385.16| 65.64000 21267.36 SLOPEWALL, CONCRETE, 4 IN. | | | 0039 619-05926 LUMP | 3000.00000 3000.00| 1687.27000 1687.27| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , NORTH BOUND STR | | | 0040 619-05926 LUMP | 3000.00000 3000.00| 1687.27000 1687.27| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , SOUTH BOUND STR | | | 0041 619-51859 LUMP | 15000.00000 15000.00| 25308.98000 25308.98| 30000.00000 30000.00 PAINT STEEL BRIDGE , NORTH BOUND STR. | | | 0042 619-51859 LUMP | 15000.00000 15000.00| 29210.78000 29210.78| 30000.00000 30000.00 PAINT STEEL BRIDGE , SOUTH BOUND STR. | | | 0043 619-61000 LUMP | 37500.00000 37500.00| 45345.25000 45345.25| 38000.00000 38000.00 CLEAN STEEL BRIDGE , NORTH BOUND STR. | | | 0044 619-61000 LUMP | 37500.00000 37500.00| 51883.40000 51883.40| 38000.00000 38000.00 CLEAN STEEL BRIDGE , SOUTH BOUND STR. | | | 0045 621-01004 2.000 EACH | 300.00000 600.00| 263.64000 527.28| 260.73000 521.46 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.240 TON | 400.00000 96.00| 337.46000 80.99| 333.73000 80.10 FERTILIZER | | | 0047 621-06553 102.000 LBS | 2.50000 255.00| 1.90000 193.80| 1.88000 191.76 SEED MIXTURE, R | | | 0048 621-06557 48.000 LBS | 1.00000 48.00| 0.74000 35.52| 0.73000 35.04 SEED MIXTURE, T | | | 0049 621-06565 1.200 TON | 900.00000 1080.00| 843.63000 1012.36| 834.32000 1001.18 MULCHING MATERIAL | | | 0050 702-51005 17.000 CYS | 775.00000 13175.00| 714.81000 12151.77| 876.47000 14899.99 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51110 384.000 LBS | 3.00000 1152.00| 3.36000 1290.24| 7.33000 2814.72 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 340.000 EACH | 20.00000 6800.00| 4.68000 1591.20| 14.40000 4896.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 248671.000 LBS | 0.85000 211370.35| 0.81000 201423.51| 1.01000 251157.71 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97703 676.000 EACH | 8.00000 5408.00| 8.00000 5408.00| 11.77000 7956.52 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 704-51002 680.200 CYS | 450.00000 306090.00| 523.35000 355982.67| 548.41000 373028.48 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH | 1350.00000 5400.00| 1423.63000 5694.52| 1251.48000 5005.92 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 46.600 CYS | 440.00000 20504.00| 348.00000 16216.80| 427.59000 19925.69 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 5500.00000 5500.00| 6318.39000 6318.39| 4997.16000 4997.16 SURFACE SEAL | | | 0059 711-51877 LUMP | 8000.00000 8000.00| 5554.19000 5554.19| 11352.98000 11352.98 JACKING AND SUPPORTING BEAMS , NORTH | | | BOUND STR. | | | 0060 711-51877 LUMP | 8000.00000 8000.00| 5554.19000 5554.19| 11352.98000 11352.98 JACKING AND SUPPORTING BEAMS , SOUTH | | | BOUND STR. | | | 0061 711-96800 6570.000 EACH | 1.90000 12483.00| 1.80000 11826.00| 5.80000 38106.00 STUD SHEAR CONNECTORS | | | 0062 715-05756 2.000 LFT | 100.00000 200.00| 54.91000 109.82| 542.98000 1085.96 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0063 715-91361 6.000 LFT | 17.50000 105.00| 16.92000 101.52| 45.03000 270.18 PIPE, PVC, 6 IN. | | | 0064 720-44000 3.000 EACH | 350.00000 1050.00| 610.25000 1830.75| 418.56000 1255.68 CASTING, ADJUST TO GRADE | | | 0065 720-45045 1.000 EACH | 1500.00000 1500.00| 2235.86000 2235.86| 1524.35000 1524.35 INLET, J10 | | | 0066 720-45075 1.000 EACH | 2000.00000 2000.00| 3162.79000 3162.79| 1805.26000 1805.26 INLET, R13 | | | 0067 720-45145 1.000 EACH | 1500.00000 1500.00| 2235.86000 2235.86| 1524.35000 1524.35 INLET, J10, MODIFIED | | | 0068 720-94847 1.000 EACH | 2000.00000 2000.00| 3162.79000 3162.79| 1805.26000 1805.26 INLET, R13, MODIFIED | | | 0069 726-95870 30.000 EACH | 1500.00000 45000.00| 658.53000 19755.90| 797.41000 23922.30 BEARING ASSEMBLY | | | 0070 801-02595 3.000 EACH | 250.00000 750.00| 237.20000 711.60| 406.73000 1220.19 CONTROLLER, RESET TIMING | | | 0071 801-04308 5.000 EACH | 300.00000 1500.00| 474.55000 2372.75| 469.31000 2346.55 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 27435.000 LFT | 1.10000 30178.50| 1.03000 28258.05| 1.01000 27709.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 801-06469 4563.000 LFT | 1.80000 8213.40| 2.06000 9399.78| 2.03000 9262.89 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0074 801-06577 108.000 LFT | 11.00000 1188.00| 6.17000 666.36| 6.10000 658.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0075 801-06640 42.000 EACH | 150.00000 6300.00| 189.82000 7972.44| 17.72000 744.24 CONSTRUCTION SIGN, A | | | 0076 801-06645 1.000 EACH | 100.00000 100.00| 189.82000 189.82| 187.72000 187.72 CONSTRUCTION SIGN, B | | | 0077 801-06710 300.000 DAY | 16.00000 4800.00| 18.98000 5694.00| 18.77000 5631.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP | 75000.00000 75000.00| 50761.34000 50761.34| 63688.33000 63688.33 MAINTAINING TRAFFIC | | | 0079 801-07023 1.000 EACH | 5500.00000 5500.00| 5246.34000 5246.34| 5188.43000 5188.43 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0080 801-07118 210.000 LFT | 14.00000 2940.00| 12.92000 2713.20| 12.78000 2683.80 BARRICADE, III-A | | | 0081 801-07119 148.000 LFT | 14.00000 2072.00| 15.56000 2302.88| 15.38000 2276.24 BARRICADE, III-B | | | 0082 801-08388 421.000 LFT | 20.00000 8420.00| 18.85000 7935.85| 16.84000 7089.64 TEMPORARY TRAFFIC BARRIER | | | 0083 801-08389 731.000 LFT | 24.00000 17544.00| 20.95000 15314.45| 19.37000 14159.47 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0084 801-94295 16.000 EACH | 225.00000 3600.00| 248.80000 3980.80| 208.58000 3337.28 SIGNAL HEAD, RELOCATE | | | 0085 805-01842 1.000 EACH | 750.00000 750.00| 822.40000 822.40| 990.76000 990.76 HANDHOLE, SIGNAL | | | 0086 805-02352 420.000 LFT | 4.50000 1890.00| 9.10000 3822.00| 2.40000 1008.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0087 805-03690 115.000 LFT | 10.00000 1150.00| 2.58000 296.70| 3.34000 384.10 SIGNAL CABLE, INSTALL | | | 0088 805-06592 25.000 LFT | 25.00000 625.00| 42.31000 1057.75| 23.99000 599.75 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0089 805-78746 75.000 LFT | 20.00000 1500.00| 16.70000 1252.50| 27.12000 2034.00 PREFORMED LOOP DETECTORS | | | 0090 805-96197 168.000 LFT | 7.50000 1260.00| 5.82000 977.76| 1.04000 174.72 WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 807-01878 2.000 EACH | 750.00000 1500.00| 204.04000 408.08| 234.65000 469.30 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0092 807-04654 2.000 EACH | 2000.00000 4000.00| 1489.40000 2978.80| 1720.79000 3441.58 LIGHT POLE , ROADWAY, 27 FT. E.M.H., 12 | | | FT. MAST | | | 0093 807-08214 681.000 LFT | 7.50000 5107.50| 6.04000 4113.24| 9.39000 6394.59 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0094 807-86910 4.000 EACH | 50.00000 200.00| 32.76000 131.04| 36.50000 146.00 CONNECTOR KIT, UNFUSED | | | 0095 807-86915 4.000 EACH | 25.00000 100.00| 32.76000 131.04| 36.50000 146.00 CONNECTOR KIT, FUSED | | | 0096 807-86920 6.000 EACH | 15.00000 90.00| 26.16000 156.96| 20.86000 125.16 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0097 807-86930 10.000 EACH | 10.00000 100.00| 15.48000 154.80| 15.64000 156.40 INSULATION LINK, NONWATERPROOFED | | | 0098 808-03002 300.000 LFT | 1.00000 300.00| 1.03000 309.00| 1.02000 306.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0099 808-03631 2684.000 LFT | 1.00000 2684.00| 1.03000 2764.52| 1.02000 2737.68 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0100 808-03632 1650.000 LFT | 1.00000 1650.00| 1.03000 1699.50| 1.02000 1683.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0101 808-06701 1440.000 LFT | 0.40000 576.00| 0.40000 576.00| 0.40000 576.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 8015.000 LFT | 0.40000 3206.00| 0.40000 3206.00| 0.40000 3206.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0103 808-06705 290.000 LFT | 1.10000 319.00| 1.59000 461.10| 1.56000 452.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0104 808-06716 3050.000 LFT | 1.00000 3050.00| 0.58000 1769.00| 0.57000 1738.50 LINE, REMOVE | | | 0105 808-74805 84.000 LFT | 17.00000 1428.00| 16.87000 1417.08| 16.69000 1401.96 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0106 808-74807 5.000 EACH | 250.00000 1250.00| 184.54000 922.70| 182.51000 912.55 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 808-74808 5.000 EACH | 350.00000 1750.00| 263.64000 1318.20| 260.73000 1303.65 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0108 808-75245 9752.000 LFT | 0.40000 3900.80| 0.40000 3900.80| 0.40000 3900.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 1684.000 LFT | 2.25000 3789.00| 2.37000 3991.08| 2.35000 3957.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 289.000 LFT | 3.25000 939.25| 4.75000 1372.75| 4.69000 1355.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 15.000 EACH | 65.00000 975.00| 89.63000 1344.45| 88.65000 1329.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 8.000 EACH | 100.00000 800.00| 131.82000 1054.56| 130.36000 1042.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,567,743.35| $ 1,580,957.35| $ 1,662,934.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,567,743.35| $ 1,580,957.35| $ 1,662,934.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1800.00000 21600.00| | 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 | 83000.00000 83000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9000.63000 9000.63| | CLEARING RIGHT OF WAY | | | 0007 202-01502 2.000 EACH | 500.00000 1000.00| | LIGHT STANDARD, REMOVE | | | 0008 202-02240 19.000 SYS | 75.00000 1425.00| | PAVEMENT REMOVAL | | | 0009 202-02241 181.600 LFT | 7.00000 1271.20| | GUARDRAIL, REMOVE | | | 0010 202-02278 682.000 LFT | 12.00000 8184.00| | CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP | 95000.00000 95000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | NORTH BOUND | | | 0012 202-51328 LUMP | 104000.00000 104000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | SOUTH BOUND | | | 0013 202-51368 324.000 SYS | 15.00000 4860.00| | SLOPEWALL, REMOVE | | | 0014 202-60815 252.000 LFT | 14.00000 3528.00| | CENTER CURB, REMOVE | | | 0015 205-06937 141.000 LFT | 1.60000 225.60| | TEMPORARY SILT FENCE | | | 0016 207-08262 1722.000 SYS | 4.00000 6888.00| | SUBGRADE TREATMENT, TYPE I | | | 0017 211-06467 79.300 CYS | 65.00000 5154.50| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 213-52830 50.000 CYS | 100.00000 5000.00| | FLOWABLE MORTAR | | | 0019 301-07448 56.000 TON | 35.00000 1960.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 124.000 CYS | 40.00000 4960.00| | DENSE GRADED SUBBASE | | | 0021 304-07493 995.300 TON | 39.50000 39314.35| | WIDENING WITH HMA, TYPE B | | | 0022 306-08034 1425.000 SYS | 5.25000 7481.25| | MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08037 1056.000 SYS | 5.55000 5860.80| | MILLING, ASPHALT, 3 IN. | | | 0024 402-07433 75.700 TON | 63.50000 4806.95| | HMA SURFACE, TYPE B | | | 0025 402-07441 52.900 TON | 58.50000 3094.65| | HMA BASE, TYPE B | | | 0026 406-05520 1.810 TON | 100.00000 181.00| | ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 2055.00000 8220.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-02103 50.000 LFT | 33.00000 1650.00| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0029 601-99132 2.000 EACH | 130.00000 260.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0030 602-06729 16.000 EACH | 7.00000 112.00| | BARRIER DELINEATOR | | | 0031 605-06090 135.500 LFT | 30.00000 4065.00| | CURB, INTEGRAL, CONCRETE | | | 0032 605-06255 39.500 SYS | 95.00000 3752.50| | CENTER CURB, D, CONCRETE | | | 0033 609-06259 600.300 SYS | 70.00000 42021.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 610-07487 156.700 TON | 70.00000 10969.00| | HMA FOR APPROACHES, TYPE B | | | 0035 616-02305 226.300 CYS | 150.00000 33945.00| | GABIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 616-02320 689.500 SYS | 2.75000 1896.13| | GEOTEXTILES | | | 0037 616-05688 241.300 TON | 40.00000 9652.00| | RIPRAP, CLASS 1 | | | 0038 616-51367 324.000 SYS | 90.00000 29160.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0039 619-05926 LUMP | 1600.00000 1600.00| | ENVIRONMENTAL CONTROL , NORTH BOUND STR | | | 0040 619-05926 LUMP | 1500.00000 1500.00| | ENVIRONMENTAL CONTROL , SOUTH BOUND STR | | | 0041 619-51859 LUMP | 24000.00000 24000.00| | PAINT STEEL BRIDGE , NORTH BOUND STR. | | | 0042 619-51859 LUMP | 27700.00000 27700.00| | PAINT STEEL BRIDGE , SOUTH BOUND STR. | | | 0043 619-61000 LUMP | 55250.00000 55250.00| | CLEAN STEEL BRIDGE , NORTH BOUND STR. | | | 0044 619-61000 LUMP | 61450.00000 61450.00| | CLEAN STEEL BRIDGE , SOUTH BOUND STR. | | | 0045 621-01004 2.000 EACH | 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.240 TON | 320.00000 76.80| | FERTILIZER | | | 0047 621-06553 102.000 LBS | 1.80000 183.60| | SEED MIXTURE, R | | | 0048 621-06557 48.000 LBS | 0.70000 33.60| | SEED MIXTURE, T | | | 0049 621-06565 1.200 TON | 800.00000 960.00| | MULCHING MATERIAL | | | 0050 702-51005 17.000 CYS | 1000.00000 17000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51110 384.000 LBS | 6.50000 2496.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 340.000 EACH | 14.00000 4760.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 248671.000 LBS | 0.75000 186503.25| | REINFORCING STEEL, EPOXY COATED | | | 0054 703-97703 676.000 EACH | 10.00000 6760.00| | THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 704-51002 680.200 CYS | 550.00000 374110.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH | 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 46.600 CYS | 600.00000 27960.00| | CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL | | | 0059 711-51877 LUMP | 15000.00000 15000.00| | JACKING AND SUPPORTING BEAMS , NORTH | | | BOUND STR. | | | 0060 711-51877 LUMP | 15000.00000 15000.00| | JACKING AND SUPPORTING BEAMS , SOUTH | | | BOUND STR. | | | 0061 711-96800 6570.000 EACH | 1.71000 11234.70| | STUD SHEAR CONNECTORS | | | 0062 715-05756 2.000 LFT | 110.00000 220.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0063 715-91361 6.000 LFT | 35.00000 210.00| | PIPE, PVC, 6 IN. | | | 0064 720-44000 3.000 EACH | 800.00000 2400.00| | CASTING, ADJUST TO GRADE | | | 0065 720-45045 1.000 EACH | 3500.00000 3500.00| | INLET, J10 | | | 0066 720-45075 1.000 EACH | 3600.00000 3600.00| | INLET, R13 | | | 0067 720-45145 1.000 EACH | 3800.00000 3800.00| | INLET, J10, MODIFIED | | | 0068 720-94847 1.000 EACH | 3900.00000 3900.00| | INLET, R13, MODIFIED | | | 0069 726-95870 30.000 EACH | 850.00000 25500.00| | BEARING ASSEMBLY | | | 0070 801-02595 3.000 EACH | 225.00000 675.00| | CONTROLLER, RESET TIMING | | | 0071 801-04308 5.000 EACH | 450.00000 2250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 27435.000 LFT | 0.97000 26611.95| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 801-06469 4563.000 LFT | 1.95000 8897.85| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0074 801-06577 108.000 LFT | 5.85000 631.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0075 801-06640 42.000 EACH | 180.00000 7560.00| | CONSTRUCTION SIGN, A | | | 0076 801-06645 1.000 EACH | 180.00000 180.00| | CONSTRUCTION SIGN, B | | | 0077 801-06710 300.000 DAY | 18.00000 5400.00| | FLASHING ARROW SIGN | | | 0078 801-06775 LUMP | 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0079 801-07023 1.000 EACH | 4975.00000 4975.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0080 801-07118 210.000 LFT | 12.25000 2572.50| | BARRICADE, III-A | | | 0081 801-07119 148.000 LFT | 14.75000 2183.00| | BARRICADE, III-B | | | 0082 801-08388 421.000 LFT | 35.00000 14735.00| | TEMPORARY TRAFFIC BARRIER | | | 0083 801-08389 731.000 LFT | 37.00000 27047.00| | TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0084 801-94295 16.000 EACH | 235.93000 3774.88| | SIGNAL HEAD, RELOCATE | | | 0085 805-01842 1.000 EACH | 779.87000 779.87| | HANDHOLE, SIGNAL | | | 0086 805-02352 420.000 LFT | 8.63000 3624.60| | WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0087 805-03690 115.000 LFT | 2.45000 281.75| | SIGNAL CABLE, INSTALL | | | 0088 805-06592 25.000 LFT | 40.12000 1003.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0089 805-78746 75.000 LFT | 15.84000 1188.00| | PREFORMED LOOP DETECTORS | | | 0090 805-96197 168.000 LFT | 5.52000 927.36| | WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 807-01878 2.000 EACH | 193.49000 386.98| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0092 807-04654 2.000 EACH | 1412.37000 2824.74| | LIGHT POLE , ROADWAY, 27 FT. E.M.H., 12 | | | FT. MAST | | | 0093 807-08214 681.000 LFT | 5.72000 3895.32| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0094 807-86910 4.000 EACH | 31.07000 124.28| | CONNECTOR KIT, UNFUSED | | | 0095 807-86915 4.000 EACH | 31.07000 124.28| | CONNECTOR KIT, FUSED | | | 0096 807-86920 6.000 EACH | 24.80000 148.80| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0097 807-86930 10.000 EACH | 14.68000 146.80| | INSULATION LINK, NONWATERPROOFED | | | 0098 808-03002 300.000 LFT | 0.98000 294.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0099 808-03631 2684.000 LFT | 0.98000 2630.32| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0100 808-03632 1650.000 LFT | 0.98000 1617.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0101 808-06701 1440.000 LFT | 0.38000 547.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0102 808-06703 8015.000 LFT | 0.38000 3045.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0103 808-06705 290.000 LFT | 1.50000 435.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0104 808-06716 3050.000 LFT | 0.55000 1677.50| | LINE, REMOVE | | | 0105 808-74805 84.000 LFT | 16.00000 1344.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0106 808-74807 5.000 EACH | 175.00000 875.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 570 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,874.12 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28416-A COUNTIES : MARION LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 808-74808 5.000 EACH | 250.00000 1250.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0108 808-75245 9752.000 LFT | 0.38000 3705.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 1684.000 LFT | 2.25000 3789.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 289.000 LFT | 4.50000 1300.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 15.000 EACH | 85.00000 1275.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 8.000 EACH | 125.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,668,444.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,668,444.25| $ 0.00| $ ====================================================================================================================================