INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,372,957.51 ROUTE : NUS 20 CALL ORDER : 440 CONTRACT ID : B -25227-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1538024 1538024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,596,447.92 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 2,838,694.96 109.3299% 3 36-2231526 WALSH CONSTR CO OF ILL $ 3,248,107.00 125.0980% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 22005.04000 22005.04| 2381.23000 2381.23| 245606.00000 245606.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2161.11000 25933.32| 1921.23000 23054.76| 2210.00000 26520.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 147500.00000 147500.00| 143229.45000 143229.45| 160000.00000 160000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 1434.00000 1434.00| 32000.00000 32000.00 CLEARING RIGHT OF WAY STRUCTURE NO. 1 | | | 0005 201-52370 LUMP| 6000.00000 6000.00| 1434.00000 1434.00| 32000.00000 32000.00 CLEARING RIGHT OF WAY STRUCTURE NO. 2 | | | 0006 202-02240 231.000 m2 | 9.00000 2079.00| 25.22000 5825.82| 35.00000 8085.00 PAVEMENT, REMOVE | | | 0007 202-02241 228.600 m | 18.00000 4114.80| 18.00000 4114.80| 18.00000 4114.80 GUARDRAIL, REMOVE | | | 0008 202-51133 274.000 m | 10.91000 2989.34| 6.29000 1723.46| 5.00000 1370.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 72000.00000 72000.00| 63226.09000 63226.09| 165000.00000 165000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO. 1 | | | 0010 202-51330 LUMP| 83000.00000 83000.00| 78256.98000 78256.98| 135000.00000 135000.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 2 | | | 0011 202-51368 1033.000 m2 | 4.51000 4658.83| 3.33000 3439.89| 4.00000 4132.00 SLOPEWALL, REMOVE | | | 0012 202-60820 6932.000 m2 | 3.37000 23360.84| 1.43000 9912.76| 2.00000 13864.00 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,372,957.51 ROUTE : NUS 20 CALL ORDER : 440 CONTRACT ID : B -25227-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91385 8.000 EACH| 174.32000 1394.56| 91.05000 728.40| 250.00000 2000.00 INLET, REMOVE | | | 0014 202-94749 228.600 m | 5.14000 1175.00| 16.65000 3806.19| 8.00000 1828.80 CURB, ASPHALT, REMOVE | | | 0015 203-02000 17572.800 m3 | 8.50000 149368.80| 14.88000 261483.26| 0.50000 8786.40 EXCAVATION, COMMON | | | 0016 203-02070 15310.400 m3 | 14.00000 214345.60| 7.25000 111000.40| 0.50000 7655.20 BORROW | | | 0017 203-02100 7743.600 m3 | 10.00000 77436.00| 8.84000 68453.42| 15.00000 116154.00 EXCAVATION, PEAT | | | 0018 203-02131 19.400 m3 | 49.79000 965.93| 17.82000 345.71| 50.00000 970.00 EXPLORATORY EXCAVATION | | | 0019 206-51230 80.000 m3 | 14.20000 1136.00| 27.85000 2228.00| 11.47000 917.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 206-51817 934.000 m2 | 108.85000 101665.90| 268.36000 250648.24| 111.96000 104570.64 SHEET PILING, STEEL | | | 0021 211-02060 4707.800 m3 | 16.00000 75324.80| 15.72000 74006.62| 9.02000 42464.36 B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-06467 41.400 m3 | 62.01000 2567.21| 95.71000 3962.39| 59.64000 2469.10 AGGREGATE FOR END BENT BACKFILL | | | 0023 303-52308 491.100 Mg | 18.95000 9306.35| 35.42000 17394.76| 20.71000 10170.68 COMPACTED AGGREGATE, O, 53 | | | 0024 404-05511 1319.000 m2 | 2.00000 2638.00| 2.00000 2638.00| 2.00000 2638.00 SEAL COAT, 2 | | | 0025 406-05521 6932.000 m2 | 0.04000 277.28| 0.04000 277.28| 0.04000 277.28 ASPHALT FOR TACK COAT | | | 0026 502-06329 927.000 m2 | 38.50000 35689.50| 42.90000 39768.30| 50.00000 46350.00 PCCP, 300 mm | | | 0027 503-05310 80.000 m | 245.08000 19606.40| 391.54000 31323.20| 300.00000 24000.00 TERMINAL JOINT | | | 0028 601-01522 8.000 EACH| 1300.00000 10400.00| 1300.00000 10400.00| 1300.00000 10400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-06035 117.640 m | 24.00000 2823.36| 24.00000 2823.36| 34.20000 4023.29 GUARDRAIL, RESET | | | 0030 601-07024 4.000 EACH| 5500.00000 22000.00| 5500.00000 22000.00| 6000.00000 24000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0031 601-99105 491.920 m | 29.00000 14265.68| 29.00000 14265.68| 29.00000 14265.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-02098 4.000 EACH| 1276.03000 5104.12| 2600.00000 10400.00| 1740.88000 6963.52 MEDIAN BARRIER RAIL TRANSITION | | | 0033 602-06032 598.000 m | 99.34000 59405.32| 293.48000 175501.04| 124.21000 74277.58 BARRIER, MEDIAN, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,372,957.51 ROUTE : NUS 20 CALL ORDER : 440 CONTRACT ID : B -25227-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-06639 231.000 m | 62.98000 14548.38| 108.58000 25081.98| 60.00000 13860.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 1284.000 m | 28.90000 37107.60| 68.43000 87864.12| 48.00000 61632.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 68.000 EACH| 7.00000 476.00| 3.65000 248.20| 3.65000 248.20 BARRIER DELINEATOR | | | 0037 605-05523 468.000 m | 33.92000 15874.56| 32.00000 14976.00| 32.00000 14976.00 CURB, HMA | | | 0038 610-05527 1791.900 Mg | 43.00000 77051.70| 48.00000 86011.20| 43.00000 77051.70 HMA FOR APPROACHES | | | 0039 610-06259 388.000 m2 | 41.64000 16156.32| 148.29000 57536.52| 75.05000 29119.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0040 616-02320 2938.900 m2 | 1.53000 4496.52| 2.47000 7259.08| 1.81000 5319.41 GEOTEXTILES | | | 0041 616-06405 2913.200 Mg | 20.00000 58264.00| 36.36000 105923.95| 24.57000 71577.32 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 455.00000 910.00| 455.00000 910.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 1120.000 m2 | 1.10000 1232.00| 1.10000 1232.00| 0.94000 1052.80 MULCHED SEEDING, R | | | 0044 621-06574 111.000 m2 | 18.70000 2075.70| 18.70000 2075.70| 5.07000 562.77 SODDING | | | 0045 701-96089 742.000 m | 100.00000 74200.00| 46.36000 34399.12| 159.19000 118118.98 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0046 702-51005 130.200 m3 | 609.91000 79410.28| 423.40000 55126.68| 850.00000 110670.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 25.200 m3 | 382.46000 9637.99| 185.26000 4668.55| 450.00000 11340.00 CONCRETE, B, FOOTINGS | | | 0048 702-51863 168.000 EACH| 4.38000 735.84| 8.37000 1406.16| 8.65000 1453.20 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-01540 64.000 EACH| 19.26000 1232.64| 25.32000 1620.48| 26.49000 1695.36 THREADED TIE BAR ASSEMBLY | | | 0050 703-51030 15160.000 kg | 1.12000 16979.20| 0.92000 13947.20| 0.89000 13492.40 REINFORCING STEEL | | | 0051 703-51032 74698.000 kg | 1.24000 92625.52| 1.07000 79926.86| 1.04000 77685.92 REINFORCING STEEL, EPOXY COATED | | | 0052 704-51002 451.000 m3 | 409.74000 184792.74| 481.25000 217043.75| 850.00000 383350.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,372,957.51 ROUTE : NUS 20 CALL ORDER : 440 CONTRACT ID : B -25227-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 706-05732 8.000 EACH| 1351.95000 10815.60| 1114.07000 8912.56| 2500.00000 20000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 40.600 m3 | 469.06000 19043.84| 630.00000 25578.00| 1030.00000 41818.00 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 8900.00000 8900.00| 8900.00000 8900.00| 10220.34000 10220.34 SURFACE SEAL STRUCTURE NO. 1 | | | 0056 709-51821 LUMP| 4800.00000 4800.00| 4800.00000 4800.00| 5677.97000 5677.97 SURFACE SEAL STRUCTURE NO. 2 | | | 0057 711-51038 LUMP| 103424.40000 103424.40| 53764.22000 53764.22| 125000.00000 125000.00 STRUCTURAL STEEL STRUCTURE NO. 1 | | | 0058 711-51038 LUMP| 112475.22000 112475.22| 105864.22000 105864.22| 185000.00000 185000.00 STRUCTURAL STEEL STRUCTURE NO. 2 | | | 0059 711-51864 140.000 EACH| 22.00000 3080.00| 22.00000 3080.00| 22.00000 3080.00 DRILLED HOLE | | | 0060 711-51877 LUMP| 24723.38000 24723.38| 5292.23000 5292.23| 30000.00000 30000.00 JACKING AND SUPPORTING BEAMS STRUCTURE | | | NO. 1 | | | 0061 711-96800 7396.000 EACH| 1.75000 12943.00| 2.37000 17528.52| 2.00000 14792.00 STUD SHEAR CONNECTOR | | | 0062 715-05407 60.800 m | 35.01000 2128.61| 48.51000 2949.41| 16.23000 986.78 PIPE, END BENT DRAIN, 150 mm | | | 0063 726-99095 32.000 EACH| 415.85000 13307.20| 438.13000 14020.16| 360.00000 11520.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0064 731-93945 694.000 m2 | 126.20000 87582.80| 112.73000 78234.62| 125.00000 86750.00 FACE PANELS, CONCRETE | | | 0065 731-93946 694.000 m2 | 106.73000 74070.62| 105.16000 72981.04| 110.00000 76340.00 WALL ERECTION | | | 0066 731-93947 116.000 m | 74.28000 8616.48| 50.98000 5913.68| 65.00000 7540.00 LEVELING PAD, CONCRETE | | | 0067 801-01093 12.000 EACH| 800.00000 9600.00| 735.00000 8820.00| 735.00000 8820.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0068 801-06203 1972.000 m | 0.62000 1222.64| 0.64000 1262.08| 0.64000 1262.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0069 801-06207 8309.000 m | 2.55000 21187.95| 2.46000 20440.14| 2.46000 20440.14 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06469 991.000 m | 5.10000 5054.10| 4.92000 4875.72| 4.92000 4875.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0071 801-06606 22.000 EACH| 105.00000 2310.00| 106.00000 2332.00| 150.00000 3300.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,372,957.51 ROUTE : NUS 20 CALL ORDER : 440 CONTRACT ID : B -25227-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06640 12.000 EACH| 99.00000 1188.00| 73.00000 876.00| 73.00000 876.00 CONSTRUCTION SIGN, A | | | 0073 801-06645 6.000 EACH| 30.00000 180.00| 24.00000 144.00| 24.00000 144.00 CONSTRUCTION SIGN, B | | | 0074 801-06710 360.000 DAY | 10.00000 3600.00| 10.00000 3600.00| 10.00000 3600.00 FLASHING ARROW SIGN | | | 0075 801-06775 LUMP| 7500.00000 7500.00| 3463.33000 3463.33| 95500.00000 95500.00 MAINTAINING TRAFFIC | | | 0076 808-06711 603.000 m | 0.59000 355.77| 0.52000 313.56| 0.52000 313.56 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0077 808-06713 1373.000 m | 0.59000 810.07| 0.52000 713.96| 0.52000 713.96 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0078 808-06714 2570.000 m | 0.59000 1516.30| 0.52000 1336.40| 0.52000 1336.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-06716 4086.000 m | 1.50000 6129.00| 1.31000 5352.66| 1.31000 5352.66 LINE, REMOVE | | | 0080 808-75996 48.000 EACH| 16.00000 768.00| 21.80000 1046.40| 5.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 48.000 EACH| 57.00000 2736.00| 36.00000 1728.00| 36.00000 1728.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 602-99181 600.000 m | 16.05000 9630.00| 7.46000 4476.00| 37.00000 22200.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0083 720-44000 2.000 EACH| 214.46000 428.92| 483.28000 966.56| 600.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0084 601-99132 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0085 211-02050 8350.000 m3 | 16.00000 133600.00| 14.72000 122912.00| 15.00000 125250.00 B BORROW | | | 0086 605-94082 9.000 EACH| 908.45000 8176.05| 808.05000 7272.45| 550.00000 4950.00 CURB TURNOUT, CONCRETE | | | SECTION TOTALS | $ 2,596,447.92| $ 2,838,694.96| $ 3,248,107.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,596,447.92| $ 2,838,694.96| $ 3,248,107.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,945,982.81 ROUTE : I-80 CALL ORDER : 500 CONTRACT ID : B -26411-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801138 0801123 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 6,022,000.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 6,622,565.00 109.9728% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 6,649,000.00 110.4118% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 6,775,797.00 112.5173% 5 36-1212130 HERLIHY MID CONTINENT CO $ 7,876,140.00 130.7894% ==================================================================================================================================== |(1) 35-1035114 |(2) 36-2231526 |(3) 35-1106884 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 104-05404 LUMP| 6022000.00000 6022000.00| 6622565.00000 6622565.00| 6649000.00000 6649000.00 DESIGN/BUILD | | | SECTION TOTALS | $ 6,022,000.00| $ 6,622,565.00| $ 6,649,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,022,000.00| $ 6,622,565.00| $ 6,649,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,945,982.81 ROUTE : I-80 CALL ORDER : 500 CONTRACT ID : B -26411-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-1212130 | |RIETH RILEY CONSTRUCTION |HERLIHY MID CONTINENT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 104-05404 LUMP| 6775797.00000 6775797.00| 7876140.00000 7876140.00| DESIGN/BUILD | | | SECTION TOTALS | $ 6,775,797.00| $ 7,876,140.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,775,797.00| $ 7,876,140.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5413001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 T D & O LLC $ 350,017.05 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 368,856.89 105.3825% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 429,100.20 122.5940% 4 35-0626844 RUDOLPH, J.H. & CO $ 445,272.85 127.2146% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 449,063.27 128.2975% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 499,712.91 142.7681% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-1618530 |T D & O LLC |ERBER & MILLIGAN CONSTR. CO.|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| 5000.00000 5000.00| 2000.00000 2000.00| 1802.00000 1802.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1000.00000 6000.00| 1250.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17300.00000 17300.00| 18000.00000 18000.00| 21450.00000 21450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 178.000 SYS | 20.00000 3560.00| 16.00000 2848.00| 15.00000 2670.00 PAVEMENT, REMOVE | | | 0006 202-02241 540.000 LFT | 2.50000 1350.00| 2.50000 1350.00| 3.00000 1620.00 GUARDRAIL, REMOVE | | | 0007 202-51133 320.000 LFT | 2.50000 800.00| 2.50000 800.00| 3.00000 960.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 12000.00000 12000.00| 24750.00000 24750.00| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 562.000 SYS | 3.25000 1826.50| 6.25000 3512.50| 7.00000 3934.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 146.000 SYS | 5.25000 766.50| 6.25000 912.50| 5.00000 730.00 SURFACE MILLING, ASPHALT | | | 0011 211-07454 18.400 CYS | 32.00000 588.80| 24.00000 441.60| 48.00000 883.20 STRUCTURE BACKFILL | | | 0012 303-01180 98.000 TON | 22.00000 2156.00| 17.50000 1715.00| 28.00000 2744.00 COMPACTED AGGREGATE, 53 | | | 0013 406-05521 212.000 SYS | 1.50000 318.00| 1.50000 318.00| 1.30000 275.60 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-1618530 |T D & O LLC |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01522 4.000 EACH| 1300.00000 5200.00| 1450.00000 5800.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 6000.00000 12000.00| 4500.00000 9000.00| 3000.00000 6000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 2350.00000 9400.00| 2250.00000 9000.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 494.000 LFT | 11.00000 5434.00| 10.00000 4940.00| 10.00000 4940.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 520.000 LFT | 17.00000 8840.00| 17.50000 9100.00| 25.00000 13000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 12.000 EACH| 10.00000 120.00| 8.00000 96.00| 12.00000 144.00 BARRIER DELINEATOR | | | 0020 610-06259 264.000 SYS | 50.50000 13332.00| 55.00000 14520.00| 49.00000 12936.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 610-07486 213.000 TON | 85.00000 18105.00| 90.00000 19170.00| 80.00000 17040.00 HMA FOR APPROACHES, TYPE A | | | 0022 616-02320 88.000 SYS | 3.00000 264.00| 3.00000 264.00| 2.00000 176.00 GEOTEXTILES | | | 0023 616-06405 42.000 TON | 30.00000 1260.00| 24.00000 1008.00| 36.00000 1512.00 RIPRAP, REVETMENT | | | 0024 619-05926 LUMP| 10700.00000 10700.00| 10500.00000 10500.00| 12000.00000 12000.00 ENVIRONMENTAL CONTROL | | | 0025 619-51859 LUMP| 17120.00000 17120.00| 16500.00000 16500.00| 17000.00000 17000.00 PAINT STEEL BRIDGE | | | 0026 619-61000 LUMP| 20116.00000 20116.00| 19300.00000 19300.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE | | | 0027 621-06559 200.000 SYS | 7.50000 1500.00| 1.00000 200.00| 9.00000 1800.00 MULCHED SEEDING, R | | | 0028 621-06574 52.000 SYS | 9.00000 468.00| 10.00000 520.00| 12.00000 624.00 SODDING | | | 0029 702-51005 17.900 CYS | 500.00000 8950.00| 500.00000 8950.00| 750.00000 13425.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 3864.000 LBS | 2.75000 10626.00| 2.60000 10046.40| 4.00000 15456.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 474.000 EACH| 7.00000 3318.00| 5.75000 2725.50| 10.00000 4740.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-61005 LUMP| 1500.00000 1500.00| 950.00000 950.00| 1250.00000 1250.00 EXTENSION OF CAST IRON DRAIN | | | 0033 703-01540 38.000 EACH| 15.00000 570.00| 6.50000 247.00| 15.00000 570.00 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-1618530 |T D & O LLC |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-03622 103.000 EACH| 12.00000 1236.00| 11.30000 1163.90| 17.00000 1751.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0035 703-51030 7142.000 LBS | 0.59000 4213.78| 0.70000 4999.40| 0.60000 4285.20 REINFORCING STEEL | | | 0036 703-51032 16287.000 LBS | 0.66000 10749.42| 0.77000 12540.99| 0.70000 11400.90 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 35.400 CYS | 480.00000 16992.00| 550.00000 19470.00| 775.00000 27435.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1000.00000 4000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 322.000 LFT | 36.00000 11592.00| 40.00000 12880.00| 36.00000 11592.00 CONCRETE, C, RAILING | | | 0040 708-51813 45.000 SFT | 50.00000 2250.00| 130.00000 5850.00| 130.00000 5850.00 PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 2400.00000 2400.00 SURFACE SEAL | | | 0042 711-51038 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3400.00000 3400.00 STRUCTURAL STEEL | | | 0043 713-51820 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 3200.00000 3200.00 TEMPORARY SUPPORT | | | 0044 722-51401 270.000 SFT | 20.50000 5535.00| 18.00000 4860.00| 40.00000 10800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 532.000 SYS | 50.00000 26600.00| 65.00000 34580.00| 62.00000 32984.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 6.500 CYS | 330.00000 2145.00| 330.00000 2145.00| 330.00000 2145.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 550.000 SFT | 9.25000 5087.50| 7.00000 3850.00| 12.50000 6875.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 553.000 SYS | 3.25000 1797.25| 5.50000 3041.50| 5.00000 2765.00 SURFACE MILLING | | | 0049 724-03276 180.000 LFT | 100.00000 18000.00| 70.00000 12600.00| 85.00000 15300.00 EXPANSION JOINT SEALING SYSTEM | | | 0050 801-01851 LUMP| 12562.00000 12562.00| 15000.00000 15000.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0051 801-06203 586.000 LFT | 0.30000 175.80| 0.60000 351.60| 0.30000 175.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 2080.000 LFT | 1.05000 2184.00| 1.00000 2080.00| 1.00000 2080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06640 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-1618530 |T D & O LLC |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06645 10.000 EACH| 50.00000 500.00| 45.00000 450.00| 55.00000 550.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | 0056 801-97643 132.000 LFT | 12.50000 1650.00| 17.50000 2310.00| 16.00000 2112.00 TEMPORARY BUZZ STRIPS | | | 0057 808-06713 1140.000 LFT | 0.30000 342.00| 0.50000 570.00| 0.30000 342.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 1580.000 LFT | 0.30000 474.00| 0.50000 790.00| 0.30000 474.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 1850.000 LFT | 0.75000 1387.50| 1.00000 1850.00| 0.75000 1387.50 LINE, REMOVE | | | 0060 808-75996 21.000 EACH| 5.00000 105.00| 15.00000 315.00| 14.00000 294.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 21.000 EACH| 50.00000 1050.00| 75.00000 1575.00| 70.00000 1470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 350,017.05| $ 368,856.89| $ 429,100.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 350,017.05| $ 368,856.89| $ 429,100.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-2040801 |(6) 35-0906416 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1800.00000 1800.00| 3000.00000 3000.00| 1281.10000 1281.10 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 1500.00000 9000.00| 1337.67000 8026.02 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22250.00000 22250.00| 22000.00000 22000.00| 24985.65000 24985.65 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 2818.10000 2818.10 CLEARING RIGHT OF WAY | | | 0005 202-02240 178.000 SYS | 16.00000 2848.00| 20.00000 3560.00| 18.20000 3239.60 PAVEMENT, REMOVE | | | 0006 202-02241 540.000 LFT | 1.05000 567.00| 1.00000 540.00| 1.17000 631.80 GUARDRAIL, REMOVE | | | 0007 202-51133 320.000 LFT | 1.05000 336.00| 1.00000 320.00| 1.17000 374.40 RAILING, REMOVE | | | 0008 202-51328 LUMP| 22000.00000 22000.00| 61500.00000 61500.00| 71134.51000 71134.51 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 562.000 SYS | 6.50000 3653.00| 5.00000 2810.00| 8.32000 4675.84 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 146.000 SYS | 12.00000 1752.00| 5.00000 730.00| 7.45000 1087.70 SURFACE MILLING, ASPHALT | | | 0011 211-07454 18.400 CYS | 70.00000 1288.00| 55.00000 1012.00| 41.01000 754.58 STRUCTURE BACKFILL | | | 0012 303-01180 98.000 TON | 45.00000 4410.00| 25.00000 2450.00| 33.18000 3251.64 COMPACTED AGGREGATE, 53 | | | 0013 406-05521 212.000 SYS | 1.25000 265.00| 0.10000 21.20| 1.46000 309.52 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1398.43000 5593.72 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 4100.00000 8200.00| 3900.00000 7800.00| 4544.90000 9089.80 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-94689 4.000 EACH| 2500.00000 10000.00| 2395.00000 9580.00| 3301.69000 13206.76 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 494.000 LFT | 14.00000 6916.00| 12.45000 6150.30| 14.51000 7167.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 602-06639 520.000 LFT | 45.00000 23400.00| 22.00000 11440.00| 30.12000 15662.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 12.000 EACH| 7.00000 84.00| 7.00000 84.00| 9.32000 111.84 BARRIER DELINEATOR | | | 0020 610-06259 264.000 SYS | 60.00000 15840.00| 70.00000 18480.00| 59.10000 15602.40 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-2040801 |(6) 35-0906416 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-07486 213.000 TON | 75.90000 16166.70| 95.00000 20235.00| 88.57000 18865.41 HMA FOR APPROACHES, TYPE A | | | 0022 616-02320 88.000 SYS | 2.75000 242.00| 3.00000 264.00| 5.10000 448.80 GEOTEXTILES | | | 0023 616-06405 42.000 TON | 35.00000 1470.00| 25.00000 1050.00| 53.00000 2226.00 RIPRAP, REVETMENT | | | 0024 619-05926 LUMP| 11000.00000 11000.00| 2000.00000 2000.00| 11653.59000 11653.59 ENVIRONMENTAL CONTROL | | | 0025 619-51859 LUMP| 17000.00000 17000.00| 12000.00000 12000.00| 18645.75000 18645.75 PAINT STEEL BRIDGE | | | 0026 619-61000 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 21908.74000 21908.74 CLEAN STEEL BRIDGE | | | 0027 621-06559 200.000 SYS | 9.50000 1900.00| 8.45000 1690.00| 9.85000 1970.00 MULCHED SEEDING, R | | | 0028 621-06574 52.000 SYS | 12.50000 650.00| 11.65000 605.80| 13.98000 726.96 SODDING | | | 0029 702-51005 17.900 CYS | 910.00000 16289.00| 850.00000 15215.00| 1334.65000 23890.24 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 3864.000 LBS | 2.50000 9660.00| 2.50000 9660.00| 3.06000 11823.84 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 474.000 EACH| 8.00000 3792.00| 8.50000 4029.00| 6.77000 3208.98 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-61005 LUMP| 750.00000 750.00| 1000.00000 1000.00| 574.59000 574.59 EXTENSION OF CAST IRON DRAIN | | | 0033 703-01540 38.000 EACH| 24.25000 921.50| 7.50000 285.00| 9.56000 363.28 THREADED TIE BAR ASSEMBLY | | | 0034 703-03622 103.000 EACH| 31.30000 3223.90| 12.00000 1236.00| 14.63000 1506.89 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0035 703-51030 7142.000 LBS | 0.75000 5356.50| 0.70000 4999.40| 0.86000 6142.12 REINFORCING STEEL | | | 0036 703-51032 16287.000 LBS | 0.85000 13843.95| 0.75000 12215.25| 0.94000 15309.78 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 35.400 CYS | 800.00000 28320.00| 800.00000 28320.00| 1386.59000 49085.29 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1275.00000 5100.00| 1402.99000 5611.96 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 322.000 LFT | 38.00000 12236.00| 40.00000 12880.00| 36.42000 11727.24 CONCRETE, C, RAILING | | | 0040 708-51813 45.000 SFT | 70.00000 3150.00| 50.00000 2250.00| 145.67000 6555.15 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-2040801 |(6) 35-0906416 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 709-51821 LUMP| 2700.00000 2700.00| 2500.00000 2500.00| 2746.75000 2746.75 SURFACE SEAL | | | 0042 711-51038 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 4978.40000 4978.40 STRUCTURAL STEEL | | | 0043 713-51820 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 2141.72000 2141.72 TEMPORARY SUPPORT | | | 0044 722-51401 270.000 SFT | 25.00000 6750.00| 40.00000 10800.00| 1.91000 515.70 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 532.000 SYS | 70.00000 37240.00| 75.00000 39900.00| 54.06000 28759.92 BRIDGE DECK OVERLAY | | | 0046 722-51846 6.500 CYS | 330.00000 2145.00| 330.00000 2145.00| 330.00000 2145.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 550.000 SFT | 10.50000 5775.00| 9.00000 4950.00| 8.06000 4433.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 553.000 SYS | 7.50000 4147.50| 4.00000 2212.00| 1.32000 729.96 SURFACE MILLING | | | 0049 724-03276 180.000 LFT | 60.00000 10800.00| 85.00000 15300.00| 90.61000 16309.80 EXPANSION JOINT SEALING SYSTEM | | | 0050 801-01851 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| 13308.40000 13308.40 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0051 801-06203 586.000 LFT | 0.30000 175.80| 0.28000 164.08| 0.33000 193.38 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 2080.000 LFT | 1.00000 2080.00| 0.95000 1976.00| 1.11000 2308.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06640 22.000 EACH| 75.00000 1650.00| 70.00000 1540.00| 81.58000 1794.76 CONSTRUCTION SIGN, A | | | 0054 801-06645 10.000 EACH| 53.00000 530.00| 50.00000 500.00| 58.27000 582.70 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 11148.10000 11148.10 MAINTAINING TRAFFIC | | | 0056 801-97643 132.000 LFT | 15.00000 1980.00| 13.77000 1817.64| 16.31000 2152.92 TEMPORARY BUZZ STRIPS | | | 0057 808-06713 1140.000 LFT | 0.30000 342.00| 0.28000 319.20| 0.33000 376.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 1580.000 LFT | 0.30000 474.00| 0.28000 442.40| 0.33000 521.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 1850.000 LFT | 1.00000 1850.00| 0.70000 1295.00| 0.82000 1517.00 LINE, REMOVE | | | 0060 808-75996 21.000 EACH| 23.00000 483.00| 30.00000 630.00| 15.75000 330.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 510 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 445,020.00 ROUTE : SR 164 CALL ORDER : 510 CONTRACT ID : B -26412-A COUNTIES : CRAWFORD LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-2040801 |(6) 35-0906416 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 808-75998 21.000 EACH| 70.00000 1470.00| 60.00000 1260.00| 69.92000 1468.32 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 445,272.85| $ 449,063.27| $ 499,712.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 445,272.85| $ 449,063.27| $ 499,712.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0314022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 801,439.70 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 907,174.45 113.1931% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 933,204.90 116.4410% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 942,939.88 117.6557% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 |(3) 35-1385672 |CLR, INC. |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 19800.00000 19800.00| 18680.00000 18680.00| 12950.00000 12950.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2450.00000 14700.00| 1200.00000 7200.00| 1410.00000 8460.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40500.00000 40500.00| 37500.00000 37500.00| 48623.00000 48623.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 6500.00000 6500.00| 5753.50000 5753.50 CLEARING RIGHT OF WAY | | | 0005 202-02241 79.500 m | 14.50000 1152.75| 7.88000 626.46| 19.00000 1510.50 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 20400.00000 20400.00| 15500.00000 15500.00| 12442.00000 12442.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1368.000 m2 | 2.85000 3898.80| 6.00000 8208.00| 1.95000 2667.60 SURFACE MILLING, ASPHALT | | | 0008 202-96133 19.000 m | 72.00000 1368.00| 15.00000 285.00| 54.00000 1026.00 PIPE, REMOVE | | | 0009 203-02000 1900.000 m3 | 4.75000 9025.00| 7.00000 13300.00| 11.75000 22325.00 EXCAVATION, COMMON | | | 0010 203-02070 2741.000 m3 | 9.00000 24669.00| 9.20000 25217.20| 12.25000 33577.25 BORROW | | | 0011 205-06931 4.430 Mg | 235.00000 1041.05| 21.00000 93.03| 114.00000 505.02 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 50.400 m | 28.00000 1411.20| 10.00000 504.00| 62.00000 3124.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 298.000 m | 5.00000 1490.00| 6.00000 1788.00| 6.02000 1793.96 TEMPORARY SILT FENCE | | | 0014 206-51220 420.000 m3 | 0.50000 210.00| 35.00000 14700.00| 24.00000 10080.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 |(3) 35-1385672 |CLR, INC. |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51230 415.000 m3 | 0.50000 207.50| 35.00000 14525.00| 11.50000 4772.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07498 2651.000 m2 | 5.00000 13255.00| 6.20000 16436.20| 5.90000 15640.90 SUBGRADE TREATMENT, TYPE A | | | 0018 211-07454 655.100 m3 | 22.10000 14477.71| 22.50000 14739.75| 30.83000 20196.73 STRUCTURE BACKFILL | | | 0019 303-01180 2631.720 Mg | 18.40000 48423.65| 20.00000 52634.40| 18.83000 49555.29 COMPACTED AGGREGATE, 53 | | | 0020 402-07432 1135.880 Mg | 45.50000 51682.54| 48.00000 54522.24| 43.30000 49183.60 HMA TYPE A, SURFACE | | | 0021 402-07433 257.760 Mg | 53.00000 13661.28| 48.00000 12372.48| 45.50000 11728.08 HMA TYPE B, SURFACE | | | 0022 402-07435 1166.760 Mg | 43.00000 50170.68| 43.60000 50870.74| 39.36000 45923.67 HMA TYPE A, INTERMEDIATE | | | 0023 402-07438 497.850 Mg | 46.00000 22901.10| 43.60000 21706.26| 41.50000 20660.78 HMA TYPE B, INTERMEDIATE | | | 0024 402-07440 298.090 Mg | 51.00000 15202.59| 42.00000 12519.78| 40.00000 11923.60 HMA TYPE A, BASE | | | 0025 402-07441 802.650 Mg | 44.00000 35316.60| 42.00000 33711.30| 40.00000 32106.00 HMA TYPE B, BASE | | | 0026 404-05511 1938.420 m2 | 1.75000 3392.24| 2.35000 4555.29| 2.20000 4264.52 SEAL COAT, 2 | | | 0027 405-05518 3884.750 m2 | 0.75000 2913.56| 1.05000 4078.99| 1.00000 3884.75 ASPHALT FOR PRIME COAT | | | 0028 406-05521 9065.100 m2 | 0.15000 1359.77| 0.06000 543.91| 0.05000 453.26 ASPHALT FOR TACK COAT | | | 0029 601-01626 2.000 EACH| 1325.00000 2650.00| 1254.75000 2509.50| 1300.00000 2600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-01740 1.000 EACH| 1550.00000 1550.00| 1464.75000 1464.75| 1610.00000 1610.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-02206 186.691 m | 20.45000 3817.83| 19.31000 3605.00| 18.25000 3407.11 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0032 601-02414 13.335 m | 77.00000 1026.80| 80.85000 1078.13| 124.95000 1666.21 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED POST | | | 0033 601-94689 3.000 EACH| 2650.00000 7950.00| 2514.75000 7544.25| 2010.00000 6030.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-97080 4.000 EACH| 1435.00000 5740.00| 1359.75000 5439.00| 1825.00000 7300.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 |(3) 35-1385672 |CLR, INC. |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-99105 164.785 m | 45.50000 7497.72| 33.02000 5441.20| 31.00000 5108.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 611-06497 1.000 EACH| 125.00000 125.00| 110.25000 110.25| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 28.000 EACH| 95.00000 2660.00| 99.75000 2793.00| 158.00000 4424.00 RIGHT OF WAY MARKER | | | 0038 615-06505 12.000 EACH| 350.00000 4200.00| 519.75000 6237.00| 500.00000 6000.00 MONUMENT, B | | | 0039 615-06510 1.000 EACH| 439.00000 439.00| 414.75000 414.75| 465.00000 465.00 MONUMENT, C | | | 0040 616-02320 887.900 m2 | 2.40000 2130.96| 2.00000 1775.80| 2.83000 2512.76 GEOTEXTILES | | | 0041 616-05688 74.000 Mg | 40.00000 2960.00| 40.00000 2960.00| 30.18000 2233.32 RIPRAP, CLASS 1 | | | 0042 616-06405 449.620 Mg | 25.00000 11240.50| 21.50000 9666.83| 27.45000 12342.07 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 665.00000 1330.00| 650.00000 1300.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.520 Mg | 725.00000 377.00| 550.00000 286.00| 500.00000 260.00 FERTILIZER | | | 0045 621-06548 3.600 kg | 40.00000 144.00| 57.50000 207.00| 55.00000 198.00 SEED MIXTURE, CV | | | 0046 621-06553 100.500 kg | 9.45000 949.73| 7.70000 773.85| 7.16000 719.58 SEED MIXTURE, R | | | 0047 621-06557 18.300 kg | 28.00000 512.40| 4.30000 78.69| 11.00000 201.30 SEED MIXTURE, T | | | 0048 621-06565 3.300 Mg | 455.00000 1501.50| 500.00000 1650.00| 410.00000 1353.00 MULCHING MATERIAL | | | 0049 621-06567 15.300 kL | 0.50000 7.65| 1.00000 15.30| 0.50000 7.65 WATER | | | 0050 621-06574 57.000 m2 | 10.50000 598.50| 5.00000 285.00| 10.50000 598.50 SODDING | | | 0051 621-06575 790.000 m2 | 6.65000 5253.50| 5.00000 3950.00| 6.00000 4740.00 SODDING, NURSERY | | | 0052 622-52436 2.000 EACH| 26.50000 53.00| 29.00000 58.00| 24.00000 48.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 50.000 EACH| 14.45000 722.50| 13.80000 690.00| 13.00000 650.00 SEEDLING | | | 0054 713-07200 LUMP| 67000.00000 67000.00| 123755.00000 123755.00| 130386.00000 130386.00 TEMPORARY STRUCTURE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 |(3) 35-1385672 |CLR, INC. |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 714-06660 83.300 m2 | 530.00000 44149.00| 500.00000 41650.00| 562.00000 46814.60 WINGWALL | | | 0056 715-05121 78.000 m | 134.00000 10452.00| 80.00000 6240.00| 90.00000 7020.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0057 715-05171 58.500 m | 115.00000 6727.50| 55.00000 3217.50| 70.00000 4095.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-46010 10.000 EACH| 308.00000 3080.00| 250.00000 2500.00| 313.00000 3130.00 PIPE END SECTION, 450 mm | | | 0059 721-43010 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 1018.00000 2036.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0060 723-06927 34.000 m | 4685.00000 159290.00| 5600.00000 190400.00| 5870.20000 199586.80 STRUCTURE, PRECAST THREE-SIDED, 5500mm | | | x 2500mm | | | 0061 801-04308 5.000 EACH| 395.00000 1975.00| 414.75000 2073.75| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 805.000 m | 1.04000 837.20| 0.99000 796.95| 1.35000 1086.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 390.000 m | 3.61000 1407.90| 3.41000 1329.90| 3.10000 1209.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06640 15.000 EACH| 195.00000 2925.00| 94.50000 1417.50| 100.00000 1500.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 25.000 EACH| 40.00000 1000.00| 42.00000 1050.00| 40.00000 1000.00 CONSTRUCTION SIGN, B | | | 0066 801-06649 31.000 EACH| 11.00000 341.00| 10.45000 323.95| 7.00000 217.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-06775 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 17720.00000 17720.00 MAINTAINING TRAFFIC | | | 0068 801-07118 36.000 m | 40.00000 1440.00| 58.50000 2106.00| 62.00000 2232.00 BARRICADE, III-A | | | 0069 801-07119 19.200 m | 45.00000 864.00| 68.25000 1310.40| 68.00000 1305.60 BARRICADE, III-B | | | 0070 802-02158 4.000 EACH| 150.00000 600.00| 105.00000 420.00| 100.00000 400.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0071 802-02475 3.000 EACH| 175.00000 525.00| 105.00000 315.00| 100.00000 300.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0072 804-06740 67.000 EACH| 22.00000 1474.00| 20.90000 1400.30| 19.50000 1306.50 DELINEATOR WITH POST, D2 | | | 0073 808-06713 880.000 m | 1.04000 915.20| 0.99000 871.20| 0.85000 748.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 880.000 m | 1.04000 915.20| 0.99000 871.20| 0.85000 748.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1134435 |(3) 35-1385672 |CLR, INC. |FOERTSCH CONSTRUCTION |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06716 240.000 m | 2.22000 532.80| 2.10000 504.00| 2.45000 588.00 LINE, REMOVE | | | 0076 808-75035 6.000 m | 20.00000 120.00| 6.59000 39.54| 20.00000 120.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0077 808-75043 823.000 m | 2.11000 1736.53| 2.00000 1646.00| 2.00000 1646.00 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0078 808-75240 38.500 m | 5.00000 192.50| 1.66000 63.91| 2.50000 96.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0079 808-75245 1360.500 m | 1.31000 1782.26| 1.24000 1687.02| 2.50000 3401.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75996 38.000 EACH| 10.00000 380.00| 30.00000 1140.00| 10.00000 380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 38.000 EACH| 45.00000 1710.00| 63.00000 2394.00| 50.00000 1900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 801,439.70| $ 907,174.45| $ 933,204.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 801,439.70| $ 907,174.45| $ 933,204.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | 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| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1495.00000 8970.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 47000.00000 47000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 79.500 m | 20.00000 1590.00| | GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 20350.00000 20350.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1368.000 m2 | 2.40000 3283.20| | SURFACE MILLING, ASPHALT | | | 0008 202-96133 19.000 m | 24.00000 456.00| | PIPE, REMOVE | | | 0009 203-02000 1900.000 m3 | 8.20000 15580.00| | EXCAVATION, COMMON | | | 0010 203-02070 2741.000 m3 | 17.45000 47830.45| | BORROW | | | 0011 205-06931 4.430 Mg | 45.00000 199.35| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 50.400 m | 12.30000 619.92| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 298.000 m | 7.20000 2145.60| | TEMPORARY SILT FENCE | | | 0014 206-51220 420.000 m3 | 9.60000 4032.00| | EXCAVATION, WET | | | 0015 206-51230 415.000 m3 | 9.60000 3984.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07498 2651.000 m2 | 6.20000 16436.20| | SUBGRADE TREATMENT, TYPE A | | | 0018 211-07454 655.100 m3 | 37.00000 24238.70| | STRUCTURE BACKFILL | | | 0019 303-01180 2631.720 Mg | 20.90000 55002.95| | COMPACTED AGGREGATE, 53 | | | 0020 402-07432 1135.880 Mg | 49.80000 56566.82| | HMA TYPE A, SURFACE | | | 0021 402-07433 257.760 Mg | 50.10000 12913.78| | HMA TYPE B, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 402-07435 1166.760 Mg | 40.10000 46787.08| | HMA TYPE A, INTERMEDIATE | | | 0023 402-07438 497.850 Mg | 44.50000 22154.33| | HMA TYPE B, INTERMEDIATE | | | 0024 402-07440 298.090 Mg | 45.50000 13563.10| | HMA TYPE A, BASE | | | 0025 402-07441 802.650 Mg | 39.20000 31463.88| | HMA TYPE B, BASE | | | 0026 404-05511 1938.420 m2 | 1.80000 3489.16| | SEAL COAT, 2 | | | 0027 405-05518 3884.750 m2 | 0.80000 3107.80| | ASPHALT FOR PRIME COAT | | | 0028 406-05521 9065.100 m2 | 0.20000 1813.02| | ASPHALT FOR TACK COAT | | | 0029 601-01626 2.000 EACH| 1370.00000 2740.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-01740 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0031 601-02206 186.691 m | 19.00000 3547.13| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0032 601-02414 13.335 m | 130.00000 1733.55| | GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED POST | | | 0033 601-94689 3.000 EACH| 2130.00000 6390.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-97080 4.000 EACH| 1930.00000 7720.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 164.785 m | 32.00000 5273.12| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 611-06497 1.000 EACH| 185.00000 185.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 28.000 EACH| 110.00000 3080.00| | RIGHT OF WAY MARKER | | | 0038 615-06505 12.000 EACH| 470.00000 5640.00| | MONUMENT, B | | | 0039 615-06510 1.000 EACH| 440.00000 440.00| | MONUMENT, C | | | 0040 616-02320 887.900 m2 | 2.60000 2308.54| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-05688 74.000 Mg | 34.00000 2516.00| | RIPRAP, CLASS 1 | | | 0042 616-06405 449.620 Mg | 32.00000 14387.84| | RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 670.00000 1340.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.520 Mg | 970.00000 504.40| | FERTILIZER | | | 0045 621-06548 3.600 kg | 61.00000 219.60| | SEED MIXTURE, CV | | | 0046 621-06553 100.500 kg | 15.40000 1547.70| | SEED MIXTURE, R | | | 0047 621-06557 18.300 kg | 15.70000 287.31| | SEED MIXTURE, T | | | 0048 621-06565 3.300 Mg | 790.00000 2607.00| | MULCHING MATERIAL | | | 0049 621-06567 15.300 kL | 1.00000 15.30| | WATER | | | 0050 621-06574 57.000 m2 | 4.00000 228.00| | SODDING | | | 0051 621-06575 790.000 m2 | 4.00000 3160.00| | SODDING, NURSERY | | | 0052 622-52436 2.000 EACH| 30.00000 60.00| | SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 50.000 EACH| 13.70000 685.00| | SEEDLING | | | 0054 713-07200 LUMP| 143000.00000 143000.00| | TEMPORARY STRUCTURE AND APPROACHES | | | 0055 714-06660 83.300 m2 | 492.00000 40983.60| | WINGWALL | | | 0056 715-05121 78.000 m | 122.00000 9516.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0057 715-05171 58.500 m | 109.00000 6376.50| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-46010 10.000 EACH| 330.00000 3300.00| | PIPE END SECTION, 450 mm | | | 0059 721-43010 2.000 EACH| 1325.00000 2650.00| | AUTOMATIC DRAINAGE GATE, 450 mm | | | 0060 723-06927 34.000 m | 4765.00000 162010.00| | STRUCTURE, PRECAST THREE-SIDED, 5500mm | | | x 2500mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-04308 5.000 EACH| 275.00000 1375.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 805.000 m | 1.50000 1207.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 390.000 m | 3.30000 1287.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06640 15.000 EACH| 110.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 25.000 EACH| 45.00000 1125.00| | CONSTRUCTION SIGN, B | | | 0066 801-06649 31.000 EACH| 8.00000 248.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0067 801-06775 LUMP| 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0068 801-07118 36.000 m | 65.00000 2340.00| | BARRICADE, III-A | | | 0069 801-07119 19.200 m | 70.00000 1344.00| | BARRICADE, III-B | | | 0070 802-02158 4.000 EACH| 105.00000 420.00| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0071 802-02475 3.000 EACH| 105.00000 315.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0072 804-06740 67.000 EACH| 21.00000 1407.00| | DELINEATOR WITH POST, D2 | | | 0073 808-06713 880.000 m | 0.90000 792.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 880.000 m | 0.90000 792.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 240.000 m | 9.60000 2304.00| | LINE, REMOVE | | | 0076 808-75035 6.000 m | 22.00000 132.00| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0077 808-75043 823.000 m | 2.05000 1687.15| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0078 808-75240 38.500 m | 2.70000 103.95| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0079 808-75245 1360.500 m | 2.70000 3673.35| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 520 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,139.84 ROUTE : SR 57 CALL ORDER : 520 CONTRACT ID : B -26415-A COUNTIES : DAVIESS LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-75996 38.000 EACH| 13.00000 494.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 38.000 EACH| 53.00000 2014.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 942,939.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 942,939.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3424002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 536,065.89 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 553,811.36 103.3103% 3 34-1315988 FORT DEFIANCE CONSTRUCTION & SUPPLY INC. $ 563,623.51 105.1407% 4 35-1609544 SCHUTT-LOOKABILL CO $ 566,111.68 105.6048% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 582,513.70 108.6645% 6 35-1549010 MCALISTER EXCAVATING CO $ 582,730.02 108.7049% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 593,389.72 110.6934% 8 35-1447641 STRUCTURE CONTRACTORS $ 623,828.45 116.3715% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 34-1315988 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |FORT DEFIANCE CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 4000.00000 4000.00| 4250.00000 4250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1430.00000 17160.00| 1450.00000 17400.00| 650.00000 7800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 36692.00000 36692.00| 27690.00000 27690.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 169.300 SYS | 25.00000 4232.50| 22.00000 3724.60| 20.00000 3386.00 PAVEMENT, REMOVE | | | 0005 202-02241 313.800 LFT | 5.00000 1569.00| 4.50000 1412.10| 2.00000 627.60 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 35000.00000 35000.00| 81802.00000 81802.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 2520.000 SYS | 2.35000 5922.00| 4.00000 10080.00| 1.40000 3528.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 250.000 CYS | 11.07000 2767.50| 45.00000 11250.00| 25.00000 6250.00 EXCAVATION, COMMON | | | 0009 205-06937 1514.000 LFT | 1.55000 2346.70| 1.60000 2422.40| 0.30000 454.20 TEMPORARY SILT FENCE | | | 0010 206-51230 60.000 CYS | 17.00000 1020.00| 50.00000 3000.00| 8.00000 480.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 41.000 CYS | 51.00000 2091.00| 65.00000 2665.00| 50.00000 2050.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 301-07448 101.500 TON | 25.00000 2537.50| 40.00000 4060.00| 23.00000 2334.50 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 34-1315988 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |FORT DEFIANCE CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-01180 134.000 TON | 25.00000 3350.00| 31.50000 4221.00| 12.00000 1608.00 COMPACTED AGGREGATE, 53 | | | 0014 402-07433 208.000 TON | 55.00000 11440.00| 60.00000 12480.00| 57.26000 11910.08 HMA TYPE B, SURFACE | | | 0015 402-07438 205.000 TON | 50.00000 10250.00| 55.00000 11275.00| 56.56000 11594.80 HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 495.000 TON | 46.00000 22770.00| 50.00000 24750.00| 52.13000 25804.35 HMA TYPE B, BASE | | | 0017 406-05521 4640.000 SYS | 0.05000 232.00| 0.05000 232.00| 0.08000 371.20 ASPHALT FOR TACK COAT | | | 0018 601-01128 4.000 EACH| 875.00000 3500.00| 1175.00000 4700.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-01846 1.000 EACH| 1590.00000 1590.00| 1400.00000 1400.00| 1400.00000 1400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-06037 1.000 EACH| 675.00000 675.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, I | | | 0022 601-07023 2.000 EACH| 5050.00000 10100.00| 5950.00000 11900.00| 5950.00000 11900.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-92948 525.000 LFT | 5.50000 2887.50| 3.00000 1575.00| 3.00000 1575.00 GUARDRAIL, ADJUST HEIGHT | | | 0025 601-99105 175.000 LFT | 12.50000 2187.50| 10.00000 1750.00| 10.00000 1750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99132 2.000 EACH| 100.00000 200.00| 60.00000 120.00| 60.00000 120.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0027 602-06639 446.000 LFT | 37.08000 16537.68| 22.00000 9812.00| 40.00000 17840.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 6.000 EACH| 8.48000 50.88| 9.00000 54.00| 15.00000 90.00 BARRIER DELINEATOR | | | 0029 610-06259 304.600 SYS | 60.00000 18276.00| 50.00000 15230.00| 100.00000 30460.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 616-02320 226.000 SYS | 2.30000 519.80| 2.25000 508.50| 1.50000 339.00 GEOTEXTILES | | | 0031 616-05689 200.000 TON | 26.00000 5200.00| 22.50000 4500.00| 15.00000 3000.00 RIPRAP, CLASS 2 | | | 0032 616-06405 94.000 TON | 21.00000 1974.00| 25.00000 2350.00| 30.00000 2820.00 RIPRAP, REVETMENT | | | 0033 619-05926 LUMP| 9000.00000 9000.00| 9200.00000 9200.00| 9000.00000 9000.00 ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 34-1315988 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |FORT DEFIANCE CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 619-51859 LUMP| 14000.00000 14000.00| 15000.00000 15000.00| 14000.00000 14000.00 PAINT STEEL BRIDGE | | | 0035 619-61000 LUMP| 26480.00000 26480.00| 2100.00000 2100.00| 20800.00000 20800.00 CLEAN STEEL BRIDGE | | | 0036 621-06567 1.800 MG | 1.00000 1.80| 1.00000 1.80| 2.00000 3.60 WATER | | | 0037 621-06574 454.000 SYS | 5.85000 2655.90| 7.00000 3178.00| 6.55000 2973.70 SODDING | | | 0038 702-51005 9.900 CYS | 610.00000 6039.00| 1150.00000 11385.00| 1400.00000 13860.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51110 768.000 LBS | 3.00000 2304.00| 2.50000 1920.00| 8.00000 6144.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0040 702-51863 114.000 EACH| 8.30000 946.20| 8.00000 912.00| 32.00000 3648.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 8093.000 LBS | 0.61000 4936.73| 0.51000 4127.43| 0.60000 4855.80 REINFORCING STEEL | | | 0042 703-51032 54833.000 LBS | 0.70000 38383.10| 0.61000 33448.13| 0.70000 38383.10 REINFORCING STEEL, EPOXY COATED | | | 0043 703-90512 34.000 EACH| 18.00000 612.00| 11.00000 374.00| 12.00000 408.00 THREADED BAR SPLICE | | | 0044 703-97703 472.000 EACH| 14.00000 6608.00| 12.50000 5900.00| 15.00000 7080.00 THREADED BAR SPLICE, EPOXY COATED | | | 0045 704-51002 222.400 CYS | 494.00000 109865.60| 400.00000 88960.00| 530.00000 117872.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05733 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0047 706-51020 21.500 CYS | 380.00000 8170.00| 400.00000 8600.00| 420.00000 9030.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 3730.00000 3730.00| 3800.00000 3800.00| 4600.00000 4600.00 SURFACE SEAL | | | 0049 713-51820 LUMP| 10047.00000 10047.00| 20000.00000 20000.00| 27000.00000 27000.00 TEMPORARY SUPPORT | | | 0050 715-05407 136.000 LFT | 10.00000 1360.00| 1.50000 204.00| 10.00000 1360.00 PIPE, END BENT DRAIN, 6 IN. | | | 0051 715-91361 10.000 LFT | 30.65000 306.50| 8.00000 80.00| 15.00000 150.00 PIPE, PVC, 6 IN. | | | 0052 726-92406 8.000 EACH| 946.00000 7568.00| 900.00000 7200.00| 1000.00000 8000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-01851 LUMP| 19650.00000 19650.00| 21000.00000 21000.00| 21000.00000 21000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0054 801-04308 1.000 EACH| 270.00000 270.00| 280.00000 280.00| 270.00000 270.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 34-1315988 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |FORT DEFIANCE CONSTRUCTION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06207 8205.000 LFT | 0.89000 7302.45| 1.00000 8205.00| 0.89000 7302.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06577 22.000 LFT | 5.34000 117.48| 5.50000 121.00| 5.34000 117.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0057 801-06605 2.000 EACH| 90.00000 180.00| 100.00000 200.00| 90.00000 180.00 BARRICADE, IIIA | | | 0058 801-06625 5.000 EACH| 90.00000 450.00| 100.00000 500.00| 90.00000 450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 33.000 EACH| 80.00000 2640.00| 95.00000 3135.00| 80.00000 2640.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 30.00000 180.00| 35.00000 210.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 6540.00000 6540.00| 9500.00000 9500.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0062 801-97643 792.000 LFT | 4.57000 3619.44| 5.00000 3960.00| 5.00000 3960.00 TEMPORARY BUZZ STRIPS | | | 0063 802-96800 2016.000 EACH| 1.81000 3648.96| 2.00000 4032.00| 2.00000 4032.00 SHEAR STUD CONNECTOR | | | 0064 808-06713 1891.000 LFT | 0.27000 510.57| 0.28000 529.48| 0.27000 510.57 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 2314.000 LFT | 0.45000 1041.30| 0.28000 647.92| 0.27000 624.78 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0066 808-06716 1934.000 LFT | 0.45000 870.30| 0.50000 967.00| 0.45000 870.30 LINE, REMOVE | | | 0067 808-75996 19.000 EACH| 32.00000 608.00| 20.00000 380.00| 20.00000 380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 19.000 EACH| 55.00000 1045.00| 60.00000 1140.00| 55.00000 1045.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 536,065.89| $ 553,811.36| $ 563,623.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 536,065.89| $ 553,811.36| $ 563,623.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1549010 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|MCALISTER EXCAVATING 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| 4800.00000 4800.00| 8000.00000 8000.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1400.00000 16800.00| 1200.00000 14400.00| 1500.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27920.00000 27920.00| 29000.00000 29000.00| 27700.00000 27700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 169.300 SYS | 12.00000 2031.60| 25.00000 4232.50| 10.00000 1693.00 PAVEMENT, REMOVE | | | 0005 202-02241 313.800 LFT | 5.65000 1772.97| 5.00000 1569.00| 5.25000 1647.45 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 84588.00000 84588.00| 40000.00000 40000.00| 46000.00000 46000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 2520.000 SYS | 2.31000 5821.20| 4.00000 10080.00| 2.80000 7056.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 250.000 CYS | 16.00000 4000.00| 50.00000 12500.00| 15.00000 3750.00 EXCAVATION, COMMON | | | 0009 205-06937 1514.000 LFT | 1.75000 2649.50| 1.65000 2498.10| 1.75000 2649.50 TEMPORARY SILT FENCE | | | 0010 206-51230 60.000 CYS | 20.00000 1200.00| 240.00000 14400.00| 30.00000 1800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 41.000 CYS | 36.00000 1476.00| 40.00000 1640.00| 30.00000 1230.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 301-07448 101.500 TON | 24.00000 2436.00| 35.00000 3552.50| 21.00000 2131.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-01180 134.000 TON | 24.00000 3216.00| 30.00000 4020.00| 21.00000 2814.00 COMPACTED AGGREGATE, 53 | | | 0014 402-07433 208.000 TON | 64.70000 13457.60| 57.00000 11856.00| 63.00000 13104.00 HMA TYPE B, SURFACE | | | 0015 402-07438 205.000 TON | 63.91000 13101.55| 52.00000 10660.00| 62.00000 12710.00 HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 495.000 TON | 58.90000 29155.50| 48.00000 23760.00| 56.00000 27720.00 HMA TYPE B, BASE | | | 0017 406-05521 4640.000 SYS | 0.09000 417.60| 0.06000 278.40| 0.08000 371.20 ASPHALT FOR TACK COAT | | | 0018 601-01128 4.000 EACH| 989.00000 3956.00| 1250.00000 5000.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-01846 1.000 EACH| 1797.00000 1797.00| 1475.00000 1475.00| 1575.00000 1575.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1549010 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 1.000 EACH| 763.00000 763.00| 700.00000 700.00| 750.00000 750.00 GUARDRAIL END TREATMENT, I | | | 0022 601-07023 2.000 EACH| 4407.00000 8814.00| 5000.00000 10000.00| 6800.00000 13600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-92948 525.000 LFT | 6.22000 3265.50| 3.25000 1706.25| 3.45000 1811.25 GUARDRAIL, ADJUST HEIGHT | | | 0025 601-99105 175.000 LFT | 14.13000 2472.75| 11.00000 1925.00| 13.00000 2275.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99132 2.000 EACH| 113.00000 226.00| 65.00000 130.00| 70.00000 140.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0027 602-06639 446.000 LFT | 19.00000 8474.00| 25.00000 11150.00| 20.00000 8920.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 6.000 EACH| 8.00000 48.00| 7.50000 45.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0029 610-06259 304.600 SYS | 60.00000 18276.00| 55.00000 16753.00| 60.00000 18276.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 616-02320 226.000 SYS | 2.00000 452.00| 4.00000 904.00| 2.80000 632.80 GEOTEXTILES | | | 0031 616-05689 200.000 TON | 18.00000 3600.00| 35.00000 7000.00| 21.00000 4200.00 RIPRAP, CLASS 2 | | | 0032 616-06405 94.000 TON | 24.00000 2256.00| 38.00000 3572.00| 23.00000 2162.00 RIPRAP, REVETMENT | | | 0033 619-05926 LUMP| 2260.00000 2260.00| 9200.00000 9200.00| 13000.00000 13000.00 ENVIRONMENTAL CONTROL | | | 0034 619-51859 LUMP| 12430.00000 12430.00| 14500.00000 14500.00| 19000.00000 19000.00 PAINT STEEL BRIDGE | | | 0035 619-61000 LUMP| 24860.00000 24860.00| 21500.00000 21500.00| 29000.00000 29000.00 CLEAN STEEL BRIDGE | | | 0036 621-06567 1.800 MG | 7.42000 13.36| 1.00000 1.80| 1.15000 2.07 WATER | | | 0037 621-06574 454.000 SYS | 6.72000 3050.88| 6.00000 2724.00| 7.25000 3291.50 SODDING | | | 0038 702-51005 9.900 CYS | 865.00000 8563.50| 850.00000 8415.00| 700.00000 6930.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51110 768.000 LBS | 2.40000 1843.20| 3.50000 2688.00| 3.25000 2496.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0040 702-51863 114.000 EACH| 6.00000 684.00| 12.00000 1368.00| 25.00000 2850.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 8093.000 LBS | 0.52000 4208.36| 0.60000 4855.80| 0.65000 5260.45 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1549010 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 703-51032 54833.000 LBS | 0.60000 32899.80| 0.65000 35641.45| 0.75000 41124.75 REINFORCING STEEL, EPOXY COATED | | | 0043 703-90512 34.000 EACH| 11.59000 394.06| 14.50000 493.00| 16.00000 544.00 THREADED BAR SPLICE | | | 0044 703-97703 472.000 EACH| 12.29000 5800.88| 14.00000 6608.00| 20.00000 9440.00 THREADED BAR SPLICE, EPOXY COATED | | | 0045 704-51002 222.400 CYS | 472.46000 105075.10| 510.00000 113424.00| 375.00000 83400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05733 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0047 706-51020 21.500 CYS | 380.00000 8170.00| 550.00000 11825.00| 410.00000 8815.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 3728.00000 3728.00| 4750.00000 4750.00| 5000.00000 5000.00 SURFACE SEAL | | | 0049 713-51820 LUMP| 17022.00000 17022.00| 15000.00000 15000.00| 24000.00000 24000.00 TEMPORARY SUPPORT | | | 0050 715-05407 136.000 LFT | 5.00000 680.00| 13.00000 1768.00| 10.00000 1360.00 PIPE, END BENT DRAIN, 6 IN. | | | 0051 715-91361 10.000 LFT | 20.00000 200.00| 75.00000 750.00| 6.00000 60.00 PIPE, PVC, 6 IN. | | | 0052 726-92406 8.000 EACH| 579.69000 4637.52| 1500.00000 12000.00| 1200.00000 9600.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-01851 LUMP| 22200.00000 22200.00| 25000.00000 25000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0054 801-04308 1.000 EACH| 305.00000 305.00| 285.00000 285.00| 325.00000 325.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06207 8205.000 LFT | 1.00000 8205.00| 0.90000 7384.50| 1.05000 8615.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06577 22.000 LFT | 6.00000 132.00| 5.50000 121.00| 6.00000 132.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0057 801-06605 2.000 EACH| 102.00000 204.00| 95.00000 190.00| 110.00000 220.00 BARRICADE, IIIA | | | 0058 801-06625 5.000 EACH| 102.00000 510.00| 95.00000 475.00| 110.00000 550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 33.000 EACH| 91.00000 3003.00| 85.00000 2805.00| 100.00000 3300.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 34.00000 204.00| 30.00000 180.00| 36.00000 216.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 7765.00000 7765.00| 10000.00000 10000.00| 18500.00000 18500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1618530 |(6) 35-1549010 |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI|MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-97643 792.000 LFT | 5.16000 4086.72| 4.75000 3762.00| 5.50000 4356.00 TEMPORARY BUZZ STRIPS | | | 0063 802-96800 2016.000 EACH| 2.04000 4112.64| 1.75000 3528.00| 2.25000 4536.00 SHEAR STUD CONNECTOR | | | 0064 808-06713 1891.000 LFT | 0.31000 586.21| 0.28000 529.48| 0.32000 605.12 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 2314.000 LFT | 0.31000 717.34| 0.28000 647.92| 0.32000 740.48 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0066 808-06716 1934.000 LFT | 0.51000 986.34| 0.50000 967.00| 0.55000 1063.70 LINE, REMOVE | | | 0067 808-75996 19.000 EACH| 8.00000 152.00| 20.00000 380.00| 10.00000 190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 19.000 EACH| 62.00000 1178.00| 60.00000 1140.00| 64.00000 1216.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 566,111.68| $ 582,513.70| $ 582,730.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 566,111.68| $ 582,513.70| $ 582,730.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1447641 | |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS | 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| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1400.00000 16800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29500.00000 29500.00| 30900.00000 30900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 169.300 SYS | 20.00000 3386.00| 31.00000 5248.30| PAVEMENT, REMOVE | | | 0005 202-02241 313.800 LFT | 5.00000 1569.00| 6.00000 1882.80| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 70000.00000 70000.00| 81000.00000 81000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 2520.000 SYS | 4.50000 11340.00| 5.00000 12600.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 250.000 CYS | 40.00000 10000.00| 39.00000 9750.00| EXCAVATION, COMMON | | | 0009 205-06937 1514.000 LFT | 1.55000 2346.70| 2.00000 3028.00| TEMPORARY SILT FENCE | | | 0010 206-51230 60.000 CYS | 45.00000 2700.00| 38.00000 2280.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 41.000 CYS | 60.00000 2460.00| 45.00000 1845.00| AGGREGATE FOR END BENT BACKFILL | | | 0012 301-07448 101.500 TON | 25.00000 2537.50| 45.00000 4567.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-01180 134.000 TON | 25.00000 3350.00| 36.00000 4824.00| COMPACTED AGGREGATE, 53 | | | 0014 402-07433 208.000 TON | 57.00000 11856.00| 58.00000 12064.00| HMA TYPE B, SURFACE | | | 0015 402-07438 205.000 TON | 52.00000 10660.00| 58.00000 11890.00| HMA TYPE B, INTERMEDIATE | | | 0016 402-07441 495.000 TON | 48.00000 23760.00| 55.00000 27225.00| HMA TYPE B, BASE | | | 0017 406-05521 4640.000 SYS | 0.05000 232.00| 0.08000 371.20| ASPHALT FOR TACK COAT | | | 0018 601-01128 4.000 EACH| 900.00000 3600.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE WGB | | | 0019 601-01846 1.000 EACH| 1625.00000 1625.00| 1400.00000 1400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1447641 | |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 1.000 EACH| 700.00000 700.00| 650.00000 650.00| GUARDRAIL END TREATMENT, I | | | 0022 601-07023 2.000 EACH| 4000.00000 8000.00| 6500.00000 13000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-92948 525.000 LFT | 6.00000 3150.00| 3.00000 1575.00| GUARDRAIL, ADJUST HEIGHT | | | 0025 601-99105 175.000 LFT | 12.75000 2231.25| 12.00000 2100.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99132 2.000 EACH| 105.00000 210.00| 60.00000 120.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0027 602-06639 446.000 LFT | 24.00000 10704.00| 35.00000 15610.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 6.000 EACH| 7.00000 42.00| 10.00000 60.00| BARRIER DELINEATOR | | | 0029 610-06259 304.600 SYS | 65.00000 19799.00| 48.00000 14620.80| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 616-02320 226.000 SYS | 4.00000 904.00| 7.00000 1582.00| GEOTEXTILES | | | 0031 616-05689 200.000 TON | 28.00000 5600.00| 25.00000 5000.00| RIPRAP, CLASS 2 | | | 0032 616-06405 94.000 TON | 24.00000 2256.00| 52.00000 4888.00| RIPRAP, REVETMENT | | | 0033 619-05926 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| ENVIRONMENTAL CONTROL | | | 0034 619-51859 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| PAINT STEEL BRIDGE | | | 0035 619-61000 LUMP| 22000.00000 22000.00| 22000.00000 22000.00| CLEAN STEEL BRIDGE | | | 0036 621-06567 1.800 MG | 1.00000 1.80| 1.00000 1.80| WATER | | | 0037 621-06574 454.000 SYS | 5.85000 2655.90| 7.00000 3178.00| SODDING | | | 0038 702-51005 9.900 CYS | 1400.00000 13860.00| 1200.00000 11880.00| CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51110 768.000 LBS | 4.50000 3456.00| 5.00000 3840.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0040 702-51863 114.000 EACH| 7.00000 798.00| 12.00000 1368.00| FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 8093.000 LBS | 0.60000 4855.80| 0.60000 4855.80| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1447641 | |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 703-51032 54833.000 LBS | 0.75000 41124.75| 0.75000 41124.75| REINFORCING STEEL, EPOXY COATED | | | 0043 703-90512 34.000 EACH| 10.00000 340.00| 15.00000 510.00| THREADED BAR SPLICE | | | 0044 703-97703 472.000 EACH| 11.00000 5192.00| 12.00000 5664.00| THREADED BAR SPLICE, EPOXY COATED | | | 0045 704-51002 222.400 CYS | 550.00000 122320.00| 450.00000 100080.00| CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05733 4.000 EACH| 1275.00000 5100.00| 1000.00000 4000.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0047 706-51020 21.500 CYS | 400.00000 8600.00| 450.00000 9675.00| CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| SURFACE SEAL | | | 0049 713-51820 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| TEMPORARY SUPPORT | | | 0050 715-05407 136.000 LFT | 15.00000 2040.00| 5.00000 680.00| PIPE, END BENT DRAIN, 6 IN. | | | 0051 715-91361 10.000 LFT | 100.00000 1000.00| 50.00000 500.00| PIPE, PVC, 6 IN. | | | 0052 726-92406 8.000 EACH| 800.00000 6400.00| 1300.00000 10400.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-01851 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0054 801-04308 1.000 EACH| 270.00000 270.00| 300.00000 300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06207 8205.000 LFT | 0.89000 7302.45| 1.00000 8205.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06577 22.000 LFT | 5.34000 117.48| 6.00000 132.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0057 801-06605 2.000 EACH| 90.00000 180.00| 100.00000 200.00| BARRICADE, IIIA | | | 0058 801-06625 5.000 EACH| 90.00000 450.00| 100.00000 500.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 33.000 EACH| 80.00000 2640.00| 100.00000 3300.00| CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 30.00000 180.00| 40.00000 240.00| CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 2000.00000 2000.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 524 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,903.00 ROUTE : SR 121 CALL ORDER : 524 CONTRACT ID : B -26417-A COUNTIES : FRANKLIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1447641 | |GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-97643 792.000 LFT | 4.57000 3619.44| 5.00000 3960.00| TEMPORARY BUZZ STRIPS | | | 0063 802-96800 2016.000 EACH| 2.00000 4032.00| 2.00000 4032.00| SHEAR STUD CONNECTOR | | | 0064 808-06713 1891.000 LFT | 0.27000 510.57| 0.30000 567.30| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 2314.000 LFT | 0.27000 624.78| 0.30000 694.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0066 808-06716 1934.000 LFT | 0.45000 870.30| 0.50000 967.00| LINE, REMOVE | | | 0067 808-75996 19.000 EACH| 15.00000 285.00| 13.00000 247.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 19.000 EACH| 55.00000 1045.00| 55.00000 1045.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 593,389.72| $ 623,828.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 593,389.72| $ 623,828.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1081015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 604,182.49 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 641,399.73 106.1599% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 655,131.89 108.4327% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 677,431.60 112.1236% 5 35-1447641 STRUCTURE CONTRACTORS $ 703,664.65 116.4655% 6 35-1058755 BAKER & SCHULTZ, INC. $ 722,893.85 119.6482% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 748,629.93 123.9079% 8 35-1212938 ATLAS EXCAVATING, INC. $ 763,612.19 126.3876% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 50.00000 50.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1100.00000 9900.00| 1400.00000 12600.00| 1200.00000 10800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 28500.00000 28500.00| 32000.00000 32000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 443.000 m2 | 18.50000 8195.50| 11.89000 5267.27| 15.00000 6645.00 PAVEMENT, REMOVE | | | 0005 202-02241 293.200 m | 9.50000 2785.40| 9.77000 2864.56| 9.00000 2638.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| 93352.00000 93352.00| 74000.00000 74000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 2124.000 m2 | 3.85000 8177.40| 1.78000 3780.72| 3.00000 6372.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 203-02000 251.000 m3 | 6.50000 1631.50| 16.00000 4016.00| 45.00000 11295.00 EXCAVATION, COMMON | | | 0009 205-06933 2.000 EACH| 100.00000 200.00| 219.00000 438.00| 200.00000 400.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 213-52830 30.000 m3 | 95.00000 2850.00| 65.00000 1950.00| 130.00000 3900.00 FLOWABLE MORTAR | | | 0011 303-01180 1106.000 Mg | 18.50000 20461.00| 19.49000 21555.94| 24.00000 26544.00 COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 304-07493 403.000 Mg | 54.00000 21762.00| 57.82000 23301.46| 42.00000 16926.00 HMA WIDENING, TYPE B | | | 0013 402-07433 3.200 Mg | 300.00000 960.00| 791.00000 2531.20| 750.00000 2400.00 HMA TYPE B, SURFACE | | | 0014 402-07441 22.600 Mg | 75.00000 1695.00| 90.40000 2043.04| 85.00000 1921.00 HMA TYPE B, BASE | | | 0015 601-01522 5.000 EACH| 1350.00000 6750.00| 1413.00000 7065.00| 1300.00000 6500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07023 2.000 EACH| 4500.00000 9000.00| 6215.00000 12430.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 1.000 EACH| 2350.00000 2350.00| 2164.00000 2164.00| 2000.00000 2000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-94690 2.000 EACH| 3350.00000 6700.00| 3277.00000 6554.00| 3000.00000 6000.00 GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 78.100 m | 34.50000 2694.45| 34.00000 2655.40| 31.00000 2421.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 601-99108 160.000 m | 48.50000 7760.00| 50.00000 8000.00| 45.00000 7200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0021 601-99132 2.000 EACH| 65.00000 130.00| 57.00000 114.00| 52.00000 104.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06639 60.000 m | 57.50000 3450.00| 62.33000 3739.80| 65.00000 3900.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 294.000 m | 54.50000 16023.00| 55.77000 16396.38| 55.00000 16170.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 32.000 EACH| 8.00000 256.00| 8.00000 256.00| 7.50000 240.00 BARRIER DELINEATOR | | | 0025 606-07484 493.000 m | 6.10000 3007.30| 7.80000 3845.40| 6.00000 2958.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0026 607-06335 93.000 m | 50.00000 4650.00| 70.00000 6510.00| 85.00000 7905.00 PAVED SIDE DITCH, A | | | 0027 610-06259 549.200 m2 | 64.50000 35423.40| 73.30000 40256.36| 70.00000 38444.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 616-93772 20.000 EACH| 50.00000 1000.00| 430.00000 8600.00| 125.00000 2500.00 INSPECTION HOLE | | | 0029 619-05926 LUMP| 1500.00000 1500.00| 791.00000 791.00| 1350.00000 1350.00 ENVIRONMENTAL CONTROL | | | 0030 619-91955 LUMP| 20000.00000 20000.00| 10170.00000 10170.00| 19000.00000 19000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-01004 1.000 EACH| 350.00000 350.00| 339.00000 339.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 334.000 m2 | 1.25000 417.50| 2.20000 734.80| 2.00000 668.00 MULCHED SEEDING, R | | | 0033 702-51863 2004.000 EACH| 6.50000 13026.00| 4.65000 9318.60| 5.00000 10020.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 8351.000 kg | 1.35000 11273.85| 1.14000 9520.14| 1.25000 10438.75 REINFORCING STEEL | | | 0035 703-51032 16943.000 kg | 1.50000 25414.50| 1.30000 22025.90| 1.50000 25414.50 REINFORCING STEEL, EPOXY COATED | | | 0036 703-90512 76.000 EACH| 7.00000 532.00| 8.42000 639.92| 13.00000 988.00 THREADED BAR SPLICE | | | 0037 703-97703 76.000 EACH| 8.00000 608.00| 9.98000 758.48| 14.00000 1064.00 THREADED BAR SPLICE, EPOXY COATED | | | 0038 704-51002 31.400 m3 | 750.00000 23550.00| 990.89000 31113.95| 750.00000 23550.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 8.000 EACH| 1000.00000 8000.00| 1400.00000 11200.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 88.400 m3 | 485.00000 42874.00| 348.21000 30781.76| 300.00000 26520.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 5500.00000 5500.00| 5400.00000 5400.00| 5200.00000 5200.00 SURFACE SEAL | | | 0042 715-05407 5.000 m | 35.00000 175.00| 50.00000 250.00| 75.00000 375.00 PIPE, END BENT DRAIN, 150 mm | | | 0043 715-05756 10.000 m | 62.00000 620.00| 102.15000 1021.50| 170.00000 1700.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0044 715-46000 1.000 EACH| 250.00000 250.00| 178.00000 178.00| 250.00000 250.00 PIPE END SECTION, 300 mm | | | 0045 715-91361 1.000 m | 75.00000 75.00| 100.00000 100.00| 600.00000 600.00 PIPE, PVC, 150 mm | | | 0046 722-51401 20.000 m2 | 100.00000 2000.00| 161.00000 3220.00| 80.00000 1600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 2181.800 m2 | 42.50000 92726.50| 41.61000 90784.70| 50.00000 109090.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 23.600 m3 | 434.50000 10254.20| 434.50000 10254.20| 434.50000 10254.20 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 240.000 m2 | 50.00000 12000.00| 75.00000 18000.00| 50.00000 12000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 724-03276 45.400 m | 80.00000 3632.00| 131.00000 5947.40| 70.00000 3178.00 EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 724-51925 40.000 m | 320.00000 12800.00| 328.00000 13120.00| 450.00000 18000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01093 9.000 EACH| 750.00000 6750.00| 819.00000 7371.00| 800.00000 7200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0053 801-06203 5102.000 m | 0.20000 1020.40| 0.23000 1173.46| 0.22000 1122.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06640 25.000 EACH| 85.00000 2125.00| 84.75000 2118.75| 85.00000 2125.00 CONSTRUCTION SIGN, A | | | 0055 801-06710 180.000 DAY | 15.00000 2700.00| 14.69000 2644.20| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 15000.00000 15000.00| 9840.00000 9840.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0057 801-97643 432.000 m | 16.50000 7128.00| 17.52000 7568.64| 16.00000 6912.00 TEMPORARY BUZZ STRIPS | | | 0058 808-06711 211.000 m | 0.65000 137.15| 0.62000 130.82| 0.60000 126.60 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 534.000 m | 0.58000 309.72| 0.54000 288.36| 0.50000 267.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 534.000 m | 0.58000 309.72| 0.54000 288.36| 0.50000 267.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 987.000 m | 1.75000 1727.25| 1.66000 1638.42| 1.50000 1480.50 LINE, REMOVE | | | 0062 202-51822 2124.000 m2 | 4.25000 9027.00| 3.66000 7773.84| 3.00000 6372.00 BRIDGE DECK OVERLAY, REMOVE | | | 0063 202-02272 93.000 m | 16.75000 1557.75| 6.00000 558.00| 30.00000 2790.00 PAVED SIDE DITCH, REMOVE | | | SECTION TOTALS | $ 604,182.49| $ 641,399.73| $ 655,131.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 604,182.49| $ 641,399.73| $ 655,131.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1447641 |(6) 35-1058755 |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3600.00000 3600.00| 1000.00000 1000.00| 3600.00000 3600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1400.00000 12600.00| 1200.00000 10800.00| 2600.00000 23400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 35150.00000 35150.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 443.000 m2 | 14.00000 6202.00| 35.00000 15505.00| 22.50000 9967.50 PAVEMENT, REMOVE | | | 0005 202-02241 293.200 m | 11.00000 3225.20| 10.00000 2932.00| 11.55000 3386.46 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 94810.00000 94810.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 2124.000 m2 | 4.00000 8496.00| 6.00000 12744.00| 1.00000 2124.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 203-02000 251.000 m3 | 20.00000 5020.00| 72.25000 18134.75| 53.00000 13303.00 EXCAVATION, COMMON | | | 0009 205-06933 2.000 EACH| 65.00000 130.00| 200.00000 400.00| 66.00000 132.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 213-52830 30.000 m3 | 100.00000 3000.00| 82.00000 2460.00| 100.00000 3000.00 FLOWABLE MORTAR | | | 0011 303-01180 1106.000 Mg | 22.00000 24332.00| 25.00000 27650.00| 33.00000 36498.00 COMPACTED AGGREGATE, 53 | | | 0012 304-07493 403.000 Mg | 42.00000 16926.00| 40.00000 16120.00| 44.00000 17732.00 HMA WIDENING, TYPE B | | | 0013 402-07433 3.200 Mg | 725.00000 2320.00| 700.00000 2240.00| 770.00000 2464.00 HMA TYPE B, SURFACE | | | 0014 402-07441 22.600 Mg | 85.00000 1921.00| 80.00000 1808.00| 88.00000 1988.80 HMA TYPE B, BASE | | | 0015 601-01522 5.000 EACH| 1250.00000 6250.00| 1250.00000 6250.00| 1320.00000 6600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07023 2.000 EACH| 4600.00000 9200.00| 5500.00000 11000.00| 4950.00000 9900.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 2310.00000 2310.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-94690 2.000 EACH| 3200.00000 6400.00| 3000.00000 6000.00| 3410.00000 6820.00 GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 78.100 m | 34.00000 2655.40| 32.00000 2499.20| 36.00000 2811.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1447641 |(6) 35-1058755 |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99108 160.000 m | 48.00000 7680.00| 45.00000 7200.00| 51.20000 8192.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0021 601-99132 2.000 EACH| 105.00000 210.00| 50.00000 100.00| 110.00000 220.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06639 60.000 m | 75.00000 4500.00| 58.00000 3480.00| 84.00000 5040.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 294.000 m | 70.00000 20580.00| 50.00000 14700.00| 84.00000 24696.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 32.000 EACH| 9.00000 288.00| 10.00000 320.00| 10.00000 320.00 BARRIER DELINEATOR | | | 0025 606-07484 493.000 m | 7.00000 3451.00| 8.00000 3944.00| 7.60000 3746.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0026 607-06335 93.000 m | 100.00000 9300.00| 75.00000 6975.00| 53.00000 4929.00 PAVED SIDE DITCH, A | | | 0027 610-06259 549.200 m2 | 80.00000 43936.00| 72.00000 39542.40| 65.00000 35698.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 616-93772 20.000 EACH| 40.00000 800.00| 130.00000 2600.00| 70.00000 1400.00 INSPECTION HOLE | | | 0029 619-05926 LUMP| 2500.00000 2500.00| 1300.00000 1300.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL | | | 0030 619-91955 LUMP| 12000.00000 12000.00| 21000.00000 21000.00| 20000.00000 20000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | 0031 621-01004 1.000 EACH| 700.00000 700.00| 300.00000 300.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 334.000 m2 | 2.40000 801.60| 2.00000 668.00| 2.50000 835.00 MULCHED SEEDING, R | | | 0033 702-51863 2004.000 EACH| 4.00000 8016.00| 7.00000 14028.00| 10.00000 20040.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 8351.000 kg | 1.30000 10856.30| 1.25000 10438.75| 1.15000 9603.65 REINFORCING STEEL | | | 0035 703-51032 16943.000 kg | 1.40000 23720.20| 1.45000 24567.35| 1.20000 20331.60 REINFORCING STEEL, EPOXY COATED | | | 0036 703-90512 76.000 EACH| 9.00000 684.00| 10.00000 760.00| 8.20000 623.20 THREADED BAR SPLICE | | | 0037 703-97703 76.000 EACH| 10.00000 760.00| 12.00000 912.00| 9.00000 684.00 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1447641 |(6) 35-1058755 |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 704-51002 31.400 m3 | 1500.00000 47100.00| 950.00000 29830.00| 600.00000 18840.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 8.000 EACH| 1200.00000 9600.00| 1000.00000 8000.00| 900.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 88.400 m3 | 400.00000 35360.00| 450.00000 39780.00| 470.00000 41548.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 5700.00000 5700.00 SURFACE SEAL | | | 0042 715-05407 5.000 m | 75.00000 375.00| 40.00000 200.00| 30.00000 150.00 PIPE, END BENT DRAIN, 150 mm | | | 0043 715-05756 10.000 m | 80.00000 800.00| 160.00000 1600.00| 60.00000 600.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0044 715-46000 1.000 EACH| 200.00000 200.00| 260.00000 260.00| 300.00000 300.00 PIPE END SECTION, 300 mm | | | 0045 715-91361 1.000 m | 100.00000 100.00| 260.00000 260.00| 50.00000 50.00 PIPE, PVC, 150 mm | | | 0046 722-51401 20.000 m2 | 450.00000 9000.00| 290.00000 5800.00| 142.00000 2840.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 2181.800 m2 | 54.00000 117817.20| 45.00000 98181.00| 42.00000 91635.60 BRIDGE DECK OVERLAY | | | 0048 722-51846 23.600 m3 | 434.50000 10254.20| 434.50000 10254.20| 434.50000 10254.20 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 240.000 m2 | 70.00000 16800.00| 75.50000 18120.00| 142.00000 34080.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 724-03276 45.400 m | 275.00000 12485.00| 100.00000 4540.00| 102.00000 4630.80 EXPANSION JOINT SEALING SYSTEM | | | 0051 724-51925 40.000 m | 300.00000 12000.00| 300.00000 12000.00| 330.00000 13200.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01093 9.000 EACH| 750.00000 6750.00| 800.00000 7200.00| 800.00000 7200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0053 801-06203 5102.000 m | 0.20000 1020.40| 0.50000 2551.00| 0.22000 1122.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06640 25.000 EACH| 80.00000 2000.00| 150.00000 3750.00| 83.00000 2075.00 CONSTRUCTION SIGN, A | | | 0055 801-06710 180.000 DAY | 14.00000 2520.00| 20.00000 3600.00| 16.00000 2880.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 16000.00000 16000.00| 24000.00000 24000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0057 801-97643 432.000 m | 16.00000 6912.00| 20.00000 8640.00| 17.00000 7344.00 TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1447641 |(6) 35-1058755 |MILESTONE CONTRACTORS, L.P. |STRUCTURE CONTRACTORS |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06711 211.000 m | 0.60000 126.60| 1.50000 316.50| 0.60000 126.60 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 534.000 m | 0.50000 267.00| 0.50000 267.00| 0.55000 293.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 534.000 m | 0.50000 267.00| 1.50000 801.00| 0.55000 293.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 987.000 m | 1.50000 1480.50| 1.50000 1480.50| 1.60000 1579.20 LINE, REMOVE | | | 0062 202-51822 2124.000 m2 | 4.00000 8496.00| 5.00000 10620.00| 5.50000 11682.00 BRIDGE DECK OVERLAY, REMOVE | | | 0063 202-02272 93.000 m | 80.00000 7440.00| 45.00000 4185.00| 84.00000 7812.00 PAVED SIDE DITCH, REMOVE | | | SECTION TOTALS | $ 677,431.60| $ 703,664.65| $ 722,893.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 677,431.60| $ 703,664.65| $ 722,893.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1450.00000 13050.00| 1500.00000 13500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 37431.50000 37431.50| 38000.00000 38000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 443.000 m2 | 28.00000 12404.00| 17.00000 7531.00| PAVEMENT, REMOVE | | | 0005 202-02241 293.200 m | 8.65000 2536.18| 7.70000 2257.64| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 109487.00000 109487.00| 104000.00000 104000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60822 2124.000 m2 | 5.50000 11682.00| 2.00000 4248.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 203-02000 251.000 m3 | 60.00000 15060.00| 17.00000 4267.00| EXCAVATION, COMMON | | | 0009 205-06933 2.000 EACH| 200.00000 400.00| 160.00000 320.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 213-52830 30.000 m3 | 185.00000 5550.00| 165.00000 4950.00| FLOWABLE MORTAR | | | 0011 303-01180 1106.000 Mg | 23.00000 25438.00| 24.50000 27097.00| COMPACTED AGGREGATE, 53 | | | 0012 304-07493 403.000 Mg | 42.00000 16926.00| 50.00000 20150.00| HMA WIDENING, TYPE B | | | 0013 402-07433 3.200 Mg | 750.00000 2400.00| 725.00000 2320.00| HMA TYPE B, SURFACE | | | 0014 402-07441 22.600 Mg | 85.00000 1921.00| 110.00000 2486.00| HMA TYPE B, BASE | | | 0015 601-01522 5.000 EACH| 1250.00000 6250.00| 1450.00000 7250.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07023 2.000 EACH| 5500.00000 11000.00| 5200.00000 10400.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0017 601-94689 1.000 EACH| 1915.00000 1915.00| 2400.00000 2400.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-94690 2.000 EACH| 2900.00000 5800.00| 3400.00000 6800.00| GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 78.100 m | 29.50000 2303.95| 34.00000 2655.40| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99108 160.000 m | 44.25000 7080.00| 48.00000 7680.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0021 601-99132 2.000 EACH| 50.00000 100.00| 115.00000 230.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06639 60.000 m | 55.00000 3300.00| 100.00000 6000.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 294.000 m | 60.00000 17640.00| 85.00000 24990.00| TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 32.000 EACH| 9.00000 288.00| 9.00000 288.00| BARRIER DELINEATOR | | | 0025 606-07484 493.000 m | 6.00000 2958.00| 6.20000 3056.60| MILLED HMA SHOULDER CORRUGATIONS | | | 0026 607-06335 93.000 m | 85.00000 7905.00| 74.00000 6882.00| PAVED SIDE DITCH, A | | | 0027 610-06259 549.200 m2 | 78.00000 42837.60| 58.00000 31853.60| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 616-93772 20.000 EACH| 250.00000 5000.00| 140.00000 2800.00| INSPECTION HOLE | | | 0029 619-05926 LUMP| 1400.00000 1400.00| 1700.00000 1700.00| ENVIRONMENTAL CONTROL | | | 0030 619-91955 LUMP| 19500.00000 19500.00| 16000.00000 16000.00| CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | 0031 621-01004 1.000 EACH| 300.00000 300.00| 715.00000 715.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 334.000 m2 | 2.00000 668.00| 3.20000 1068.80| MULCHED SEEDING, R | | | 0033 702-51863 2004.000 EACH| 8.00000 16032.00| 9.20000 18436.80| FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 8351.000 kg | 1.20000 10021.20| 1.45000 12108.95| REINFORCING STEEL | | | 0035 703-51032 16943.000 kg | 1.40000 23720.20| 1.55000 26261.65| REINFORCING STEEL, EPOXY COATED | | | 0036 703-90512 76.000 EACH| 7.50000 570.00| 11.50000 874.00| THREADED BAR SPLICE | | | 0037 703-97703 76.000 EACH| 9.00000 684.00| 13.00000 988.00| THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 704-51002 31.400 m3 | 1400.00000 43960.00| 750.00000 23550.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 8.000 EACH| 1150.00000 9200.00| 1050.00000 8400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 88.400 m3 | 305.00000 26962.00| 650.00000 57460.00| CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 5300.00000 5300.00| 9500.00000 9500.00| SURFACE SEAL | | | 0042 715-05407 5.000 m | 50.00000 250.00| 120.00000 600.00| PIPE, END BENT DRAIN, 150 mm | | | 0043 715-05756 10.000 m | 140.00000 1400.00| 170.00000 1700.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0044 715-46000 1.000 EACH| 250.00000 250.00| 245.00000 245.00| PIPE END SECTION, 300 mm | | | 0045 715-91361 1.000 m | 90.00000 90.00| 105.00000 105.00| PIPE, PVC, 150 mm | | | 0046 722-51401 20.000 m2 | 450.00000 9000.00| 300.00000 6000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 2181.800 m2 | 45.00000 98181.00| 48.00000 104726.40| BRIDGE DECK OVERLAY | | | 0048 722-51846 23.600 m3 | 434.50000 10254.20| 434.50000 10254.20| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 240.000 m2 | 80.00000 19200.00| 100.00000 24000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 724-03276 45.400 m | 300.00000 13620.00| 165.00000 7491.00| EXPANSION JOINT SEALING SYSTEM | | | 0051 724-51925 40.000 m | 485.00000 19400.00| 320.00000 12800.00| STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-01093 9.000 EACH| 750.00000 6750.00| 750.00000 6750.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0053 801-06203 5102.000 m | 0.25000 1275.50| 0.25000 1275.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06640 25.000 EACH| 85.00000 2125.00| 90.00000 2250.00| CONSTRUCTION SIGN, A | | | 0055 801-06710 180.000 DAY | 14.50000 2610.00| 13.50000 2430.00| FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 15000.00000 15000.00| 34000.00000 34000.00| MAINTAINING TRAFFIC | | | 0057 801-97643 432.000 m | 16.00000 6912.00| 17.00000 7344.00| TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 526 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 740,592.88 ROUTE : US 35 CALL ORDER : 526 CONTRACT ID : B -26418-A COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1212938 | |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06711 211.000 m | 0.60000 126.60| 0.65000 137.15| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 534.000 m | 0.50000 267.00| 0.65000 347.10| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 534.000 m | 0.50000 267.00| 0.65000 347.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 987.000 m | 2.00000 1974.00| 1.70000 1677.90| LINE, REMOVE | | | 0062 202-51822 2124.000 m2 | 3.00000 6372.00| 2.85000 6053.40| BRIDGE DECK OVERLAY, REMOVE | | | 0063 202-02272 93.000 m | 25.00000 2325.00| 71.00000 6603.00| PAVED SIDE DITCH, REMOVE | | | SECTION TOTALS | $ 748,629.93| $ 763,612.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 748,629.93| $ 763,612.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9912020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 346,753.18 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 389,842.88 112.4266% 3 35-1523985 WIRTZ & YATES, INC. $ 397,360.95 114.5947% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 406,925.09 117.3529% 5 35-1310611 DUNCAN ROBERTSON INC $ 412,986.71 119.1010% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, 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| 6200.00000 6200.00| 9000.00000 9000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| 2000.00000 16000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 20000.00000 20000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 24000.00000 24000.00| 37000.00000 37000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 660.000 m3 | 9.50000 6270.00| 14.00000 9240.00| 11.77000 7768.20 EXCAVATION, COMMON | | | 0007 203-02070 555.000 m3 | 11.00000 6105.00| 12.50000 6937.50| 11.77000 6532.35 BORROW | | | 0008 205-02224 58.000 m | 7.00000 406.00| 8.00000 464.00| 11.00000 638.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 56.000 m | 46.00000 2576.00| 75.00000 4200.00| 60.00000 3360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-04931 2.000 EACH| 2500.00000 5000.00| 1100.00000 2200.00| 1000.00000 2000.00 SEDIMENT TRAP | | | 0011 206-51220 72.000 m3 | 75.00000 5400.00| 120.00000 8640.00| 80.00000 5760.00 EXCAVATION, WET | | | 0012 206-51230 30.000 m3 | 20.00000 600.00| 48.00000 1440.00| 40.00000 1200.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 28.000 m3 | 48.00000 1344.00| 40.00000 1120.00| 26.43000 740.04 STRUCTURE BACKFILL | | | 0014 213-52830 6.000 m3 | 293.00000 1758.00| 125.00000 750.00| 150.00000 900.00 FLOWABLE MORTAR | | | 0015 301-07448 560.000 Mg | 17.00000 9520.00| 17.00000 9520.00| 17.00000 9520.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 100.000 Mg | 148.00000 14800.00| 82.00000 8200.00| 122.00000 12200.00 HMA TYPE A, SURFACE | | | 0017 402-07435 170.000 Mg | 84.00000 14280.00| 58.00000 9860.00| 95.00000 16150.00 HMA TYPE A, INTERMEDIATE | | | 0018 405-05518 1100.000 m2 | 1.00000 1100.00| 0.60000 660.00| 0.70000 770.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1080.000 m2 | 0.70000 756.00| 0.11000 118.80| 0.40000 432.00 ASPHALT FOR TACK COAT | | | 0020 601-01854 4.000 EACH| 945.00000 3780.00| 950.00000 3800.00| 950.00000 3800.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0021 601-06037 4.000 EACH| 735.00000 2940.00| 625.00000 2500.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 123.825 m | 36.00000 4457.70| 30.50000 3776.66| 33.81000 4186.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-06040 184.000 m | 31.00000 5704.00| 25.00000 4600.00| 25.76000 4739.84 FENCE, FARM FIELD, 1190 mm | | | 0024 603-96042 2.000 EACH| 1250.00000 2500.00| 950.00000 1900.00| 1200.00000 2400.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0025 608-04395 5.000 Mg | 50.00000 250.00| 52.00000 260.00| 30.00000 150.00 AGGREGATE FOR SHOULDER DRAINS | | | 0026 610-06257 92.000 m2 | 57.00000 5244.00| 53.00000 4876.00| 55.00000 5060.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06505 3.000 EACH| 700.00000 2100.00| 475.00000 1425.00| 700.00000 2100.00 MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1500.00000 1500.00| 1700.00000 1700.00| 700.00000 700.00 PLAQUE, ALUMINUM | | | 0029 616-02320 630.000 m2 | 4.50000 2835.00| 4.20000 2646.00| 4.18000 2633.40 GEOTEXTILES | | | 0030 616-05688 480.000 Mg | 63.00000 30240.00| 44.00000 21120.00| 45.00000 21600.00 RIPRAP, CLASS 1 | | | 0031 616-06405 78.000 Mg | 18.00000 1404.00| 27.00000 2106.00| 22.00000 1716.00 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 500.00000 1000.00| 425.00000 850.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02363 3500.000 m2 | 1.98000 6930.00| 1.05000 3675.00| 0.53000 1855.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-02468 80.000 kg | 20.00000 1600.00| 34.00000 2720.00| 10.84000 867.20 SEED MIXTURE, GRASS, 1 | | | 0035 621-02770 1600.000 m2 | 1.75000 2800.00| 2.30000 3680.00| 2.50000 4000.00 EROSION CONTROL BLANKET | | | 0036 621-06545 0.400 Mg | 600.00000 240.00| 800.00000 320.00| 850.00000 340.00 FERTILIZER | | | 0037 621-06548 5.000 kg | 77.00000 385.00| 57.00000 285.00| 65.00000 325.00 SEED MIXTURE, CV | | | 0038 621-06553 70.000 kg | 12.00000 840.00| 34.00000 2380.00| 8.92000 624.40 SEED MIXTURE, R | | | 0039 621-06565 1.600 Mg | 600.00000 960.00| 620.00000 992.00| 700.00000 1120.00 MULCHING MATERIAL | | | 0040 621-06567 2.000 kL | 1.00000 2.00| 0.65000 1.30| 1.00000 2.00 WATER | | | 0041 621-06574 73.000 m2 | 9.50000 693.50| 28.00000 2044.00| 29.00000 2117.00 SODDING | | | 0042 622-52436 4.000 EACH| 35.00000 140.00| 27.00000 108.00| 50.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 50.000 EACH| 12.00000 600.00| 13.00000 650.00| 14.00000 700.00 SEEDLING | | | 0044 701-51195 207.000 m | 90.00000 18630.00| 120.00000 24840.00| 72.00000 14904.00 PILE, STEEL H, HP 310 X 79 | | | 0045 702-51005 42.000 m3 | 400.00000 16800.00| 450.00000 18900.00| 524.00000 22008.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 3402.000 kg | 1.14000 3878.28| 1.25000 4252.50| 1.21000 4116.42 REINFORCING STEEL | | | 0047 703-51032 13571.000 kg | 1.27000 17235.17| 1.35000 18320.85| 1.43000 19406.53 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 125.700 m3 | 393.00000 49400.10| 475.00000 59707.50| 492.00000 61844.40 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 57.150 m | 201.00000 11487.15| 192.00000 10972.80| 203.00000 11601.45 BRIDGE RAILING, THRIE BEAM | | | 0050 709-51821 LUMP| 2200.00000 2200.00| 3000.00000 3000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0051 715-05049 30.000 m | 32.00000 960.00| 34.00000 1020.00| 10.00000 300.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 35.00000 1050.00| 40.00000 1200.00| 12.00000 360.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 715-05118 18.000 m | 44.00000 792.00| 135.00000 2430.00| 60.00000 1080.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46000 2.000 EACH| 200.00000 400.00| 210.00000 420.00| 150.00000 300.00 PIPE END SECTION, 300 mm | | | 0055 801-04308 4.000 EACH| 245.00000 980.00| 365.00000 1460.00| 700.00000 2800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 8.000 EACH| 195.00000 1560.00| 130.00000 1040.00| 270.00000 2160.00 BARRICADE, IIIA | | | 0057 801-06606 4.000 EACH| 190.00000 760.00| 140.00000 560.00| 350.00000 1400.00 BARRICADE, IIIB | | | 0058 801-06625 2.000 EACH| 155.00000 310.00| 140.00000 280.00| 240.00000 480.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 8.000 EACH| 150.00000 1200.00| 120.00000 960.00| 300.00000 2400.00 CONSTRUCTION SIGN, A | | | 0060 802-76020 0.930 m2 | 185.00000 172.05| 160.00000 148.80| 400.00000 372.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0061 802-76025 1.162 m2 | 225.00000 261.45| 195.00000 226.59| 400.00000 464.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76055 17.820 m | 29.00000 516.78| 19.00000 338.58| 20.00000 356.40 SIGN POST, A | | | SECTION TOTALS | $ 346,753.18| $ 389,842.88| $ 397,360.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,753.18| $ 389,842.88| $ 397,360.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1310611 | |HARVEY, GEORGE R. & SON, 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| 12000.00000 12000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1500.00000 12000.00| 1500.00000 12000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31000.00000 31000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 660.000 m3 | 25.00000 16500.00| 15.00000 9900.00| EXCAVATION, COMMON | | | 0007 203-02070 555.000 m3 | 8.00000 4440.00| 20.00000 11100.00| BORROW | | | 0008 205-02224 58.000 m | 11.00000 638.00| 5.00000 290.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 56.000 m | 60.00000 3360.00| 10.00000 560.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-04931 2.000 EACH| 250.00000 500.00| 1000.00000 2000.00| SEDIMENT TRAP | | | 0011 206-51220 72.000 m3 | 415.00000 29880.00| 200.00000 14400.00| EXCAVATION, WET | | | 0012 206-51230 30.000 m3 | 25.00000 750.00| 30.00000 900.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-07454 28.000 m3 | 30.00000 840.00| 35.00000 980.00| STRUCTURE BACKFILL | | | 0014 213-52830 6.000 m3 | 180.00000 1080.00| 150.00000 900.00| FLOWABLE MORTAR | | | 0015 301-07448 560.000 Mg | 20.00000 11200.00| 16.50000 9240.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 100.000 Mg | 95.00000 9500.00| 87.00000 8700.00| HMA TYPE A, SURFACE | | | 0017 402-07435 170.000 Mg | 66.00000 11220.00| 60.00000 10200.00| HMA TYPE A, INTERMEDIATE | | | 0018 405-05518 1100.000 m2 | 0.66000 726.00| 0.60000 660.00| ASPHALT FOR PRIME COAT | | | 0019 406-05521 1080.000 m2 | 0.12000 129.60| 0.11000 118.80| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1310611 | |HARVEY, GEORGE R. & SON, INC|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01854 4.000 EACH| 980.00000 3920.00| 925.00000 3700.00| GUARDRAIL TRANSITION, 3.810 m LONG | | | 0021 601-06037 4.000 EACH| 690.00000 2760.00| 660.00000 2640.00| GUARDRAIL END TREATMENT, I | | | 0022 601-99105 123.825 m | 40.00000 4953.00| 32.50000 4024.31| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-06040 184.000 m | 26.50000 4876.00| 25.00000 4600.00| FENCE, FARM FIELD, 1190 mm | | | 0024 603-96042 2.000 EACH| 1035.00000 2070.00| 1000.00000 2000.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0025 608-04395 5.000 Mg | 40.00000 200.00| 25.00000 125.00| AGGREGATE FOR SHOULDER DRAINS | | | 0026 610-06257 92.000 m2 | 65.00000 5980.00| 75.00000 6900.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06505 3.000 EACH| 450.00000 1350.00| 400.00000 1200.00| MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| PLAQUE, ALUMINUM | | | 0029 616-02320 630.000 m2 | 3.00000 1890.00| 3.50000 2205.00| GEOTEXTILES | | | 0030 616-05688 480.000 Mg | 40.00000 19200.00| 45.00000 21600.00| RIPRAP, CLASS 1 | | | 0031 616-06405 78.000 Mg | 25.00000 1950.00| 25.00000 1950.00| RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 460.00000 920.00| 440.00000 880.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02363 3500.000 m2 | 0.54000 1890.00| 0.52000 1820.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-02468 80.000 kg | 11.15000 892.00| 10.60000 848.00| SEED MIXTURE, GRASS, 1 | | | 0035 621-02770 1600.000 m2 | 1.90000 3040.00| 1.80000 2880.00| EROSION CONTROL BLANKET | | | 0036 621-06545 0.400 Mg | 870.00000 348.00| 825.00000 330.00| FERTILIZER | | | 0037 621-06548 5.000 kg | 63.00000 315.00| 60.00000 300.00| SEED MIXTURE, CV | | | 0038 621-06553 70.000 kg | 9.15000 640.50| 9.00000 630.00| SEED MIXTURE, R | | | 0039 621-06565 1.600 Mg | 665.00000 1064.00| 625.00000 1000.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1310611 | |HARVEY, GEORGE R. & SON, INC|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06567 2.000 kL | 1.00000 2.00| 0.60000 1.20| WATER | | | 0041 621-06574 73.000 m2 | 28.75000 2098.75| 30.00000 2190.00| SODDING | | | 0042 622-52436 4.000 EACH| 28.75000 115.00| 30.00000 120.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 50.000 EACH| 13.80000 690.00| 13.20000 660.00| SEEDLING | | | 0044 701-51195 207.000 m | 107.00000 22149.00| 100.00000 20700.00| PILE, STEEL H, HP 310 X 79 | | | 0045 702-51005 42.000 m3 | 450.00000 18900.00| 750.00000 31500.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 3402.000 kg | 1.20000 4082.40| 1.25000 4252.50| REINFORCING STEEL | | | 0047 703-51032 13571.000 kg | 1.30000 17642.30| 1.35000 18320.85| REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 125.700 m3 | 500.00000 62850.00| 750.00000 94275.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 57.150 m | 225.00000 12858.75| 200.00000 11430.00| BRIDGE RAILING, THRIE BEAM | | | 0050 709-51821 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| SURFACE SEAL | | | 0051 715-05049 30.000 m | 60.00000 1800.00| 30.00000 900.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 70.00000 2100.00| 30.00000 900.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 715-05118 18.000 m | 70.00000 1260.00| 40.00000 720.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0054 715-46000 2.000 EACH| 150.00000 300.00| 225.00000 450.00| PIPE END SECTION, 300 mm | | | 0055 801-04308 4.000 EACH| 690.00000 2760.00| 380.00000 1520.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 8.000 EACH| 230.00000 1840.00| 125.00000 1000.00| BARRICADE, IIIA | | | 0057 801-06606 4.000 EACH| 250.00000 1000.00| 135.00000 540.00| BARRICADE, IIIB | | | 0058 801-06625 2.000 EACH| 250.00000 500.00| 135.00000 270.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 8.000 EACH| 210.00000 1680.00| 115.00000 920.00| CONSTRUCTION SIGN, A | | | 0060 802-76020 0.930 m2 | 175.00000 162.75| 165.00000 153.45| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 443,450.00 ROUTE : CR 580W CALL ORDER : 540 CONTRACT ID : B -26466-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1310611 | |HARVEY, GEORGE R. & SON, INC|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-76025 1.162 m2 | 220.00000 255.64| 210.00000 244.02| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76055 17.820 m | 20.00000 356.40| 19.00000 338.58| SIGN POST, A | | | SECTION TOTALS | $ 406,925.09| $ 412,986.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,925.09| $ 412,986.71| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9912008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 503,112.98 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 510,702.57 101.5085% 3 35-1523985 WIRTZ & YATES, INC. $ 524,298.29 104.2108% 4 35-1212938 ATLAS EXCAVATING, INC. $ 529,368.05 105.2185% 5 35-1310611 DUNCAN ROBERTSON INC $ 545,006.85 108.3269% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 591,822.25 117.6320% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1609544 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |SCHUTT-LOOKABILL CO |WIRTZ & YATES, 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| 6200.00000 6200.00| 6100.00000 6100.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2300.00000 13800.00| 1800.00000 10800.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 25500.00000 25500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2200.00000 2200.00| 1000.00000 1000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 90.000 m | 16.00000 1440.00| 6.00000 540.00| 12.00000 1080.00 CURB, CONCRETE, REMOVE | | | 0006 202-51330 LUMP| 40000.00000 40000.00| 62641.00000 62641.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-52710 140.000 m2 | 6.00000 840.00| 10.00000 1400.00| 9.00000 1260.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 170.000 m2 | 11.00000 1870.00| 12.58000 2138.60| 13.00000 2210.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 140.000 m3 | 14.35000 2009.00| 20.00000 2800.00| 16.00000 2240.00 EXCAVATION, COMMON | | | 0010 205-02224 60.000 m | 16.00000 960.00| 12.32000 739.20| 10.50000 630.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51220 157.000 m3 | 97.00000 15229.00| 186.52000 29283.64| 78.34000 12299.38 EXCAVATION, WET | | | 0012 206-51230 180.000 m3 | 23.50000 4230.00| 36.00000 6480.00| 26.11000 4699.80 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1609544 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 50.000 m3 | 198.00000 9900.00| 122.49000 6124.50| 182.00000 9100.00 FLOWABLE MORTAR | | | 0014 301-07448 61.000 Mg | 22.00000 1342.00| 40.00000 2440.00| 22.30000 1360.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 15.000 Mg | 144.00000 2160.00| 96.05000 1440.75| 400.00000 6000.00 HMA TYPE A, SURFACE | | | 0016 406-05521 170.000 m2 | 5.00000 850.00| 3.95000 671.50| 3.00000 510.00 ASPHALT FOR TACK COAT | | | 0017 601-07009 4.000 EACH| 14075.00000 56300.00| 14800.00000 59200.00| 14410.00000 57640.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0018 601-07009 1.000 EACH| 6400.00000 6400.00| 6700.00000 6700.00| 6608.00000 6608.00 IMPACT ATTENUATOR, LS, W1, TL-1 , SPARE | | | PARTS PACKAGE | | | 0019 601-96062 49.200 m | 152.00000 7478.40| 155.00000 7626.00| 153.00000 7527.60 HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0020 604-06069 12.000 m2 | 88.00000 1056.00| 75.00000 900.00| 100.00000 1200.00 CURB RAMP, CONCRETE | | | 0021 604-06070 98.000 m2 | 32.00000 3136.00| 35.00000 3430.00| 35.82000 3510.36 SIDEWALK, CONCRETE | | | 0022 605-06090 25.800 m | 53.00000 1367.40| 60.00000 1548.00| 49.42000 1275.04 CURB, INTEGRAL, CONCRETE | | | 0023 605-06120 3.000 m | 120.00000 360.00| 150.00000 450.00| 100.00000 300.00 CURB, CONCRETE | | | 0024 605-06121 41.000 m | 109.00000 4469.00| 60.00000 2460.00| 47.93000 1965.13 CURB, CONCRETE, B | | | 0025 610-06257 138.000 m2 | 62.00000 8556.00| 64.00000 8832.00| 40.78000 5627.64 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 610-07486 5.000 Mg | 199.00000 995.00| 107.35000 536.75| 280.00000 1400.00 HMA FOR APPROACHES, TYPE A | | | 0027 611-05330 23.000 m2 | 45.00000 1035.00| 60.00000 1380.00| 50.00000 1150.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 615-06505 2.000 EACH| 700.00000 1400.00| 492.00000 984.00| 600.00000 1200.00 MONUMENT, B | | | 0029 615-99189 1.000 EACH| 1500.00000 1500.00| 550.00000 550.00| 800.00000 800.00 PLAQUE, ALUMINUM | | | 0030 616-02305 55.000 m3 | 175.00000 9625.00| 140.00000 7700.00| 196.36000 10799.80 GABIONS | | | 0031 616-02320 364.000 m2 | 6.00000 2184.00| 2.00000 728.00| 3.59000 1306.76 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1609544 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |SCHUTT-LOOKABILL CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-05688 215.000 Mg | 69.00000 14835.00| 26.00000 5590.00| 49.50000 10642.50 RIPRAP, CLASS 1 | | | 0033 621-06567 2.000 kL | 1.00000 2.00| 7.00000 14.00| 0.60000 1.20 WATER | | | 0034 621-06574 101.000 m2 | 9.65000 974.65| 19.00000 1919.00| 24.50000 2474.50 SODDING | | | 0035 701-51195 412.300 m | 90.25000 37210.08| 76.64000 31598.67| 72.20000 29768.06 PILE, STEEL H, HP 310 X 79 | | | 0036 702-51005 130.600 m3 | 425.00000 55505.00| 328.07000 42845.94| 458.27000 59850.06 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-51030 8887.000 kg | 1.05000 9331.35| 1.06000 9420.22| 1.21000 10753.27 REINFORCING STEEL | | | 0038 703-51032 29087.000 kg | 1.30000 37813.10| 1.21000 35195.27| 1.47000 42757.89 REINFORCING STEEL, EPOXY COATED | | | 0039 703-97936 70.000 EACH| 14.00000 980.00| 14.81000 1036.70| 18.00000 1260.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0040 704-51002 251.800 m3 | 425.00000 107015.00| 439.63000 110698.83| 445.00000 112051.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-51020 12.000 m3 | 500.00000 6000.00| 380.00000 4560.00| 800.00000 9600.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 2500.00000 2500.00| 2282.00000 2282.00| 3200.00000 3200.00 SURFACE SEAL | | | 0043 720-44000 2.000 EACH| 400.00000 800.00| 350.00000 700.00| 200.00000 400.00 CASTING, ADJUST TO GRADE | | | 0044 801-04308 3.000 EACH| 400.00000 1200.00| 158.00000 474.00| 300.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 6.000 EACH| 135.00000 810.00| 96.00000 576.00| 300.00000 1800.00 BARRICADE, IIIA | | | 0046 801-06606 2.000 EACH| 175.00000 350.00| 107.00000 214.00| 250.00000 500.00 BARRICADE, IIIB | | | 0047 801-06625 1.000 EACH| 235.00000 235.00| 138.00000 138.00| 240.00000 240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 4.000 EACH| 165.00000 660.00| 79.00000 316.00| 100.00000 400.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 503,112.98| $ 510,702.57| $ 524,298.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,112.98| $ 510,702.57| $ 524,298.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1310611 |(6) 35-1381845 |ATLAS EXCAVATING, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 29500.00000 29500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 5000.00000 5000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 90.000 m | 14.00000 1260.00| 10.00000 900.00| 15.00000 1350.00 CURB, CONCRETE, REMOVE | | | 0006 202-51330 LUMP| 37500.00000 37500.00| 50000.00000 50000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-52710 140.000 m2 | 7.50000 1050.00| 10.00000 1400.00| 10.00000 1400.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 170.000 m2 | 10.20000 1734.00| 12.00000 2040.00| 12.00000 2040.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 140.000 m3 | 25.00000 3500.00| 25.00000 3500.00| 25.00000 3500.00 EXCAVATION, COMMON | | | 0010 205-02224 60.000 m | 8.00000 480.00| 5.00000 300.00| 11.00000 660.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51220 157.000 m3 | 85.00000 13345.00| 125.00000 19625.00| 380.00000 59660.00 EXCAVATION, WET | | | 0012 206-51230 180.000 m3 | 40.00000 7200.00| 30.00000 5400.00| 25.00000 4500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 213-52830 50.000 m3 | 95.00000 4750.00| 125.00000 6250.00| 150.00000 7500.00 FLOWABLE MORTAR | | | 0014 301-07448 61.000 Mg | 22.00000 1342.00| 25.00000 1525.00| 40.00000 2440.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 15.000 Mg | 250.00000 3750.00| 100.00000 1500.00| 102.00000 1530.00 HMA TYPE A, SURFACE | | | 0016 406-05521 170.000 m2 | 2.50000 425.00| 4.00000 680.00| 4.20000 714.00 ASPHALT FOR TACK COAT | | | 0017 601-07009 4.000 EACH| 14500.00000 58000.00| 14500.00000 58000.00| 14000.00000 56000.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0018 601-07009 1.000 EACH| 6200.00000 6200.00| 6500.00000 6500.00| 6440.00000 6440.00 IMPACT ATTENUATOR, LS, W1, TL-1 , SPARE | | | PARTS PACKAGE | | | 0019 601-96062 49.200 m | 142.00000 6986.40| 155.00000 7626.00| 157.00000 7724.40 HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1310611 |(6) 35-1381845 |ATLAS EXCAVATING, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 604-06069 12.000 m2 | 52.00000 624.00| 125.00000 1500.00| 75.00000 900.00 CURB RAMP, CONCRETE | | | 0021 604-06070 98.000 m2 | 36.00000 3528.00| 100.00000 9800.00| 40.00000 3920.00 SIDEWALK, CONCRETE | | | 0022 605-06090 25.800 m | 35.00000 903.00| 100.00000 2580.00| 30.00000 774.00 CURB, INTEGRAL, CONCRETE | | | 0023 605-06120 3.000 m | 53.00000 159.00| 300.00000 900.00| 150.00000 450.00 CURB, CONCRETE | | | 0024 605-06121 41.000 m | 35.00000 1435.00| 100.00000 4100.00| 60.00000 2460.00 CURB, CONCRETE, B | | | 0025 610-06257 138.000 m2 | 55.00000 7590.00| 75.00000 10350.00| 65.00000 8970.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 610-07486 5.000 Mg | 255.00000 1275.00| 105.00000 525.00| 114.00000 570.00 HMA FOR APPROACHES, TYPE A | | | 0027 611-05330 23.000 m2 | 55.00000 1265.00| 85.00000 1955.00| 45.00000 1035.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 615-06505 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 450.00000 900.00 MONUMENT, B | | | 0029 615-99189 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| 750.00000 750.00 PLAQUE, ALUMINUM | | | 0030 616-02305 55.000 m3 | 175.00000 9625.00| 150.00000 8250.00| 250.00000 13750.00 GABIONS | | | 0031 616-02320 364.000 m2 | 4.20000 1528.80| 3.50000 1274.00| 3.00000 1092.00 GEOTEXTILES | | | 0032 616-05688 215.000 Mg | 45.00000 9675.00| 40.00000 8600.00| 40.00000 8600.00 RIPRAP, CLASS 1 | | | 0033 621-06567 2.000 kL | 0.65000 1.30| 6.50000 13.00| 1.00000 2.00 WATER | | | 0034 621-06574 101.000 m2 | 23.00000 2323.00| 20.00000 2020.00| 23.00000 2323.00 SODDING | | | 0035 701-51195 412.300 m | 130.00000 53599.00| 100.00000 41230.00| 100.00000 41230.00 PILE, STEEL H, HP 310 X 79 | | | 0036 702-51005 130.600 m3 | 400.00000 52240.00| 500.00000 65300.00| 400.00000 52240.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-51030 8887.000 kg | 1.30000 11553.10| 1.25000 11108.75| 1.20000 10664.40 REINFORCING STEEL | | | 0038 703-51032 29087.000 kg | 1.35000 39267.45| 1.30000 37813.10| 1.35000 39267.45 REINFORCING STEEL, EPOXY COATED | | | 0039 703-97936 70.000 EACH| 17.00000 1190.00| 15.00000 1050.00| 15.00000 1050.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,500.00 ROUTE : NORTH CLAY STREET CALL ORDER : 580 CONTRACT ID : B -26545-A COUNTIES : CLINTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1310611 |(6) 35-1381845 |ATLAS EXCAVATING, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 704-51002 251.800 m3 | 430.00000 108274.00| 450.00000 113310.00| 520.00000 130936.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-51020 12.000 m3 | 550.00000 6600.00| 550.00000 6600.00| 500.00000 6000.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 4500.00000 4500.00| 3000.00000 3000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0043 720-44000 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 400.00000 800.00 CASTING, ADJUST TO GRADE | | | 0044 801-04308 3.000 EACH| 160.00000 480.00| 154.00000 462.00| 280.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 6.000 EACH| 80.00000 480.00| 95.00000 570.00| 170.00000 1020.00 BARRICADE, IIIA | | | 0046 801-06606 2.000 EACH| 85.00000 170.00| 105.00000 210.00| 260.00000 520.00 BARRICADE, IIIB | | | 0047 801-06625 1.000 EACH| 100.00000 100.00| 132.00000 132.00| 240.00000 240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 4.000 EACH| 140.00000 560.00| 77.00000 308.00| 140.00000 560.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 529,368.05| $ 545,006.85| $ 591,822.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,368.05| $ 545,006.85| $ 591,822.25 ====================================================================================================================================