INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,571.86 ROUTE : SR 63 CALL ORDER : 550 CONTRACT ID : B -26256-B COUNTIES : VIGO LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3384005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 947,825.69 100.0000% 2 35-1801998 CLR, INC. $ 955,003.02 100.7572% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 1,189,350.45 125.4819% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 |(3) 35-1111003 |RAGLE, INC. |CLR, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10500.00000 10500.00| 12000.00000 12000.00| 21048.00000 21048.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1400.00000 16800.00| 1765.00000 21180.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 47500.00000 47500.00| 58316.00000 58316.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 9500.00000 9500.00| 26200.00000 26200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 379.000 m2 | 10.00000 3790.00| 27.00000 10233.00| 11.60000 4396.40 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 20200.00000 20200.00| 16000.00000 16000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02070 3695.000 m3 | 16.50000 60967.50| 10.50000 38797.50| 12.00000 44340.00 BORROW | | | 0008 203-51223 78.000 m3 | 12.00000 936.00| 28.00000 2184.00| 22.00000 1716.00 EXCAVATION, WATERWAY | | | 0009 205-06931 94.000 Mg | 20.00000 1880.00| 20.00000 1880.00| 36.00000 3384.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 53.000 Mg | 20.00000 1060.00| 31.00000 1643.00| 66.00000 3498.00 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 800.000 m | 3.50000 2800.00| 5.80000 4640.00| 6.00000 4800.00 TEMPORARY SILT FENCE | | | 0012 206-51230 4.000 m3 | 50.00000 200.00| 294.75000 1179.00| 65.00000 260.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 206-93520 202.000 m2 | 180.00000 36360.00| 284.00000 57368.00| 120.00000 24240.00 TEMPORARY SHEET PILING | | | 0014 207-07500 1100.000 m2 | 4.50000 4950.00| 7.25000 7975.00| 25.00000 27500.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,571.86 ROUTE : SR 63 CALL ORDER : 550 CONTRACT ID : B -26256-B COUNTIES : VIGO LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 |(3) 35-1111003 |RAGLE, INC. |CLR, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07503 1820.000 m2 | 2.00000 3640.00| 4.00000 7280.00| 9.00000 16380.00 SUBGRADE TREATMENT, TYPE E | | | 0016 211-07454 2.600 m3 | 30.00000 78.00| 62.00000 161.20| 115.00000 299.00 STRUCTURE BACKFILL | | | 0017 213-08058 5.200 m3 | 120.00000 624.00| 375.00000 1950.00| 360.00000 1872.00 FLOWABLE BACKFILL | | | 0018 301-07448 3275.000 Mg | 15.00000 49125.00| 13.50000 44212.50| 22.00000 72050.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08034 532.000 m2 | 8.00000 4256.00| 3.25000 1729.00| 8.50000 4522.00 MILLING, ASPHALT, 38 mm | | | 0020 402-07432 770.000 Mg | 50.33000 38754.10| 49.00000 37730.00| 33.00000 25410.00 HMA SURFACE, TYPE A | | | 0021 402-07433 545.000 Mg | 57.18000 31163.10| 63.50000 34607.50| 75.00000 40875.00 HMA SURFACE, TYPE B | | | 0022 402-07435 1073.000 Mg | 46.34000 49722.82| 51.00000 54723.00| 57.00000 61161.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07438 417.000 Mg | 54.03000 22530.51| 78.00000 32526.00| 67.00000 27939.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 1335.000 Mg | 51.47000 68712.45| 51.00000 68085.00| 67.00000 89445.00 HMA BASE, TYPE B | | | 0025 404-05511 1420.000 m2 | 3.61000 5126.20| 4.50000 6390.00| 2.50000 3550.00 SEAL COAT, 2 | | | 0026 405-05518 3200.000 m2 | 1.09000 3488.00| 0.19000 608.00| 1.00000 3200.00 ASPHALT FOR PRIME COAT | | | 0027 406-05521 10550.000 m2 | 0.14000 1477.00| 0.12000 1266.00| 0.11000 1160.50 ASPHALT FOR TACK COAT | | | 0028 601-01128 4.000 EACH| 975.00000 3900.00| 1080.00000 4320.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-01740 1.000 EACH| 1775.00000 1775.00| 1970.00000 1970.00| 2300.00000 2300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-02206 60.960 m | 48.00000 2926.08| 53.00000 3230.88| 197.00000 12009.12 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0031 601-94689 3.000 EACH| 2075.00000 6225.00| 2300.00000 6900.00| 3185.00000 9555.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 2000.00000 8000.00| 2220.00000 8880.00| 2114.00000 8456.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 123.825 m | 42.25000 5231.61| 46.70000 5782.63| 175.00000 21669.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 6.000 EACH| 6.00000 36.00| 48.00000 288.00| 22.00000 132.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,571.86 ROUTE : SR 63 CALL ORDER : 550 CONTRACT ID : B -26256-B COUNTIES : VIGO LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 |(3) 35-1111003 |RAGLE, INC. |CLR, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 606-07484 776.000 m | 3.00000 2328.00| 3.00000 2328.00| 5.00000 3880.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0036 609-06259 149.880 m2 | 65.00000 9742.20| 110.00000 16486.80| 85.00000 12739.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07486 220.000 Mg | 89.53000 19696.60| 125.00000 27500.00| 110.00000 24200.00 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 2.000 EACH| 165.00000 330.00| 183.00000 366.00| 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 21.000 EACH| 110.00000 2310.00| 100.00000 2100.00| 150.00000 3150.00 RIGHT OF WAY MARKER | | | 0040 615-06505 8.000 EACH| 495.00000 3960.00| 290.00000 2320.00| 600.00000 4800.00 MONUMENT, B | | | 0041 616-02320 1614.000 m2 | 2.00000 3228.00| 2.35000 3792.90| 2.25000 3631.50 GEOTEXTILES | | | 0042 616-06405 570.000 Mg | 18.00000 10260.00| 22.35000 12739.50| 27.00000 15390.00 RIPRAP, REVETMENT | | | 0043 616-06451 534.000 Mg | 18.00000 9612.00| 23.65000 12629.10| 28.00000 14952.00 RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH| 600.00000 1200.00| 665.00000 1330.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.650 Mg | 370.00000 240.50| 535.00000 347.75| 515.00000 334.75 FERTILIZER | | | 0046 621-06548 6.000 kg | 72.01000 432.06| 78.25000 469.50| 90.00000 540.00 SEED MIXTURE, CV | | | 0047 621-06553 95.000 kg | 7.10000 674.50| 10.25000 973.75| 9.00000 855.00 SEED MIXTURE, R | | | 0048 621-06557 36.000 kg | 9.85000 354.60| 14.00000 504.00| 12.00000 432.00 SEED MIXTURE, T | | | 0049 621-06565 3.300 Mg | 440.00000 1452.00| 635.00000 2095.50| 555.00000 1831.50 MULCHING MATERIAL | | | 0050 621-06574 51.900 m2 | 51.00000 2646.90| 73.00000 3788.70| 65.00000 3373.50 SODDING | | | 0051 621-52448 15.000 EACH| 28.00000 420.00| 31.00000 465.00| 25.00000 375.00 SIGN, DO NOT SPRAY | | | 0052 622-52436 3.000 EACH| 28.00000 84.00| 31.00000 93.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 100.000 EACH| 8.00000 800.00| 8.80000 880.00| 10.00000 1000.00 SEEDLING | | | 0054 701-51190 384.600 m | 70.00000 26922.00| 75.00000 28845.00| 107.00000 41152.20 PILE, STEEL H, HP 250 X 62 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 550 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,571.86 ROUTE : SR 63 CALL ORDER : 550 CONTRACT ID : B -26256-B COUNTIES : VIGO LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 |(3) 35-1111003 |RAGLE, INC. |CLR, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 701-91792 24.000 EACH| 250.00000 6000.00| 78.00000 1872.00| 100.00000 2400.00 PILE TIP, STEEL H | | | 0056 701-97805 50.400 m | 350.00000 17640.00| 460.00000 23184.00| 350.00000 17640.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0057 703-06029 13356.000 kg | 1.50000 20034.00| 1.95000 26044.20| 1.00000 13356.00 REINFORCING BARS, EPOXY COATED | | | 0058 703-51030 6912.000 kg | 1.30000 8985.60| 1.65000 11404.80| 1.65000 11404.80 REINFORCING STEEL | | | 0059 704-51002 122.500 m3 | 600.00000 73500.00| 698.50000 85566.25| 750.00000 91875.00 CONCRETE, C, SUPERSTRUCTURE | | | 0060 706-05733 4.000 EACH| 950.00000 3800.00| 990.00000 3960.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0061 706-51020 10.300 m3 | 400.00000 4120.00| 750.00000 7725.00| 550.00000 5665.00 CONCRETE, C, RAILING | | | 0062 709-51821 LUMP| 2000.00000 2000.00| 1700.00000 1700.00| 1750.00000 1750.00 SURFACE SEAL | | | 0063 713-51335 LUMP| 177500.00000 177500.00| 103400.00000 103400.00| 205750.00000 205750.00 TEMPORARY BRIDGE AND APPROACHES | | | 0064 715-05169 16.000 m | 65.00000 1040.00| 77.00000 1232.00| 152.00000 2432.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0065 715-46005 1.000 EACH| 600.00000 600.00| 370.00000 370.00| 710.00000 710.00 PIPE END SECTION, 375 mm | | | 0066 801-04308 2.000 EACH| 450.00000 900.00| 570.00000 1140.00| 565.00000 1130.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06203 2288.000 m | 0.68000 1555.84| 0.72000 1647.36| 1.00000 2288.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06207 1968.000 m | 2.95000 5805.60| 2.70000 5313.60| 3.75000 7380.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0069 801-06640 18.000 EACH| 167.00000 3006.00| 175.00000 3150.00| 210.00000 3780.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH| 82.00000 492.00| 50.00000 300.00| 105.00000 630.00 CONSTRUCTION SIGN, B | | | 0071 801-06649 62.000 EACH| 4.00000 248.00| 6.00000 372.00| 5.00000 310.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0072 801-07118 24.000 m | 42.00000 1008.00| 75.00000 1800.00| 56.00000 1344.00 BARRICADE, III-A | | | 0073 808-06712 166.000 m | 0.68000 112.88| 1.75000 290.50| 1.00000 166.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 1328.000 m | 0.68000 903.04| 1.00000 1328.00| 1.00000 1328.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 550 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 981,571.86 ROUTE : SR 63 CALL ORDER : 550 CONTRACT ID : B -26256-B COUNTIES : VIGO LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1801998 |(3) 35-1111003 |RAGLE, INC. |CLR, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06714 650.000 m | 0.68000 442.00| 1.20000 780.00| 1.00000 650.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-06716 268.000 m | 2.75000 737.00| 1.20000 321.60| 3.50000 938.00 LINE, REMOVE | | | 0077 808-75996 28.000 EACH| 5.00000 140.00| 4.00000 112.00| 16.00000 448.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 56.000 EACH| 38.00000 2128.00| 28.50000 1596.00| 50.00000 2800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 947,825.69| $ 955,003.02| $ 1,189,350.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,825.69| $ 955,003.02| $ 1,189,350.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 14 CALL ORDER : 560 CONTRACT ID : B -27172-B COUNTIES : JASPER LETTING DATE : 06/15/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/23/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4237011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 464,401.80 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 828,492.94 ROUTE : I-65 CALL ORDER : 570 CONTRACT ID : B -27613-B COUNTIES : MARION LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/18/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 06530CD 06530CD 06530CD OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 832,579.40 100.0000% ==================================================================================================================================== |(1) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | 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| 500.00000 500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1745.23000 10471.38| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 41628.97000 41628.97| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 5911.32000 5911.32| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0005 202-51328 LUMP| 15097.44000 15097.44| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0006 202-51328 LUMP| 12145.55000 12145.55| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0007 202-51328 LUMP| 10288.79000 10288.79| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0008 210-07006 LUMP| 24973.90000 24973.90| | RESET LIGHTING | | | 0009 601-07024 2.000 EACH| 13062.17000 26124.34| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0010 602-06646 1050.000 LFT | 23.47000 24643.50| | TEMPORARY CONCRETE BARRIER | | | 0011 619-95315 LUMP| 2374.94000 2374.94| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 828,492.94 ROUTE : I-65 CALL ORDER : 570 CONTRACT ID : B -27613-B COUNTIES : MARION LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 619-95315 LUMP| 4156.15000 4156.15| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 2 | | | 0013 619-95315 LUMP| 4749.88000 4749.88| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 3 | | | 0014 619-95315 LUMP| 3562.41000 3562.41| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 4 | | | 0015 702-51090 1814.000 LBS | 13.06000 23690.84| | BRONZE PLATES | | | 0016 702-51863 100.000 EACH| 13.08000 1308.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0017 702-51875 365.000 SFT | 64.86000 23673.90| | CONCRETE, A, MODIFIED , HIGH EARLY | | | STRENGTH | | | 0018 703-01540 112.000 EACH| 13.34000 1494.08| | THREADED TIE BAR ASSEMBLY | | | 0019 703-51030 8546.000 LBS | 1.24000 10597.04| | REINFORCING STEEL | | | 0020 711-51035 1906.000 LBS | 4.17000 7948.02| | STRUCTURAL STEEL | | | 0021 713-51820 LUMP| 22301.30000 22301.30| | TEMPORARY SUPPORT , STR. NO. 1 | | | 0022 713-51820 LUMP| 28857.14000 28857.14| | TEMPORARY SUPPORT , STR. NO. 2 | | | 0023 713-51820 LUMP| 33453.35000 33453.35| | TEMPORARY SUPPORT , STR. NO. 3 | | | 0024 713-51820 LUMP| 25366.38000 25366.38| | TEMPORARY SUPPORT , STR. NO. 4 | | | 0025 722-51401 1712.000 SFT | 132.87000 227473.44| | BRIDGE DECK PATCHING, FULL DEPTH , HIGH | | | EARLY STRENGTH | | | 0026 722-51852 570.000 SFT | 47.28000 26949.60| | BRIDGE DECK PATCHING, PARTIAL DEPTH , | | | HIGH EARLY STRENGTH | | | 0027 801-03290 7.000 EACH| 1721.83000 12052.81| | CONSTRUCTION SIGN, C | | | 0028 801-04308 2.000 EACH| 207.81000 415.62| | ROAD CLOSURE SIGN ASSEMBLY | | | 0029 801-06208 76870.000 LFT | 0.90000 69183.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 828,492.94 ROUTE : I-65 CALL ORDER : 570 CONTRACT ID : B -27613-B COUNTIES : MARION LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 801-06625 52.000 EACH| 175.75000 9139.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0031 801-06640 74.000 EACH| 100.94000 7469.56| | CONSTRUCTION SIGN, A | | | 0032 801-06645 12.000 EACH| 95.00000 1140.00| | CONSTRUCTION SIGN, B | | | 0033 801-06710 32.000 DAY | 35.62000 1139.84| | FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 85425.31000 85425.31| | MAINTAINING TRAFFIC | | | 0035 801-07118 48.000 LFT | 10.69000 513.12| | BARRICADE, III-A | | | 0036 801-09133 4.000 EACH| 4749.88000 18999.52| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0037 808-06695 3526.000 LFT | 0.51000 1798.26| | LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0038 808-06716 7656.000 LFT | 0.45000 3445.20| | LINE, REMOVE | | | 0039 808-75001 2570.000 LFT | 0.51000 1310.70| | LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0040 808-75046 1580.000 LFT | 0.51000 805.80| | LINE, PAINT, SOLID, YELLOW, 5 IN. | | | SECTION TOTALS | $ 832,579.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,579.40| | ====================================================================================================================================