INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 67 CALL ORDER : 501 CONTRACT ID : B -24124-A COUNTIES : DELAWARE LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVIC CONDITIONAL BID $ 2,368,722.66 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,639,036.12 111.4117% 3 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL BID $ 2,808,375.00 115.6077% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,496.10 ROUTE : US 20 CALL ORDER : 511 CONTRACT ID : B -25163-B COUNTIES : STEUBEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/03/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2280025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 316,489.65 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 339,576.26 107.2945% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 | |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 3360.00000 3360.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 16800.00000 16800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 18.00000 1638.00| 23.60000 2147.60| PAVEMENT, REMOVE | | | 0005 202-02241 168.000 m | 14.50000 2436.00| 15.50000 2604.00| GUARDRAIL, REMOVE | | | 0006 202-02250 1.000 EACH| 500.00000 500.00| 420.00000 420.00| TREE, 250 mm, REMOVE | | | 0007 202-02255 1.000 EACH| 800.00000 800.00| 490.00000 490.00| TREE, 460 mm, REMOVE | | | 0008 202-02265 1.000 EACH| 1200.00000 1200.00| 1170.00000 1170.00| TREE, 1220 mm, REMOVE | | | 0009 202-51328 LUMP| 72000.00000 72000.00| 69300.00000 69300.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 647.000 m2 | 8.00000 5176.00| 4.00000 2588.00| SURFACE MILLING, ASPHALT | | | 0011 213-52830 18.800 m3 | 100.00000 1880.00| 276.00000 5188.80| FLOWABLE MORTAR | | | 0012 303-52308 158.000 Mg | 24.00000 3792.00| 20.00000 3160.00| COMPACTED AGGREGATE, O, 53 | | | 0013 405-05518 281.000 m2 | 1.00000 281.00| 1.00000 281.00| ASPHALT FOR PRIME COAT | | | 0014 406-05521 647.000 m2 | 0.25000 161.75| 0.25000 161.75| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,496.10 ROUTE : US 20 CALL ORDER : 511 CONTRACT ID : B -25163-B COUNTIES : STEUBEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 | |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01846 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-94689 3.000 EACH| 2050.00000 6150.00| 2150.00000 6450.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 142.875 m | 30.48000 4354.83| 32.00000 4572.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 195.000 m | 85.00000 16575.00| 72.80000 14196.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06729 6.000 EACH| 10.00000 60.00| 13.60000 81.60| BARRIER DELINEATOR | | | 0021 610-05527 362.000 Mg | 64.00000 23168.00| 52.00000 18824.00| HMA FOR APPROACHES | | | 0022 610-06257 161.200 m2 | 82.00000 13218.40| 67.60000 10897.12| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 64.000 m2 | 3.00000 192.00| 4.20000 268.80| GEOTEXTILES | | | 0024 616-06405 26.000 Mg | 34.00000 884.00| 46.60000 1211.60| RIPRAP, REVETMENT | | | 0025 702-51005 3.400 m3 | 1200.00000 4080.00| 804.00000 2733.60| CONCRETE, A, SUBSTRUCTURE | | | 0027 703-51030 1986.000 kg | 1.15000 2283.90| 1.50000 2979.00| REINFORCING STEEL | | | 0028 703-51032 11036.000 kg | 1.25000 13795.00| 1.70000 18761.20| REINFORCING STEEL, EPOXY COATED | | | 0029 704-05892 91.100 m3 | 600.00000 54660.00| 970.00000 88367.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1800.00000 7200.00| 1560.00000 6240.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 22.900 m | 150.00000 3435.00| 269.00000 6160.10| CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 3000.00000 3000.00| 2592.32000 2592.32| SURFACE SEAL | | | 0033 801-01851 LUMP| 16500.00000 16500.00| 14900.00000 14900.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0034 801-06203 390.000 m | 0.70000 273.00| 0.70000 273.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 2190.000 m | 3.37000 7380.30| 3.37000 7380.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 316,496.10 ROUTE : US 20 CALL ORDER : 511 CONTRACT ID : B -25163-B COUNTIES : STEUBEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1817530 | |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06218 7.200 m | 25.20000 181.44| 25.20000 181.44| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0037 801-06640 24.000 EACH| 76.00000 1824.00| 76.00000 1824.00| CONSTRUCTION SIGN, A | | | 0038 801-06645 1.000 EACH| 50.00000 50.00| 50.00000 50.00| CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 5000.00000 5000.00| 8400.00000 8400.00| MAINTAINING TRAFFIC | | | 0040 808-06712 64.000 m | 1.57000 100.48| 1.57000 100.48| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0041 808-06713 310.000 m | 1.57000 486.70| 1.57000 486.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06716 645.000 m | 0.73000 470.85| 0.73000 470.85| LINE, REMOVE | | | 0043 703-97936 114.000 EACH| 18.00000 2052.00| 11.00000 1254.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | SECTION TOTALS | $ 316,489.65| $ 339,576.26| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,489.65| $ 339,576.26| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 515 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,843.79 ROUTE : SR 4 CALL ORDER : 515 CONTRACT ID : B -25655-B COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4071002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 292,017.03 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 301,147.54 103.1267% ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1690004 | |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1300.00000 7800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 5805.00000 5805.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 15735.00000 15735.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5900.00000 5900.00| 11854.24000 11854.24| CLEARING RIGHT OF WAY | | | 0005 202-02241 110.000 m | 26.00000 2860.00| 26.30000 2893.00| GUARDRAIL, REMOVE | | | 0006 202-51133 50.000 m | 28.50000 1425.00| 34.00000 1700.00| RAILING, REMOVE | | | 0007 202-51328 LUMP| 57800.00000 57800.00| 47192.63000 47192.63| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 385.000 m2 | 6.50000 2502.50| 11.60000 4466.00| SURFACE MILLING, ASPHALT | | | 0009 202-60822 235.600 m2 | 6.50000 1531.40| 19.30000 4547.08| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 155.000 m3 | 40.00000 6200.00| 19.60000 3038.00| EXCAVATION, COMMON | | | 0011 205-02224 350.000 m | 4.92000 1722.00| 3.95000 1382.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 303-52308 52.000 Mg | 23.20000 1206.40| 38.55000 2004.60| COMPACTED AGGREGATE, O, 53 | | | 0013 303-52309 20.000 Mg | 15.00000 300.00| 134.50000 2690.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 402-05477 35.000 Mg | 95.00000 3325.00| 64.25000 2248.75| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 515 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,843.79 ROUTE : SR 4 CALL ORDER : 515 CONTRACT ID : B -25655-B COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1690004 | |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05481 120.000 Mg | 50.00000 6000.00| 64.25000 7710.00| HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05487 85.000 Mg | 50.00000 4250.00| 64.25000 5461.25| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0017 402-05490 40.000 Mg | 95.00000 3800.00| 64.25000 2570.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0018 406-05521 1375.000 m2 | 0.04000 55.00| 0.25000 343.75| ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01846 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-04746 2.000 EACH| 4400.00000 8800.00| 4400.00000 8800.00| ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 3.000 EACH| 2100.00000 6300.00| 2100.00000 6300.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 700.00000 700.00| 700.00000 700.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 194.310 m | 28.00000 5440.68| 28.00000 5440.68| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 145.000 m | 85.00000 12325.00| 63.80000 9251.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 6.000 EACH| 6.00000 36.00| 5.00000 30.00| BARRIER DELINEATOR | | | 0027 610-06257 137.600 m2 | 70.00000 9632.00| 95.10000 13085.76| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 611-06497 1.000 EACH| 130.00000 130.00| 130.00000 130.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 619-04414 4.000 EACH| 150.00000 600.00| 75.00000 300.00| DRAIN EXTENSION | | | 0030 619-93790 LUMP| 10000.00000 10000.00| 12955.00000 12955.00| CLEAN AND EPOXY COAT EXISTING PILES | | | 0031 621-01004 1.000 EACH| 375.00000 375.00| 375.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 230.000 m2 | 1.85000 425.50| 1.85000 425.50| MULCHED SEEDING, R | | | 0033 702-51110 348.400 kg | 5.00000 1742.00| 4.70000 1637.48| GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 515 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,843.79 ROUTE : SR 4 CALL ORDER : 515 CONTRACT ID : B -25655-B COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1690004 | |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51863 64.000 EACH| 10.00000 640.00| 8.50000 544.00| FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-01540 22.000 EACH| 20.00000 440.00| 10.60000 233.20| THREADED TIE BAR ASSEMBLY | | | 0036 703-51030 1692.000 kg | 1.20000 2030.40| 1.04000 1759.68| REINFORCING STEEL | | | 0037 703-51032 6164.000 kg | 1.40000 8629.60| 1.17000 7211.88| REINFORCING STEEL, EPOXY COATED | | | 0038 704-51002 18.800 m3 | 1000.00000 18800.00| 1290.00000 24252.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1500.00000 6000.00| 1340.00000 5360.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51025 49.000 m | 150.00000 7350.00| 142.20000 6967.80| CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 4100.00000 4100.00| 3482.39000 3482.39| SURFACE SEAL | | | 0042 722-51401 5.000 m2 | 140.00000 700.00| 210.00000 1050.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 254.400 m2 | 100.00000 25440.00| 97.65000 24842.16| BRIDGE DECK OVERLAY | | | 0044 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 13.000 m2 | 60.00000 780.00| 174.80000 2272.40| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 801-01851 LUMP| 17800.00000 17800.00| 18898.26000 18898.26| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 1775.000 m | 2.62000 4650.50| 2.62000 4650.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06218 7.000 m | 15.75000 110.25| 15.75000 110.25| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0049 801-06606 4.000 EACH| 65.00000 260.00| 65.00000 260.00| BARRICADE, IIIB | | | 0050 801-06640 22.000 EACH| 60.00000 1320.00| 60.00000 1320.00| CONSTRUCTION SIGN, A | | | 0051 801-06645 6.000 EACH| 30.00000 180.00| 30.00000 180.00| CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 5000.00000 5000.00| 760.00000 760.00| MAINTAINING TRAFFIC | | | 0053 808-06713 275.000 m | 0.60000 165.00| 0.60000 165.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 515 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,843.79 ROUTE : SR 4 CALL ORDER : 515 CONTRACT ID : B -25655-B COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817530 |(2) 35-1690004 | |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06714 465.000 m | 0.60000 279.00| 0.60000 279.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 420.000 m | 1.64000 688.80| 1.64000 688.80| LINE, REMOVE | | | 0056 808-75996 5.000 EACH| 23.00000 115.00| 6.60000 33.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 5.000 EACH| 53.00000 265.00| 53.00000 265.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 292,017.03| $ 301,147.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 292,017.03| $ 301,147.54| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B113003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 3,121,965.66 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,247,762.43 104.0294% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 3,735,689.07 119.6582% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,874,000.00 124.0884% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 24.000 MOS | 1450.00000 34800.00| 2000.00000 48000.00| 1272.66510 30543.96 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26250.00000 26250.00| 25000.00000 25000.00| 23971.65000 23971.65 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 162000.00000 162000.00| 186784.45000 186784.45 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 17637.29000 17637.29 CLEARING RIGHT OF WAY | | | 0005 202-02271 2.000 EACH| 500.00000 1000.00| 324.86000 649.72| 313.08800 626.18 HEADWALL, REMOVE | | | 0006 202-02278 25.000 m | 10.00000 250.00| 47.52000 1188.00| 11.64140 291.04 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 457042.00000 457042.00| 231753.68000 231753.68| 594323.42000 594323.42 PRESENT STRUCTURE, REMOVE | | | 0008 202-91351 52.000 m | 60.00000 3120.00| 55.55000 2888.60| 58.20770 3026.80 TRACK, REMOVE | | | 0009 202-91385 2.000 EACH| 400.00000 800.00| 433.72000 867.44| 407.01440 814.03 INLET, REMOVE | | | 0010 202-94163 330.000 m | 35.00000 11550.00| 31.64000 10441.20| 34.23980 11299.13 TEMPORARY TRACK, REMOVE | | | 0011 202-96022 1.000 EACH| 400.00000 400.00| 2400.04000 2400.04| 9225.30530 9225.31 CONCRETE FOUNDATION, REMOVE | | | 0012 203-02000 3490.000 m3 | 12.00000 41880.00| 28.36000 98976.40| 21.63550 75507.90 EXCAVATION, COMMON | | | 0013 203-02070 16325.000 m3 | 14.00000 228550.00| 30.00000 489750.00| 29.82550 486901.29 BORROW | | | 0014 205-02224 265.000 m | 5.75000 1523.75| 5.45000 1444.25| 5.47830 1451.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02236 2.000 EACH| 67.00000 134.00| 63.16000 126.32| 62.61760 125.24 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 14.000 EACH| 35.00000 490.00| 31.58000 442.12| 31.30880 438.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06931 11.800 Mg | 25.50000 300.90| 99.20000 1170.56| 24.04330 283.71 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 206-51230 2216.000 m3 | 6.50000 14404.00| 7.84000 17373.44| 55.06230 122018.06 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 206-93520 352.000 m2 | 240.00000 84480.00| 80.00000 28160.00| 431.20390 151783.77 TEMPORARY SHEET PILING | | | 0020 211-02050 344.000 m3 | 35.00000 12040.00| 18.61000 6401.84| 28.87000 9931.28 B BORROW | | | 0021 211-02060 1938.000 m3 | 35.00000 67830.00| 27.82000 53915.16| 29.75730 57669.65 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 496.000 Mg | 20.00000 9920.00| 17.84000 8848.64| 18.40620 9129.48 COMPACTED AGGREGATE, O, 53 | | | 0023 303-90466 1667.000 Mg | 17.00000 28339.00| 24.93000 41558.31| 18.98140 31641.99 SUBBALLAST | | | 0024 303-92491 1996.000 Mg | 50.00000 99800.00| 45.00000 89820.00| 47.16600 94143.34 BALLAST | | | 0025 401-93812 90.800 m2 | 120.00000 10896.00| 106.19000 9642.05| 129.97780 11801.98 ASPHALTIC PANEL | | | 0026 401-93813 20.000 Mg | 110.00000 2200.00| 247.90000 4958.00| 102.38470 2047.69 ASPHALT SAND | | | 0027 402-05468 2792.000 Mg | 40.00000 111680.00| 35.50000 99116.00| 36.81250 102780.50 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1486.000 Mg | 43.00000 63898.00| 37.50000 55725.00| 41.41410 61541.35 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 558.000 Mg | 50.00000 27900.00| 52.00000 29016.00| 47.16600 26318.63 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 405-05517 2.135 Mg | 225.00000 480.38| 400.00000 854.00| 209.37190 447.01 ASPHALT FOR PRIME COAT | | | 0031 406-05520 4.880 Mg | 200.00000 976.00| 250.00000 1220.00| 188.66470 920.68 ASPHALT FOR TACK COAT | | | 0032 602-06639 58.000 m | 83.00000 4814.00| 83.32000 4832.56| 55.07360 3194.27 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 110.000 m | 80.00000 8800.00| 81.41000 8955.10| 55.07360 6058.10 TEMPORARY CONCRETE BARRIER | | | 0034 605-06150 466.000 m | 60.00000 27960.00| 41.89000 19520.74| 62.38670 29072.20 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-05527 101.000 Mg | 83.00000 8383.00| 85.00000 8585.00| 78.22650 7900.88 HMA FOR APPROACHES | | | 0036 611-05330 465.700 m2 | 51.00000 23750.70| 41.65000 19396.41| 45.65300 21260.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 7.000 EACH| 205.00000 1435.00| 110.52000 773.64| 109.58080 767.07 MAILBOX ASSEMBLY, SINGLE | | | 0038 614-92148 52.000 m | 170.00000 8840.00| 157.52000 8191.04| 157.50260 8190.14 RAILROAD TRACK | | | 0039 614-92148 330.000 m | 250.00000 82500.00| 236.18000 77939.40| 236.25390 77963.79 RAILROAD TRACK , TEMPORARY | | | 0040 615-06490 20.000 EACH| 135.00000 2700.00| 107.37000 2147.40| 106.44990 2129.00 RIGHT OF WAY MARKER | | | 0041 615-06505 6.000 EACH| 520.00000 3120.00| 584.19000 3505.14| 579.21280 3475.28 MONUMENT, B | | | 0042 616-02320 160.000 m2 | 3.00000 480.00| 4.73000 756.80| 3.93170 629.07 GEOTEXTILES | | | 0043 616-05689 220.000 Mg | 30.00000 6600.00| 45.30000 9966.00| 25.82620 5681.76 RIPRAP, CLASS 2 | | | 0044 621-01004 4.000 EACH| 225.00000 900.00| 210.52000 842.08| 208.72530 834.90 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.400 Mg | 950.00000 1330.00| 871.55000 1220.17| 868.55540 1215.98 FERTILIZER | | | 0046 621-06548 6.100 kg | 55.00000 335.50| 52.10000 317.81| 52.91840 322.80 SEED MIXTURE, CV | | | 0047 621-06554 194.200 kg | 12.00000 2330.40| 10.55000 2048.81| 10.46860 2033.00 SEED MIXTURE, U | | | 0048 621-06557 120.100 kg | 15.00000 1801.50| 13.47000 1617.75| 13.45970 1616.51 SEED MIXTURE, T | | | 0049 621-06565 11.300 Mg | 700.00000 7910.00| 665.24000 7517.21| 684.48120 7734.64 MULCHING MATERIAL | | | 0050 621-06567 28.300 kL | 0.75000 21.23| 0.58000 16.41| 1.37850 39.01 WATER | | | 0051 621-06574 136.800 m2 | 5.00000 684.00| 3.45000 471.96| 3.49490 478.10 SODDING | | | 0052 621-06575 1572.400 m2 | 5.00000 7862.00| 3.45000 5424.78| 3.49490 5495.38 SODDING, NURSERY | | | 0053 701-02945 22.000 m | 335.00000 7370.00| 410.00000 9020.00| 257.94690 5674.83 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 701-51195 1541.400 m | 60.00000 92484.00| 66.00000 101732.40| 81.19920 125160.45 PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 157.000 EACH| 100.00000 15700.00| 102.67000 16119.19| 94.55580 14845.26 PILE TIP, STEEL H | | | 0056 701-95780 260.000 m | 110.00000 28600.00| 100.00000 26000.00| 95.56210 24846.15 PILE, STEEL H, HP 310 X 110 | | | 0057 701-95782 192.000 m | 90.00000 17280.00| 120.00000 23040.00| 105.19230 20196.92 PILE, STEEL H, HP 310 X 125 | | | 0058 702-92857 635.300 m3 | 400.00000 254120.00| 486.48000 309060.74| 405.27230 257469.49 CONCRETE, C, SUBSTRUCTURE | | | 0059 703-51030 13583.000 kg | 1.00000 13583.00| 1.06000 14397.98| 1.20980 16432.71 REINFORCING STEEL | | | 0060 703-51032 20168.000 kg | 1.20000 24201.60| 1.21000 24403.28| 1.38150 27862.09 REINFORCING STEEL, EPOXY COATED | | | 0061 704-03131 66.000 m | 48.00000 3168.00| 67.39000 4447.74| 47.93570 3163.76 DECK DRAIN, HALF ROUND, 200 mm | | | 0062 709-01733 209.000 m2 | 85.00000 17765.00| 90.86000 18989.74| 79.88270 16695.48 NEOPRENE WATERPROFFING, MARBRILASTIC | | | 0063 711-51035 142659.000 kg | 3.60000 513572.40| 3.63000 517852.17| 3.49040 497936.97 STRUCTURAL STEEL | | | 0064 711-93300 97.000 EACH| 47.00000 4559.00| 44.06000 4273.82| 43.83230 4251.73 TIE, RAILROAD | | | 0065 713-04858 LUMP| 265000.00000 265000.00| 240000.00000 240000.00| 264789.74000 264789.74 TEMPORARY BRIDGE | | | 0066 715-05147 22.000 m | 77.00000 1694.00| 373.54000 8217.88| 70.70510 1555.51 PIPE, TYPE 2, CIRCULAR, 200 mm | | | F.B.C.C.S. | | | 0067 715-05147 69.000 m | 54.00000 3726.00| 36.43000 2513.67| 107.17030 7394.75 PIPE, TYPE 2, CIRCULAR, 200 mm | | | PERFORATED, F.B.C.C.S. | | | 0068 715-05149 254.800 m | 90.00000 22932.00| 93.76000 23890.05| 75.84090 19324.26 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0069 715-05151 100.500 m | 120.00000 12060.00| 91.39000 9184.70| 84.40090 8482.29 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-46005 1.000 EACH| 250.00000 250.00| 805.86000 805.86| 221.24880 221.25 PIPE END SECTION, 375 mm | | | 0071 720-45235 1.000 EACH| 1835.00000 1835.00| 1465.69000 1465.69| 1852.43390 1852.43 CATCH BASIN, E7 | | | 0072 720-45410 7.000 EACH| 2865.00000 20055.00| 1789.59000 12527.13| 1721.98400 12053.89 MANHOLE, C4 | | | 0073 720-93472 1.000 EACH| 1835.00000 1835.00| 960.29000 960.29| 1408.89570 1408.90 CATCH BASIN, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-98174 2.000 EACH| 1835.00000 3670.00| 1550.38000 3100.76| 1857.65540 3715.31 INLET, B15 | | | 0075 720-99416 12.000 EACH| 1835.00000 22020.00| 1516.54000 18198.48| 2280.32420 27363.89 CATCH BASIN, B15 | | | 0076 801-04308 5.000 EACH| 500.00000 2500.00| 100.00000 500.00| 469.63200 2348.16 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 1240.000 m | 0.40000 496.00| 1.42000 1760.80| 0.41080 509.39 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 1000.000 m | 3.25000 3250.00| 3.16000 3160.00| 3.08170 3081.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06605 2.000 EACH| 170.00000 340.00| 78.95000 157.90| 156.54400 313.09 BARRICADE, IIIA | | | 0080 801-06606 8.000 EACH| 180.00000 1440.00| 78.95000 631.60| 166.98030 1335.84 BARRICADE, IIIB | | | 0081 801-06625 19.000 EACH| 100.00000 1900.00| 63.16000 1200.04| 93.92640 1784.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 30.000 EACH| 170.00000 5100.00| 152.63000 4578.90| 156.54400 4696.32 CONSTRUCTION SIGN, A | | | 0083 801-06710 240.000 DAY | 16.00000 3840.00| 13.68000 3283.20| 14.61080 3506.59 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 23000.00000 23000.00| 90000.00000 90000.00| 35397.22000 35397.22 MAINTAINING TRAFFIC | | | 0085 804-06771 6.000 EACH| 50.00000 300.00| 42.10000 252.60| 46.96320 281.78 DELINEATOR POST, FLEXIBLE | | | 0086 808-06703 1090.000 m | 1.10000 1199.00| 1.33000 1449.70| 1.02720 1119.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-06716 620.000 m | 2.00000 1240.00| 1.21000 750.20| 1.71190 1061.38 LINE, REMOVE | | | 0088 808-75245 910.000 m | 1.10000 1001.00| 1.33000 1210.30| 1.02720 934.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75297 16.500 m | 11.00000 181.50| 18.95000 312.68| 9.92950 163.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0090 808-75996 38.000 EACH| 5.60000 212.80| 76.84000 2919.92| 13.81630 525.02 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 38.000 EACH| 32.00000 1216.00| 76.84000 2919.92| 30.26520 1150.08 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 715-05123 14.000 m | 87.00000 1218.00| 141.46000 1980.44| 180.09000 2521.26 PIPE, TYPE 1, CIRCULAR, 600 mm , | | | TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-46020 2.000 EACH| 280.00000 560.00| 369.84000 739.68| 370.49000 740.98 PIPE END SECTION, 600 mm , TEMPORARY | | | SECTION TOTALS | $ 3,121,965.66| $ 3,247,762.43| $ 3,735,689.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,121,965.66| $ 3,247,762.43| $ 3,735,689.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 24.000 MOS | 1500.00000 36000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 185000.00000 185000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16900.00000 16900.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 2.000 EACH| 300.00000 600.00| | HEADWALL, REMOVE | | | 0006 202-02278 25.000 m | 11.00000 275.00| | CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 400000.00000 400000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-91351 52.000 m | 52.77000 2744.04| | TRACK, REMOVE | | | 0009 202-91385 2.000 EACH| 390.00000 780.00| | INLET, REMOVE | | | 0010 202-94163 330.000 m | 30.06000 9919.80| | TEMPORARY TRACK, REMOVE | | | 0011 202-96022 1.000 EACH| 2000.00000 2000.00| | CONCRETE FOUNDATION, REMOVE | | | 0012 203-02000 3490.000 m3 | 20.68000 72173.20| | EXCAVATION, COMMON | | | 0013 203-02070 16325.000 m3 | 28.58000 466568.50| | BORROW | | | 0014 205-02224 265.000 m | 5.14000 1362.10| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02236 2.000 EACH| 82.00000 164.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 14.000 EACH| 70.00000 980.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06931 11.800 Mg | 23.00000 271.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 206-51230 2216.000 m3 | 25.00000 55400.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 206-93520 352.000 m2 | 275.00000 96800.00| | TEMPORARY SHEET PILING | | | 0020 211-02050 344.000 m3 | 27.66000 9515.04| | B BORROW | | | 0021 211-02060 1938.000 m3 | 30.00000 58140.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 496.000 Mg | 20.00000 9920.00| | COMPACTED AGGREGATE, O, 53 | | | 0023 303-90466 1667.000 Mg | 25.00000 41675.00| | SUBBALLAST | | | 0024 303-92491 1996.000 Mg | 44.87000 89560.52| | BALLAST | | | 0025 401-93812 90.800 m2 | 105.70000 9597.56| | ASPHALTIC PANEL | | | 0026 401-93813 20.000 Mg | 115.00000 2300.00| | ASPHALT SAND | | | 0027 402-05468 2792.000 Mg | 37.00000 103304.00| | HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1486.000 Mg | 36.00000 53496.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 558.000 Mg | 43.00000 23994.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0030 405-05517 2.135 Mg | 200.00000 427.00| | ASPHALT FOR PRIME COAT | | | 0031 406-05520 4.880 Mg | 200.00000 976.00| | ASPHALT FOR TACK COAT | | | 0032 602-06639 58.000 m | 150.00000 8700.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 110.000 m | 125.00000 13750.00| | TEMPORARY CONCRETE BARRIER | | | 0034 605-06150 466.000 m | 37.00000 17242.00| | CURB AND GUTTER, C, CONCRETE | | | 0035 610-05527 101.000 Mg | 70.00000 7070.00| | HMA FOR APPROACHES | | | 0036 611-05330 465.700 m2 | 37.00000 17230.90| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 7.000 EACH| 105.00000 735.00| | MAILBOX ASSEMBLY, SINGLE | | | 0038 614-92148 52.000 m | 149.65000 7781.80| | RAILROAD TRACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 614-92148 330.000 m | 224.38000 74045.40| | RAILROAD TRACK , TEMPORARY | | | 0040 615-06490 20.000 EACH| 102.00000 2040.00| | RIGHT OF WAY MARKER | | | 0041 615-06505 6.000 EACH| 555.00000 3330.00| | MONUMENT, B | | | 0042 616-02320 160.000 m2 | 3.75000 600.00| | GEOTEXTILES | | | 0043 616-05689 220.000 Mg | 24.70000 5434.00| | RIPRAP, CLASS 2 | | | 0044 621-01004 4.000 EACH| 660.00000 2640.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.400 Mg | 640.00000 896.00| | FERTILIZER | | | 0046 621-06548 6.100 kg | 49.50000 301.95| | SEED MIXTURE, CV | | | 0047 621-06554 194.200 kg | 8.05000 1563.31| | SEED MIXTURE, U | | | 0048 621-06557 120.100 kg | 10.33000 1240.63| | SEED MIXTURE, T | | | 0049 621-06565 11.300 Mg | 427.00000 4825.10| | MULCHING MATERIAL | | | 0050 621-06567 28.300 kL | 0.50000 14.15| | WATER | | | 0051 621-06574 136.800 m2 | 3.60000 492.48| | SODDING | | | 0052 621-06575 1572.400 m2 | 3.60000 5660.64| | SODDING, NURSERY | | | 0053 701-02945 22.000 m | 1100.00000 24200.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 110 | | | 0054 701-51195 1541.400 m | 105.00000 161847.00| | PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 157.000 EACH| 124.00000 19468.00| | PILE TIP, STEEL H | | | 0056 701-95780 260.000 m | 130.00000 33800.00| | PILE, STEEL H, HP 310 X 110 | | | 0057 701-95782 192.000 m | 135.00000 25920.00| | PILE, STEEL H, HP 310 X 125 | | | 0058 702-92857 635.300 m3 | 500.00000 317650.00| | CONCRETE, C, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 703-51030 13583.000 kg | 1.10000 14941.30| | REINFORCING STEEL | | | 0060 703-51032 20168.000 kg | 1.25000 25210.00| | REINFORCING STEEL, EPOXY COATED | | | 0061 704-03131 66.000 m | 42.97000 2836.02| | DECK DRAIN, HALF ROUND, 200 mm | | | 0062 709-01733 209.000 m2 | 75.76000 15833.84| | NEOPRENE WATERPROFFING, MARBRILASTIC | | | 0063 711-51035 142659.000 kg | 4.50000 641965.50| | STRUCTURAL STEEL | | | 0064 711-93300 97.000 EACH| 41.86000 4060.42| | TIE, RAILROAD | | | 0065 713-04858 LUMP| 525000.00000 525000.00| | TEMPORARY BRIDGE | | | 0066 715-05147 22.000 m | 67.75000 1490.50| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | F.B.C.C.S. | | | 0067 715-05147 69.000 m | 102.65000 7082.85| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | PERFORATED, F.B.C.C.S. | | | 0068 715-05149 254.800 m | 72.60000 18498.48| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0069 715-05151 100.500 m | 80.80000 8120.40| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-46005 1.000 EACH| 212.00000 212.00| | PIPE END SECTION, 375 mm | | | 0071 720-45235 1.000 EACH| 1775.00000 1775.00| | CATCH BASIN, E7 | | | 0072 720-45410 7.000 EACH| 1650.00000 11550.00| | MANHOLE, C4 | | | 0073 720-93472 1.000 EACH| 1350.00000 1350.00| | CATCH BASIN, A4 | | | 0074 720-98174 2.000 EACH| 1780.00000 3560.00| | INLET, B15 | | | 0075 720-99416 12.000 EACH| 2185.00000 26220.00| | CATCH BASIN, B15 | | | 0076 801-04308 5.000 EACH| 450.00000 2250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 1240.000 m | 0.35000 434.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 1000.000 m | 2.95000 2950.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 521 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,224,134.80 ROUTE : US 136 CALL ORDER : 521 CONTRACT ID : B -25670-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06605 2.000 EACH| 150.00000 300.00| | BARRICADE, IIIA | | | 0080 801-06606 8.000 EACH| 160.00000 1280.00| | BARRICADE, IIIB | | | 0081 801-06625 19.000 EACH| 90.00000 1710.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 30.000 EACH| 150.00000 4500.00| | CONSTRUCTION SIGN, A | | | 0083 801-06710 240.000 DAY | 14.00000 3360.00| | FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 4686.62000 4686.62| | MAINTAINING TRAFFIC | | | 0085 804-06771 6.000 EACH| 35.00000 210.00| | DELINEATOR POST, FLEXIBLE | | | 0086 808-06703 1090.000 m | 0.98000 1068.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-06716 620.000 m | 1.64000 1016.80| | LINE, REMOVE | | | 0088 808-75245 910.000 m | 0.98000 891.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 808-75297 16.500 m | 9.50000 156.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0090 808-75996 38.000 EACH| 25.00000 950.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 38.000 EACH| 28.50000 1083.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 715-05123 14.000 m | 172.50000 2415.00| | PIPE, TYPE 1, CIRCULAR, 600 mm , | | | TEMPORARY | | | 0093 715-46020 2.000 EACH| 355.00000 710.00| | PIPE END SECTION, 600 mm , TEMPORARY | | | SECTION TOTALS | $ 3,874,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,874,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753024 SET-ASIDE : VENDOR RANKING : --------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 554,417.84 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 688,186.62 124.1277% 3 35-0626844 RUDOLPH, J.H. & CO $ 695,073.43 125.3699% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 730,568.09 131.7721% 5 35-2072438 T D & O LLC $ 832,949.04 150.2384% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1009310 |(3) 35-0626844 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1100.00000 8800.00| 950.00000 7600.00| 1600.00000 12800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 16400.00000 16400.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 34000.00000 34000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 2300.00000 2300.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02236 392.000 m2 | 7.50000 2940.00| 3.80000 1489.60| 1.00000 392.00 SURFACE, REMOVE | | | 0006 202-02240 392.000 m2 | 4.00000 1568.00| 16.50000 6468.00| 12.00000 4704.00 PAVEMENT, REMOVE | | | 0007 202-51330 LUMP| 12375.00000 12375.00| 11470.00000 11470.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 1116.000 m2 | 2.75000 3069.00| 2.60000 2901.60| 2.60000 2901.60 SURFACE MILLING, ASPHALT | | | 0009 203-02000 755.000 m3 | 6.75000 5096.25| 12.40000 9362.00| 9.40000 7097.00 EXCAVATION, COMMON | | | 0010 203-02045 950.000 m3 | 2.50000 2375.00| 9.20000 8740.00| 6.30000 5985.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 1945.000 m3 | 7.00000 13615.00| 12.35000 24020.75| 15.00000 29175.00 BORROW | | | 0012 205-06933 3.000 EACH| 75.00000 225.00| 84.00000 252.00| 82.00000 246.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 88.000 Mg | 20.00000 1760.00| 21.00000 1848.00| 34.00000 2992.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1009310 |(3) 35-0626844 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 148.000 m | 5.85000 865.80| 5.90000 873.20| 5.50000 814.00 TEMPORARY SILT FENCE | | | 0015 211-02060 293.000 m3 | 22.00000 6446.00| 28.70000 8409.10| 43.00000 12599.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 168.000 m3 | 80.00000 13440.00| 108.00000 18144.00| 100.00000 16800.00 FLOWABLE MORTAR | | | 0017 303-52308 1659.000 Mg | 17.00000 28203.00| 18.50000 30691.50| 20.30000 33677.70 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 622.000 Mg | 38.00000 23636.00| 40.00000 24880.00| 44.00000 27368.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 358.000 Mg | 43.00000 15394.00| 45.00000 16110.00| 47.00000 16826.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 171.000 Mg | 50.00000 8550.00| 52.00000 8892.00| 55.00000 9405.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 156.000 Mg | 41.00000 6396.00| 43.00000 6708.00| 47.00000 7332.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 863.000 m2 | 3.00000 2589.00| 3.00000 2589.00| 6.00000 5178.00 SEAL COAT, 2 | | | 0023 405-05518 3071.000 m2 | 0.65000 1996.15| 0.70000 2149.70| 1.20000 3685.20 ASPHALT FOR PRIME COAT | | | 0024 406-05521 5527.000 m2 | 0.05000 276.35| 0.10000 552.70| 0.15000 829.05 ASPHALT FOR TACK COAT | | | 0025 601-02206 102.870 m | 22.96000 2361.90| 36.50000 3754.76| 23.10000 2376.30 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-06854 2.000 EACH| 1375.00000 2750.00| 1760.00000 3520.00| 1385.00000 2770.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 4.000 EACH| 2195.00000 8780.00| 2160.00000 8640.00| 2210.00000 8840.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1475.00000 5900.00| 1810.00000 7240.00| 1500.00000 6000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 106.680 m | 33.96000 3622.85| 32.00000 3413.76| 34.15000 3643.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 498.000 Mg | 49.00000 24402.00| 52.00000 25896.00| 65.00000 32370.00 HMA FOR APPROACHES | | | 0031 615-06490 11.000 EACH| 85.00000 935.00| 132.00000 1452.00| 85.40000 939.40 RIGHT OF WAY MARKER | | | 0032 615-06505 5.000 EACH| 495.00000 2475.00| 475.00000 2375.00| 500.00000 2500.00 MONUMENT, B | | | 0033 616-02320 630.000 m2 | 1.75000 1102.50| 2.30000 1449.00| 3.00000 1890.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1009310 |(3) 35-0626844 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-05688 387.000 Mg | 20.75000 8030.25| 27.60000 10681.20| 28.00000 10836.00 RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 650.00000 1300.00| 670.00000 1340.00| 665.00000 1330.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 6746.000 m2 | 0.50000 3373.00| 0.35000 2361.10| 0.35000 2361.10 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 8.000 kg | 0.00000 0.00| 60.00000 480.00| 56.00000 448.00 SEED MIXTURE, CV | | | 0038 621-06559 6746.000 m2 | 0.50000 3373.00| 0.40000 2698.40| 0.40000 2698.40 MULCHED SEEDING, R | | | 0039 621-06567 19.000 kL | 1.00000 19.00| 1.00000 19.00| 0.50000 9.50 WATER | | | 0040 621-06575 1045.000 m2 | 5.00000 5225.00| 4.00000 4180.00| 3.70000 3866.50 SODDING, NURSERY | | | 0041 713-51335 LUMP| 50000.00000 50000.00| 64000.00000 64000.00| 62000.00000 62000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0042 715-05161 107.000 m | 235.00000 25145.00| 431.00000 46117.00| 240.00000 25680.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0043 715-05169 16.000 m | 65.00000 1040.00| 72.00000 1152.00| 80.00000 1280.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 205.00000 410.00| 320.00000 640.00| 650.00000 1300.00 PIPE END SECTION, 375 mm | | | 0045 719-35020 15.000 m | 21.50000 322.50| 34.00000 510.00| 70.00000 1050.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0046 719-35025 15.000 m | 22.00000 330.00| 38.00000 570.00| 75.00000 1125.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0047 720-95101 2.000 EACH| 6250.00000 12500.00| 5345.00000 10690.00| 7000.00000 14000.00 MANHOLE, L2 | | | 0048 723-06660 59.700 m2 | 700.00000 41790.00| 796.00000 47521.20| 510.00000 30447.00 WINGWALL | | | 0049 723-07056 21.300 m | 6485.00000 138130.50| 8034.00000 171124.20| 9200.00000 195960.00 STRUCTURE, PRECAST THREE-SIDED, 9750 mm | | | X 3100 mm | | | 0050 801-04308 2.000 EACH| 350.00000 700.00| 310.00000 620.00| 355.00000 710.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 8.000 EACH| 200.00000 1600.00| 130.00000 1040.00| 210.00000 1680.00 BARRICADE, IIIA | | | 0052 801-06640 18.000 EACH| 75.00000 1350.00| 160.00000 2880.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1009310 |(3) 35-0626844 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06645 8.000 EACH| 40.00000 320.00| 55.00000 440.00| 42.00000 336.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 4900.00000 4900.00| 5500.00000 5500.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0056 802-76025 1.460 m2 | 192.61000 281.21| 230.00000 335.80| 200.00000 292.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 2.130 m2 | 214.13000 456.10| 175.00000 372.75| 215.00000 457.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0058 802-76045 0.730 m2 | 235.65000 172.02| 250.00000 182.50| 240.00000 175.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0061 808-04298 1.000 EACH| 395.00000 395.00| 405.00000 405.00| 400.00000 400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0063 808-06712 141.000 m | 0.79000 111.39| 0.50000 70.50| 0.80000 112.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 2410.000 m | 0.79000 1903.90| 0.50000 1205.00| 0.80000 1928.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 1848.000 m | 0.79000 1459.92| 0.50000 924.00| 0.80000 1478.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 317.000 m | 2.00000 634.00| 3.00000 951.00| 2.00000 634.00 LINE, REMOVE | | | 0068 808-75140 1.000 EACH| 55.00000 55.00| 490.00000 490.00| 55.25000 55.25 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0069 808-75996 31.000 EACH| 30.00000 930.00| 7.00000 217.00| 5.50000 170.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 31.000 EACH| 60.00000 1860.00| 66.00000 2046.00| 61.00000 1891.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 802-05701 19.400 m | 32.02000 621.19| 31.00000 601.40| 32.20000 624.68 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-05702 5.900 m | 32.02000 188.92| 25.00000 147.50| 32.20000 189.98 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0073 801-06203 1236.000 m | 0.79000 976.44| 0.80000 988.80| 0.80000 988.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 808-75297 3.600 m | 19.36000 69.70| 26.00000 93.60| 20.00000 72.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1009310 |(3) 35-0626844 |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 554,417.84| $ 688,186.62| $ 695,073.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 554,417.84| $ 688,186.62| $ 695,073.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-2072438 | |GOHMANN ASPHALT & CONSTR., I|T D & O LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1260.00000 10080.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 16450.00000 16450.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 41500.00000 41500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 1675.00000 1675.00| CLEARING RIGHT OF WAY | | | 0005 202-02236 392.000 m2 | 15.00000 5880.00| 11.00000 4312.00| SURFACE, REMOVE | | | 0006 202-02240 392.000 m2 | 11.00000 4312.00| 11.00000 4312.00| PAVEMENT, REMOVE | | | 0007 202-51330 LUMP| 25000.00000 25000.00| 38490.00000 38490.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 1116.000 m2 | 5.00000 5580.00| 3.30000 3682.80| SURFACE MILLING, ASPHALT | | | 0009 203-02000 755.000 m3 | 17.00000 12835.00| 10.00000 7550.00| EXCAVATION, COMMON | | | 0010 203-02045 950.000 m3 | 14.00000 13300.00| 11.00000 10450.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02070 1945.000 m3 | 20.00000 38900.00| 11.00000 21395.00| BORROW | | | 0012 205-06933 3.000 EACH| 80.00000 240.00| 94.00000 282.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 88.000 Mg | 25.00000 2200.00| 7.75000 682.00| TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 148.000 m | 5.45000 806.60| 6.00000 888.00| TEMPORARY SILT FENCE | | | 0015 211-02060 293.000 m3 | 40.00000 11720.00| 24.25000 7105.25| B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 168.000 m3 | 125.00000 21000.00| 148.25000 24906.00| FLOWABLE MORTAR | | | 0017 303-52308 1659.000 Mg | 18.00000 29862.00| 19.00000 31521.00| COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 622.000 Mg | 40.00000 24880.00| 57.00000 35454.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 358.000 Mg | 48.00000 17184.00| 57.00000 20406.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 171.000 Mg | 54.00000 9234.00| 57.00000 9747.00| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-2072438 | |GOHMANN ASPHALT & CONSTR., I|T D & O LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05481 156.000 Mg | 40.00000 6240.00| 57.00000 8892.00| HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 863.000 m2 | 4.00000 3452.00| 4.40000 3797.20| SEAL COAT, 2 | | | 0023 405-05518 3071.000 m2 | 1.00000 3071.00| 1.10000 3378.10| ASPHALT FOR PRIME COAT | | | 0024 406-05521 5527.000 m2 | 0.10000 552.70| 0.55000 3039.85| ASPHALT FOR TACK COAT | | | 0025 601-02206 102.870 m | 22.96000 2361.90| 33.00000 3394.71| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-06854 2.000 EACH| 1375.00000 2750.00| 1675.00000 3350.00| GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 4.000 EACH| 2195.00000 8780.00| 2750.00000 11000.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1475.00000 5900.00| 1925.00000 7700.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 106.680 m | 33.96000 3622.85| 45.00000 4800.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 498.000 Mg | 45.00000 22410.00| 57.00000 28386.00| HMA FOR APPROACHES | | | 0031 615-06490 11.000 EACH| 85.00000 935.00| 110.00000 1210.00| RIGHT OF WAY MARKER | | | 0032 615-06505 5.000 EACH| 495.00000 2475.00| 550.00000 2750.00| MONUMENT, B | | | 0033 616-02320 630.000 m2 | 9.51000 5991.30| 2.75000 1732.50| GEOTEXTILES | | | 0034 616-05688 387.000 Mg | 30.00000 11610.00| 22.00000 8514.00| RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 660.00000 1320.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 6746.000 m2 | 0.32000 2158.72| 0.55000 3710.30| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06548 8.000 kg | 55.00000 440.00| 66.00000 528.00| SEED MIXTURE, CV | | | 0038 621-06559 6746.000 m2 | 0.38000 2563.48| 0.55000 3710.30| MULCHED SEEDING, R | | | 0039 621-06567 19.000 kL | 0.50000 9.50| 0.85000 16.15| WATER | | | 0040 621-06575 1045.000 m2 | 3.65000 3814.25| 4.50000 4702.50| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-2072438 | |GOHMANN ASPHALT & CONSTR., I|T D & O LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 713-51335 LUMP| 67000.00000 67000.00| 115000.00000 115000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0042 715-05161 107.000 m | 150.00000 16050.00| 275.00000 29425.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0043 715-05169 16.000 m | 75.00000 1200.00| 33.00000 528.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 250.00000 500.00| 450.00000 900.00| PIPE END SECTION, 375 mm | | | 0045 719-35020 15.000 m | 50.00000 750.00| 22.00000 330.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0046 719-35025 15.000 m | 55.00000 825.00| 28.00000 420.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0047 720-95101 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| MANHOLE, L2 | | | 0048 723-06660 59.700 m2 | 1100.00000 65670.00| 1105.00000 65968.50| WINGWALL | | | 0049 723-07056 21.300 m | 8700.00000 185310.00| 8520.00000 181476.00| STRUCTURE, PRECAST THREE-SIDED, 9750 mm | | | X 3100 mm | | | 0050 801-04308 2.000 EACH| 350.00000 700.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 8.000 EACH| 200.00000 1600.00| 230.00000 1840.00| BARRICADE, IIIA | | | 0052 801-06640 18.000 EACH| 75.00000 1350.00| 95.00000 1710.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 8.000 EACH| 40.00000 320.00| 50.00000 400.00| CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 1000.00000 1000.00| 14500.00000 14500.00| MAINTAINING TRAFFIC | | | 0056 802-76025 1.460 m2 | 192.61000 281.21| 226.00000 329.96| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0057 802-76035 2.130 m2 | 214.13000 456.10| 250.00000 532.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0058 802-76045 0.730 m2 | 235.64000 172.02| 380.00000 277.40| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0061 808-04298 1.000 EACH| 395.00000 395.00| 495.00000 495.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 904,644.23 ROUTE : US 231 CALL ORDER : 531 CONTRACT ID : B -25749-A COUNTIES : SPENCER LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-2072438 | |GOHMANN ASPHALT & CONSTR., I|T D & O LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 808-06712 141.000 m | 0.79000 111.39| 1.10000 155.10| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 2410.000 m | 0.79000 1903.90| 1.10000 2651.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 1848.000 m | 0.79000 1459.92| 1.10000 2032.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 317.000 m | 2.00000 634.00| 2.75000 871.75| LINE, REMOVE | | | 0068 808-75140 1.000 EACH| 55.00000 55.00| 65.00000 65.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0069 808-75996 31.000 EACH| 7.00000 217.00| 16.50000 511.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 31.000 EACH| 60.00000 1860.00| 70.00000 2170.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 802-05701 19.400 m | 32.02000 621.19| 43.90000 851.66| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-05702 5.900 m | 32.02000 188.92| 43.90000 259.01| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0073 801-06203 1236.000 m | 0.79000 976.44| 1.10000 1359.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 808-75297 3.600 m | 19.36000 69.70| 27.50000 99.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 730,568.09| $ 832,949.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 730,568.09| $ 832,949.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,722.78 ROUTE : SR 114 CALL ORDER : 541 CONTRACT ID : B -25855-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/19/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1661008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 584,538.67 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 722,949.56 123.6786% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1200.00000 6000.00| 2200.00000 11000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 162.000 m2 | 14.37000 2327.94| 74.00000 11988.00| PAVEMENT, REMOVE | | | 0005 202-02241 172.000 m | 8.50000 1462.00| 12.00000 2064.00| GUARDRAIL, REMOVE | | | 0006 202-51133 120.000 m | 9.85000 1182.00| 9.00000 1080.00| RAILING, REMOVE | | | 0007 202-51328 LUMP| 100000.00000 100000.00| 80000.00000 80000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 220.000 m2 | 10.00000 2200.00| 9.00000 1980.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 32.000 m3 | 15.75000 504.00| 50.00000 1600.00| EXCAVATION, COMMON | | | 0010 203-02070 283.000 m3 | 13.00000 3679.00| 32.00000 9056.00| BORROW | | | 0011 203-02080 0.100 km | 30000.00000 3000.00| 80000.00000 8000.00| LINEAR GRADING | | | 0012 211-06467 40.000 m3 | 20.00000 800.00| 39.00000 1560.00| AGGREGATE FOR END BENT BACKFILL | | | 0013 303-52308 228.000 Mg | 17.61000 4015.08| 18.00000 4104.00| COMPACTED AGGREGATE, O, 53 | | | 0014 404-05511 298.000 m2 | 16.00000 4768.00| 6.00000 1788.00| SEAL COAT, 2 | | | 0015 406-05521 458.000 m2 | 0.20000 91.60| 1.20000 549.60| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,722.78 ROUTE : SR 114 CALL ORDER : 541 CONTRACT ID : B -25855-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01522 4.000 EACH| 1288.00000 5152.00| 1600.00000 6400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01700 1.000 EACH| 1750.00000 1750.00| 2000.00000 2000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-94689 3.000 EACH| 2250.00000 6750.00| 2500.00000 7500.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 165.000 m | 33.00000 5445.00| 42.00000 6930.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 12.000 EACH| 15.00000 180.00| 12.00000 144.00| BARRIER DELINEATOR | | | 0022 610-05527 93.000 Mg | 150.00000 13950.00| 175.00000 16275.00| HMA FOR APPROACHES | | | 0023 610-06257 224.000 m2 | 52.64000 11791.36| 62.00000 13888.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 1102.000 m2 | 3.60000 3967.20| 4.00000 4408.00| GEOTEXTILES | | | 0025 616-06405 553.000 Mg | 23.00000 12719.00| 21.00000 11613.00| RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 500.00000 500.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 1200.000 m2 | 0.72000 864.00| 1.06000 1272.00| MULCHED SEEDING, R | | | 0028 621-06574 108.000 m2 | 15.00000 1620.00| 9.00000 972.00| SODDING | | | 0029 702-51005 93.800 m3 | 590.00000 55342.00| 540.00000 50652.00| CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51100 118.000 kg | 11.02000 1300.36| 10.00000 1180.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0031 702-51110 877.000 kg | 6.61000 5796.97| 9.00000 7893.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 703-51030 10738.000 kg | 1.10000 11811.80| 1.10000 11811.80| REINFORCING STEEL | | | 0033 703-51032 36987.000 kg | 1.18000 43644.66| 1.18000 43644.66| REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 227.800 m3 | 470.00000 107066.00| 510.00000 116178.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,722.78 ROUTE : SR 114 CALL ORDER : 541 CONTRACT ID : B -25855-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 124.000 m3 | 105.00000 13020.00| 509.00000 63116.00| CONCRETE, C, RAILING | | | 0037 707-05983 300.000 m | 250.00000 75000.00| 340.00000 102000.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0038 709-51821 LUMP| 6000.00000 6000.00| 18000.00000 18000.00| SURFACE SEAL | | | 0039 715-05407 36.000 m | 40.00000 1440.00| 50.00000 1800.00| PIPE, END BENT DRAIN, 150 mm | | | 0040 715-05756 4.000 m | 65.00000 260.00| 96.50000 386.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0041 715-46000 1.000 EACH| 160.00000 160.00| 300.00000 300.00| PIPE END SECTION, 300 mm | | | 0042 801-04308 5.000 EACH| 480.00000 2400.00| 150.00000 750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06605 6.000 EACH| 130.00000 780.00| 125.00000 750.00| BARRICADE, IIIA | | | 0044 801-06606 4.000 EACH| 150.00000 600.00| 160.00000 640.00| BARRICADE, IIIB | | | 0045 801-06625 38.000 EACH| 100.00000 3800.00| 110.00000 4180.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 11.000 EACH| 150.00000 1650.00| 150.00000 1650.00| CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 80.00000 160.00| 55.00000 110.00| CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0049 808-06712 48.000 m | 3.30000 158.40| 3.50000 168.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 191.000 m | 3.30000 630.30| 3.50000 668.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 584,538.67| $ 722,949.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,538.67| $ 722,949.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5206006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 293,645.50 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 318,878.73 108.5930% 3 35-1447641 STRUCTURE CONTRACTORS $ 323,321.15 110.1059% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 329,657.02 112.2636% 5 35-1673827 HENDERSON, H.E., INC. $ 331,086.01 112.7502% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 343,594.47 117.0099% 7 35-1609544 SCHUTT-LOOKABILL CO $ 348,392.75 118.6439% 8 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 359,716.97 122.5004% 9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 361,743.08 123.1904% 10 35-0918397 RIETH RILEY CONSTRUCTION $ 371,623.91 126.5552% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1523985 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 20000.00000 20000.00| 16100.00000 16100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 324.800 SYS | 17.50000 5684.00| 15.00000 4872.00| 28.00000 9094.40 PAVEMENT, REMOVE | | | 0005 202-02241 492.000 LFT | 4.00000 1968.00| 4.00000 1968.00| 2.10000 1033.20 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 266.700 SYS | 7.50000 2000.25| 5.00000 1333.50| 8.00000 2133.60 SURFACE MILLING, ASPHALT | | | 0008 303-52308 110.500 TON | 24.00000 2652.00| 11.05000 1221.03| 23.00000 2541.50 COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 1364.000 SYS | 0.60000 818.40| 0.75000 1023.00| 0.55000 750.20 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1250.00000 5000.00| 1350.00000 5400.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-04746 2.000 EACH| 5500.00000 11000.00| 5390.00000 10780.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1523985 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-94689 2.000 EACH| 2400.00000 4800.00| 5390.00000 10780.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 556.250 LFT | 10.00000 5562.50| 12.00000 6675.00| 11.00000 6118.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 602-06639 660.000 LFT | 18.50000 12210.00| 20.00000 13200.00| 18.00000 11880.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06729 24.000 EACH| 8.00000 192.00| 15.00000 360.00| 8.00000 192.00 BARRIER DELINEATOR | | | 0016 610-05527 502.000 TON | 65.00000 32630.00| 70.00000 35140.00| 59.00000 29618.00 HMA FOR APPROACHES | | | 0017 610-06259 331.500 SYS | 55.00000 18232.50| 50.00000 16575.00| 52.00000 17238.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0018 616-02320 36.000 SYS | 3.50000 126.00| 4.00000 144.00| 8.00000 288.00 GEOTEXTILES | | | 0019 616-06405 186.000 TON | 28.50000 5301.00| 23.00000 4278.00| 35.00000 6510.00 RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 250.00000 250.00| 400.00000 400.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 1000.000 SYS | 0.75000 750.00| 0.79000 790.00| 1.00000 1000.00 MULCHED SEEDING, R | | | 0022 702-04433 26.000 EACH| 5.00000 130.00| 20.00000 520.00| 60.00000 1560.00 FLOOR DRAIN, PVC, 6 IN. | | | 0023 702-51005 1.500 CYS | 900.00000 1350.00| 1500.00000 2250.00| 4200.00000 6300.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 642.000 EACH| 6.50000 4173.00| 5.00000 3210.00| 8.00000 5136.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51032 25883.000 LBS | 0.65000 16823.95| 0.60000 15529.80| 1.00000 25883.00 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 32.000 EACH| 10.00000 320.00| 12.00000 384.00| 13.00000 416.00 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 30.900 CYS | 650.00000 20085.00| 400.00000 12360.00| 550.00000 16995.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1050.00000 4200.00| 1200.00000 4800.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 352.700 LFT | 42.50000 14989.75| 50.00000 17635.00| 43.00000 15166.10 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 2950.00000 2950.00| 4600.00000 4600.00| 5000.00000 5000.00 SURFACE SEAL | | | 0031 722-51401 190.000 SFT | 10.00000 1900.00| 10.00000 1900.00| 20.00000 3800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1523985 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 722-51842 857.900 SYS | 42.50000 36460.75| 50.00000 42895.00| 40.00000 34316.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 380.000 SFT | 5.00000 1900.00| 7.00000 2660.00| 7.00000 2660.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 857.900 SYS | 6.50000 5576.35| 5.00000 4289.50| 6.00000 5147.40 SURFACE MILLING | | | 0036 801-01851 LUMP| 12500.00000 12500.00| 15000.00000 15000.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-06207 3255.000 LFT | 1.00000 3255.00| 1.10000 3580.50| 1.00000 3255.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 22.000 EACH| 90.00000 1980.00| 160.00000 3520.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 12.000 EACH| 35.00000 420.00| 80.00000 960.00| 30.00000 360.00 CONSTRUCTION SIGN, B | | | 0040 801-06775 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0041 808-06713 1496.000 LFT | 0.35000 523.60| 0.30000 448.80| 0.50000 748.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 1672.000 LFT | 0.35000 585.20| 0.30000 501.60| 0.50000 836.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06716 1395.000 LFT | 0.75000 1046.25| 1.00000 1395.00| 1.00000 1395.00 LINE, REMOVE | | | SECTION TOTALS | $ 293,645.50| $ 318,878.73| $ 323,321.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,645.50| $ 318,878.73| $ 323,321.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1673827 |(6) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1362.01000 8172.06| 800.00000 4800.00| 1200.00000 7200.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1119.87000 1119.87| 3882.36000 3882.36| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16482.21000 16482.21| 10740.00000 10740.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 324.800 SYS | 18.91000 6141.97| 10.40000 3377.92| 12.50000 4060.00 PAVEMENT, REMOVE | | | 0005 202-02241 492.000 LFT | 3.81000 1874.52| 3.50000 1722.00| 3.40000 1672.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 31400.00000 31400.00| 47941.80000 47941.80| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 266.700 SYS | 5.65000 1506.86| 4.13000 1101.47| 10.00000 2667.00 SURFACE MILLING, ASPHALT | | | 0008 303-52308 110.500 TON | 27.53000 3042.07| 23.74000 2623.27| 25.00000 2762.50 COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 1364.000 SYS | 0.07000 95.48| 0.57000 777.48| 1.00000 1364.00 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1349.39000 5397.56| 1236.00000 4944.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-04746 2.000 EACH| 5510.02000 11020.04| 5768.00000 11536.00| 5600.00000 11200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-94689 2.000 EACH| 2810.87000 5621.74| 2060.00000 4120.00| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 556.250 LFT | 11.25000 6257.81| 9.27000 5156.44| 9.00000 5006.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 602-06639 660.000 LFT | 21.31000 14064.60| 22.33000 14737.80| 30.00000 19800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06729 24.000 EACH| 7.87000 188.88| 8.50000 204.00| 8.25000 198.00 BARRIER DELINEATOR | | | 0016 610-05527 502.000 TON | 61.85000 31048.70| 67.83000 34050.66| 62.00000 31124.00 HMA FOR APPROACHES | | | 0017 610-06259 331.500 SYS | 61.11000 20257.97| 45.03000 14927.45| 60.00000 19890.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0018 616-02320 36.000 SYS | 3.71000 133.56| 4.10000 147.60| 5.00000 180.00 GEOTEXTILES | | | 0019 616-06405 186.000 TON | 26.19000 4871.34| 36.49000 6787.14| 35.00000 6510.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1673827 |(6) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-01004 1.000 EACH| 348.59000 348.59| 309.00000 309.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 1000.000 SYS | 0.75000 750.00| 0.68000 680.00| 0.66000 660.00 MULCHED SEEDING, R | | | 0022 702-04433 26.000 EACH| 54.33000 1412.58| 30.75000 799.50| 80.00000 2080.00 FLOOR DRAIN, PVC, 6 IN. | | | 0023 702-51005 1.500 CYS | 4898.49000 7347.74| 1024.58000 1536.87| 4000.00000 6000.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 642.000 EACH| 6.89000 4423.38| 9.67000 6208.14| 10.00000 6420.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51032 25883.000 LBS | 0.69000 17859.27| 0.50000 12941.50| 0.80000 20706.40 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 32.000 EACH| 13.60000 435.20| 13.60000 435.20| 15.00000 480.00 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 30.900 CYS | 807.22000 24943.10| 774.84000 23942.56| 800.00000 24720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1342.86000 5371.44| 959.73000 3838.92| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 352.700 LFT | 45.28000 15970.26| 36.14000 12746.58| 40.00000 14108.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3120.47000 3120.47| 4037.60000 4037.60| 3300.00000 3300.00 SURFACE SEAL | | | 0031 722-51401 190.000 SFT | 2.02000 383.80| 61.50000 11685.00| 40.00000 7600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 857.900 SYS | 40.36000 34624.84| 49.83000 42749.16| 55.00000 47184.50 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 380.000 SFT | 10.13000 3849.40| 17.31000 6577.80| 7.00000 2660.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 857.900 SYS | 4.86000 4169.39| 4.84000 4152.24| 7.00000 6005.30 SURFACE MILLING | | | 0036 801-01851 LUMP| 11807.18000 11807.18| 12875.00000 12875.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-06207 3255.000 LFT | 1.01000 3287.55| 0.93000 3027.15| 0.90000 2929.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 22.000 EACH| 73.09000 1607.98| 66.95000 1472.90| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 12.000 EACH| 33.73000 404.76| 30.90000 370.80| 30.00000 360.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1673827 |(6) 35-2040801 |WEDDLE BROTHERS CONSTRUCTION|HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06775 LUMP| 16716.21000 16716.21| 5146.90000 5146.90| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0041 808-06713 1496.000 LFT | 0.33000 493.68| 0.30000 448.80| 0.29000 433.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 1672.000 LFT | 0.33000 551.76| 0.30000 501.60| 0.29000 484.88 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06716 1395.000 LFT | 0.56000 781.20| 0.52000 725.40| 0.50000 697.50 LINE, REMOVE | | | SECTION TOTALS | $ 329,657.02| $ 331,086.01| $ 343,594.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,657.02| $ 331,086.01| $ 343,594.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1381845 |(9) 35-1618530 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1500.00000 9000.00| 1200.00000 7200.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 50.00000 50.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17400.00000 17400.00| 18000.00000 18000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 324.800 SYS | 10.00000 3248.00| 18.50000 6008.80| 15.00000 4872.00 PAVEMENT, REMOVE | | | 0005 202-02241 492.000 LFT | 2.10000 1033.20| 3.00000 1476.00| 4.00000 1968.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 46410.00000 46410.00| 40000.00000 40000.00| 43500.00000 43500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 266.700 SYS | 4.98000 1328.17| 10.00000 2667.00| 6.00000 1600.20 SURFACE MILLING, ASPHALT | | | 0008 303-52308 110.500 TON | 30.00000 3315.00| 22.00000 2431.00| 42.00000 4641.00 COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 1364.000 SYS | 0.62000 845.68| 0.60000 818.40| 0.60000 818.40 ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1356.00000 5424.00| 1380.00000 5520.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-04746 2.000 EACH| 5537.00000 11074.00| 5635.00000 11270.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-94689 2.000 EACH| 2600.00000 5200.00| 2645.00000 5290.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 556.250 LFT | 11.30000 6285.63| 11.50000 6396.88| 9.50000 5284.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 602-06639 660.000 LFT | 19.00000 12540.00| 32.00000 21120.00| 22.00000 14520.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06729 24.000 EACH| 8.00000 192.00| 8.00000 192.00| 8.50000 204.00 BARRIER DELINEATOR | | | 0016 610-05527 502.000 TON | 73.28000 36786.56| 84.00000 42168.00| 60.00000 30120.00 HMA FOR APPROACHES | | | 0017 610-06259 331.500 SYS | 62.50000 20718.75| 65.00000 21547.50| 70.00000 23205.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0018 616-02320 36.000 SYS | 5.00000 180.00| 5.00000 180.00| 10.00000 360.00 GEOTEXTILES | | | 0019 616-06405 186.000 TON | 33.35000 6203.10| 25.00000 4650.00| 31.00000 5766.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1381845 |(9) 35-1618530 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-01004 1.000 EACH| 340.00000 340.00| 345.00000 345.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 1000.000 SYS | 0.75000 750.00| 0.76000 760.00| 0.70000 700.00 MULCHED SEEDING, R | | | 0022 702-04433 26.000 EACH| 20.00000 520.00| 50.00000 1300.00| 105.00000 2730.00 FLOOR DRAIN, PVC, 6 IN. | | | 0023 702-51005 1.500 CYS | 2000.00000 3000.00| 5000.00000 7500.00| 3500.00000 5250.00 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 642.000 EACH| 6.00000 3852.00| 12.00000 7704.00| 8.00000 5136.00 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51032 25883.000 LBS | 0.60000 15529.80| 0.60000 15529.80| 0.70000 18118.10 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 32.000 EACH| 10.09000 322.88| 15.00000 480.00| 20.00000 640.00 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 30.900 CYS | 1174.00000 36276.60| 850.00000 26265.00| 1200.00000 37080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1400.00000 5600.00| 960.00000 3840.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 352.700 LFT | 34.03000 12002.38| 41.00000 14460.70| 40.00000 14108.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 2888.00000 2888.00| 2670.00000 2670.00| 2800.00000 2800.00 SURFACE SEAL | | | 0031 722-51401 190.000 SFT | 20.00000 3800.00| 30.00000 5700.00| 10.00000 1900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 857.900 SYS | 43.35000 37189.97| 45.00000 38605.50| 43.00000 36889.70 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 380.000 SFT | 15.00000 5700.00| 10.00000 3800.00| 3.00000 1140.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 857.900 SYS | 4.98000 4272.34| 4.00000 3431.60| 6.00000 5147.40 SURFACE MILLING | | | 0036 801-01851 LUMP| 15560.00000 15560.00| 12500.00000 12500.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-06207 3255.000 LFT | 1.02000 3320.10| 1.04000 3385.20| 0.95000 3092.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 22.000 EACH| 73.00000 1606.00| 75.00000 1650.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 12.000 EACH| 34.00000 408.00| 34.50000 414.00| 30.00000 360.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1609544 |(8) 35-1381845 |(9) 35-1618530 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06775 LUMP| 3080.00000 3080.00| 6000.00000 6000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0041 808-06713 1496.000 LFT | 0.33000 493.68| 0.33000 493.68| 0.30000 448.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 1672.000 LFT | 0.33000 551.76| 0.33000 551.76| 0.30000 501.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06716 1395.000 LFT | 0.57000 795.15| 0.57000 795.15| 0.55000 767.25 LINE, REMOVE | | | SECTION TOTALS | $ 348,392.75| $ 359,716.97| $ 361,743.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,392.75| $ 359,716.97| $ 361,743.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3850.00000 3850.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 324.800 SYS | 26.00000 8444.80| | PAVEMENT, REMOVE | | | 0005 202-02241 492.000 LFT | 2.10000 1033.20| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 47415.57000 47415.57| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 266.700 SYS | 10.50000 2800.35| | SURFACE MILLING, ASPHALT | | | 0008 303-52308 110.500 TON | 28.00000 3094.00| | COMPACTED AGGREGATE, O, 53 | | | 0009 406-05521 1364.000 SYS | 0.03000 40.92| | ASPHALT FOR TACK COAT | | | 0010 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-04746 2.000 EACH| 4900.00000 9800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-94689 2.000 EACH| 2300.00000 4600.00| | GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 556.250 LFT | 10.00000 5562.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0014 602-06639 660.000 LFT | 27.00000 17820.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06729 24.000 EACH| 7.00000 168.00| | BARRIER DELINEATOR | | | 0016 610-05527 502.000 TON | 60.00000 30120.00| | HMA FOR APPROACHES | | | 0017 610-06259 331.500 SYS | 64.00000 21216.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0018 616-02320 36.000 SYS | 7.00000 252.00| | GEOTEXTILES | | | 0019 616-06405 186.000 TON | 27.00000 5022.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-01004 1.000 EACH| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 1000.000 SYS | 0.66000 660.00| | MULCHED SEEDING, R | | | 0022 702-04433 26.000 EACH| 45.00000 1170.00| | FLOOR DRAIN, PVC, 6 IN. | | | 0023 702-51005 1.500 CYS | 2000.00000 3000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 642.000 EACH| 12.00000 7704.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51032 25883.000 LBS | 0.65000 16823.95| | REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 32.000 EACH| 18.00000 576.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 30.900 CYS | 900.00000 27810.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 352.700 LFT | 38.00000 13402.60| | CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 2772.00000 2772.00| | SURFACE SEAL | | | 0031 722-51401 190.000 SFT | 27.00000 5130.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 857.900 SYS | 45.00000 38605.50| | BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 380.000 SFT | 20.00000 7600.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 722-60824 857.900 SYS | 12.00000 10294.80| | SURFACE MILLING | | | 0036 801-01851 LUMP| 22000.00000 22000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0037 801-06207 3255.000 LFT | 0.90000 2929.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 22.000 EACH| 65.00000 1430.00| | CONSTRUCTION SIGN, A | | | 0039 801-06645 12.000 EACH| 30.00000 360.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 551 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 364,197.30 ROUTE : SR 47 CALL ORDER : 551 CONTRACT ID : B -25859-A COUNTIES : BOONE LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06775 LUMP| 7000.00000 7000.00| | MAINTAINING TRAFFIC | | | 0041 808-06713 1496.000 LFT | 0.29000 433.84| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 1672.000 LFT | 0.29000 484.88| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-06716 1395.000 LFT | 0.50000 697.50| | LINE, REMOVE | | | SECTION TOTALS | $ 371,623.91| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,623.91| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N302003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 1,224,713.15 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION CONDITIONAL BID $ 1,249,000.00 101.9830% 3 36-2231526 WALSH CONSTR CO OF ILL $ 1,299,695.40 106.1224% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,438,251.58 117.4357% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|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 | | | 0001 105-01925 8.000 MOS | 2000.00000 16000.00| 1975.31000 15802.48| 2000.00000 16000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 8700.00000 8700.00| 15304.94000 15304.94| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 61157.75000 61157.75| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1285.000 SYS | 13.00000 16705.00| 7.73000 9933.05| 12.00000 15420.00 PAVEMENT, REMOVE | | | 0005 202-02241 2025.000 LFT | 2.80000 5670.00| 0.10000 202.50| 2.80000 5670.00 GUARDRAIL, REMOVE | | | 0006 202-02272 175.000 LFT | 6.30000 1102.50| 10.48000 1834.00| 12.00000 2100.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-03135 100.000 SFT | 56.65000 5665.00| 5.00000 500.00| 16.00000 1600.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51133 645.000 LFT | 2.60000 1677.00| 6.87000 4431.15| 6.00000 3870.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 209000.00000 209000.00| 167188.31000 167188.31| 171130.00000 171130.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 640.000 SYS | 6.55000 4192.00| 7.87000 5036.80| 10.00000 6400.00 SLOPEWALL, REMOVE | | | 0011 203-02000 240.700 CYS | 31.90000 7678.33| 20.73000 4989.71| 30.00000 7221.00 EXCAVATION, COMMON | | | 0012 211-02060 77.400 CYS | 32.60000 2523.24| 43.27000 3349.10| 45.00000 3483.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 426.100 TON | 23.50000 10013.35| 21.26000 9058.89| 16.71000 7120.13 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 503-05310 192.000 LFT | 98.75000 18960.00| 108.87000 20903.04| 96.81000 18587.52 TERMINAL JOINT | | | 0015 601-01522 6.000 EACH| 870.00000 5220.00| 1000.00000 6000.00| 230.55000 1383.30 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07024 1.000 EACH| 5950.00000 5950.00| 6600.00000 6600.00| 5950.00000 5950.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-92355 4.000 EACH| 70.00000 280.00| 30.00000 120.00| 70.00000 280.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0018 601-94689 2.000 EACH| 2075.00000 4150.00| 2200.00000 4400.00| 2075.00000 4150.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-94690 2.000 EACH| 3100.00000 6200.00| 3200.00000 6400.00| 3100.00000 6200.00 GUARDRAIL END TREATMENT, MS | | | 0020 601-97774 1.000 EACH| 950.00000 950.00| 700.00000 700.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 601-99105 200.000 LFT | 9.00000 1800.00| 11.00000 2200.00| 9.00000 1800.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 1170.000 LFT | 15.70000 18369.00| 13.11000 15338.70| 20.00000 23400.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 400.000 LFT | 12.70000 5080.00| 12.15000 4860.00| 13.00000 5200.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 40.000 EACH| 3.95000 158.00| 6.00000 240.00| 8.50000 340.00 BARRIER DELINEATOR | | | 0026 602-91266 43.000 LFT | 70.00000 3010.00| 64.54000 2775.22| 122.50000 5267.50 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0027 610-05527 1312.800 TON | 35.00000 45948.00| 35.00000 45948.00| 35.00000 45948.00 HMA FOR APPROACHES | | | 0029 610-06259 626.000 SYS | 44.25000 27700.50| 48.76000 30523.76| 48.18000 30160.68 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 611-52817 2.000 EACH| 7825.00000 15650.00| 19682.37000 39364.74| 7290.74000 14581.48 TEMPORARY CROSSOVER, B | | | 0031 616-02320 184.000 SYS | 2.50000 460.00| 3.05000 561.20| 2.23000 410.32 GEOTEXTILES | | | 0032 616-06405 127.800 TON | 25.15000 3214.17| 55.67000 7114.63| 32.30000 4127.94 RIPRAP, REVETMENT | | | 0033 616-06455 640.000 SYS | 39.00000 24960.00| 45.06000 28838.40| 39.35000 25184.00 SLOPEWALL | | | 0034 621-06574 400.000 SYS | 9.45000 3780.00| 9.42000 3768.00| 9.42000 3768.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 702-51110 2056.000 LBS | 2.30000 4728.80| 1.98000 4070.88| 2.53000 5201.68 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 256.000 EACH| 7.50000 1920.00| 7.44000 1904.64| 13.00000 3328.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 13303.000 LBS | 0.53000 7050.59| 0.62000 8247.86| 0.51000 6784.53 REINFORCING STEEL | | | 0038 703-51032 163442.000 LBS | 0.65000 106237.30| 0.68000 111140.56| 0.58000 94796.36 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 565.000 CYS | 425.50000 240407.50| 375.93000 212400.45| 500.00000 282500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1256.00000 5024.00| 1444.29000 5777.16| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51025 844.300 LFT | 32.00000 27017.60| 51.23000 43253.49| 56.00000 47280.80 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 11950.00000 11950.00| 11230.00000 11230.00| 11950.00000 11950.00 SURFACE SEAL | | | 0043 711-93035 LUMP| 50000.00000 50000.00| 21851.69000 21851.69| 18000.00000 18000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0044 711-96242 28.000 EACH| 272.00000 7616.00| 1090.78000 30541.84| 400.00000 11200.00 DIAPHRAGM, RESET | | | 0045 711-96800 768.000 EACH| 12.00000 9216.00| 5.29000 4062.72| 5.00000 3840.00 STUD SHEAR CONNECTOR | | | 0046 715-05955 418.000 LFT | 27.25000 11390.50| 87.29000 36487.22| 28.21000 11791.78 PIPE, FBC&L CSP, 0.109 IN. , 12 IN. | | | 0047 715-46000 2.000 EACH| 178.00000 356.00| 241.07000 482.14| 262.20000 524.40 PIPE END SECTION, 12 IN. | | | 0048 715-91361 57.000 LFT | 12.70000 723.90| 10.66000 607.62| 53.48000 3048.36 PIPE, PVC, 6 IN. | | | 0049 724-51925 202.000 LFT | 113.00000 22826.00| 122.94000 24833.88| 75.00000 15150.00 STRUCTURAL EXPANSION JOINT, SS | | | 0050 726-99095 32.000 EACH| 500.00000 16000.00| 573.03000 18336.96| 852.00000 27264.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0051 801-06203 2706.000 LFT | 0.20000 541.20| 0.17000 460.02| 0.21000 568.26 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 11557.000 LFT | 0.78000 9014.46| 0.82000 9476.74| 0.82000 9476.74 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06469 3592.000 LFT | 1.60000 5747.20| 0.82000 2945.44| 1.65000 5926.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0054 801-06606 16.000 EACH| 97.00000 1552.00| 140.00000 2240.00| 101.44000 1623.04 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 36-2231526 |ELLAS CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06640 49.000 EACH| 77.00000 3773.00| 119.00000 5831.00| 80.53000 3945.97 CONSTRUCTION SIGN, A | | | 0056 801-06645 5.000 EACH| 25.00000 125.00| 50.00000 250.00| 26.15000 130.75 CONSTRUCTION SIGN, B | | | 0057 801-06710 280.000 DAY | 12.00000 3360.00| 18.00000 5040.00| 12.55000 3514.00 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 26820.00000 26820.00| 47611.24000 47611.24| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0059 808-06711 886.000 LFT | 0.28000 248.08| 0.18000 159.48| 0.28000 248.08 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0060 808-06713 906.000 LFT | 0.28000 253.68| 0.18000 163.08| 0.28000 253.68 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 2850.000 LFT | 0.28000 798.00| 1.00000 2850.00| 0.28000 798.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 3168.000 LFT | 0.45000 1425.60| 0.60000 1900.80| 0.47000 1488.96 LINE, REMOVE | | | 0063 808-75996 12.000 EACH| 10.00000 120.00| 9.23000 110.76| 110.00000 1320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 12.000 EACH| 110.00000 1320.00| 226.90000 2722.80| 65.00000 780.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 202-60820 667.000 SYS | 7.50000 5002.50| 6.54000 4362.18| 4.30000 2868.10 SURFACE MILLING, ASPHALT | | | 0066 406-05520 1.000 TON | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 ASPHALT FOR TACK COAT | | | 0067 503-03489 96.000 EACH| 12.65000 1214.40| 20.60000 1977.60| 9.66000 927.36 RETROFITTED TIE BARS | | | 0068 503-05240 720.000 LFT | 8.75000 6300.00| 7.33000 5277.60| 9.62000 6926.40 D-1 CONTRACTION JOINT | | | 0069 502-06329 853.000 SYS | 45.75000 39024.75| 42.26000 36047.78| 41.84000 35689.52 PCCP, 12 IN. | | | 0070 601-99108 1550.000 LFT | 12.20000 18910.00| 16.00000 24800.00| 12.20000 18910.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0071 801-09133 4.000 EACH| 9980.00000 39920.00| 7500.00000 30000.00| 10437.24000 41748.96 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0072 808-75994 36.000 EACH| 14.25000 513.00| 100.00000 3600.00| 8.00000 288.00 PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 1,224,713.15| $ 1,249,000.00| $ 1,299,695.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,224,713.15| $ 1,249,000.00| $ 1,299,695.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 9000.00000 9000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1285.000 SYS | 15.00000 19275.00| | PAVEMENT, REMOVE | | | 0005 202-02241 2025.000 LFT | 2.80000 5670.00| | GUARDRAIL, REMOVE | | | 0006 202-02272 175.000 LFT | 10.00000 1750.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-03135 100.000 SFT | 20.00000 2000.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51133 645.000 LFT | 8.00000 5160.00| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 335394.13000 335394.13| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 640.000 SYS | 10.00000 6400.00| | SLOPEWALL, REMOVE | | | 0011 203-02000 240.700 CYS | 30.00000 7221.00| | EXCAVATION, COMMON | | | 0012 211-02060 77.400 CYS | 35.00000 2709.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 426.100 TON | 25.00000 10652.50| | COMPACTED AGGREGATE, O, 53 | | | 0014 503-05310 192.000 LFT | 75.00000 14400.00| | TERMINAL JOINT | | | 0015 601-01522 6.000 EACH| 870.00000 5220.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-07024 1.000 EACH| 5950.00000 5950.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 601-92355 4.000 EACH| 70.00000 280.00| | GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0018 601-94689 2.000 EACH| 2075.00000 4150.00| | GUARDRAIL END TREATMENT, OS | | | 0019 601-94690 2.000 EACH| 3100.00000 6200.00| | GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-97774 1.000 EACH| 950.00000 950.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 601-99105 200.000 LFT | 9.00000 1800.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 1170.000 LFT | 15.00000 17550.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 400.000 LFT | 15.00000 6000.00| | TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 40.000 EACH| 8.50000 340.00| | BARRIER DELINEATOR | | | 0026 602-91266 43.000 LFT | 100.00000 4300.00| | MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0027 610-05527 1312.800 TON | 40.00000 52512.00| | HMA FOR APPROACHES | | | 0029 610-06259 626.000 SYS | 50.00000 31300.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0030 611-52817 2.000 EACH| 2500.00000 5000.00| | TEMPORARY CROSSOVER, B | | | 0031 616-02320 184.000 SYS | 3.00000 552.00| | GEOTEXTILES | | | 0032 616-06405 127.800 TON | 30.00000 3834.00| | RIPRAP, REVETMENT | | | 0033 616-06455 640.000 SYS | 60.00000 38400.00| | SLOPEWALL | | | 0034 621-06574 400.000 SYS | 10.00000 4000.00| | SODDING | | | 0035 702-51110 2056.000 LBS | 3.50000 7196.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0036 702-51863 256.000 EACH| 10.00000 2560.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 13303.000 LBS | 0.75000 9977.25| | REINFORCING STEEL | | | 0038 703-51032 163442.000 LBS | 0.80000 130753.60| | REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 565.000 CYS | 500.00000 282500.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1800.00000 7200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51025 844.300 LFT | 30.00000 25329.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 709-51821 LUMP| 13000.00000 13000.00| | SURFACE SEAL | | | 0043 711-93035 LUMP| 15000.00000 15000.00| | JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0044 711-96242 28.000 EACH| 150.00000 4200.00| | DIAPHRAGM, RESET | | | 0045 711-96800 768.000 EACH| 2.00000 1536.00| | STUD SHEAR CONNECTOR | | | 0046 715-05955 418.000 LFT | 30.00000 12540.00| | PIPE, FBC&L CSP, 0.109 IN. , 12 IN. | | | 0047 715-46000 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 12 IN. | | | 0048 715-91361 57.000 LFT | 14.00000 798.00| | PIPE, PVC, 6 IN. | | | 0049 724-51925 202.000 LFT | 110.00000 22220.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0050 726-99095 32.000 EACH| 660.00000 21120.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0051 801-06203 2706.000 LFT | 0.20000 541.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 11557.000 LFT | 0.80000 9245.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06469 3592.000 LFT | 1.60000 5747.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0054 801-06606 16.000 EACH| 100.00000 1600.00| | BARRICADE, IIIB | | | 0055 801-06640 49.000 EACH| 80.00000 3920.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 5.000 EACH| 25.00000 125.00| | CONSTRUCTION SIGN, B | | | 0057 801-06710 280.000 DAY | 12.00000 3360.00| | FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0059 808-06711 886.000 LFT | 0.30000 265.80| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0060 808-06713 906.000 LFT | 0.30000 271.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 2850.000 LFT | 0.30000 855.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,249,572.79 ROUTE : SR 149 CALL ORDER : 561 CONTRACT ID : B -25908-A COUNTIES : PORTER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-06716 3168.000 LFT | 0.50000 1584.00| | LINE, REMOVE | | | 0063 808-75996 12.000 EACH| 12.00000 144.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 12.000 EACH| 65.00000 780.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 202-60820 667.000 SYS | 7.50000 5002.50| | SURFACE MILLING, ASPHALT | | | 0066 406-05520 1.000 TON | 800.00000 800.00| | ASPHALT FOR TACK COAT | | | 0067 503-03489 96.000 EACH| 15.00000 1440.00| | RETROFITTED TIE BARS | | | 0068 503-05240 720.000 LFT | 14.00000 10080.00| | D-1 CONTRACTION JOINT | | | 0069 502-06329 853.000 SYS | 50.00000 42650.00| | PCCP, 12 IN. | | | 0070 601-99108 1550.000 LFT | 12.00000 18600.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0071 801-09133 4.000 EACH| 10000.00000 40000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0072 808-75994 36.000 EACH| 15.00000 540.00| | PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 1,438,251.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,438,251.58| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,759.98 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -25910-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/19/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0657223 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 728,909.78 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 747,493.65 102.5495% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, 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 105-01925 8.000 MOS | 1500.00000 12000.00| 1000.00000 8000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 38400.00000 38400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 135.000 m2 | 15.00000 2025.00| 20.00000 2700.00| PAVEMENT, REMOVE | | | 0005 202-02241 529.200 m | 12.00000 6350.40| 6.00000 3175.20| GUARDRAIL, REMOVE | | | 0006 202-02277 550.000 m | 22.97000 12633.50| 7.00000 3850.00| GUTTER, LIP, REMOVE | | | 0007 202-51133 200.200 m | 6.56000 1313.31| 4.00000 800.80| RAILING, REMOVE | | | 0008 202-51328 LUMP| 50000.00000 50000.00| 96500.00000 96500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 5.500 m2 | 50.91000 280.01| 125.00000 687.50| SLOPEWALL, REMOVE | | | 0010 202-60820 276.000 m2 | 5.00000 1380.00| 3.40000 938.40| SURFACE MILLING, ASPHALT | | | 0011 202-60822 756.700 m2 | 4.00000 3026.80| 2.90000 2194.43| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-91385 8.000 EACH| 200.00000 1600.00| 275.00000 2200.00| INLET, REMOVE | | | 0013 203-02000 2656.000 m3 | 9.16000 24328.96| 13.00000 34528.00| EXCAVATION, COMMON | | | 0014 203-02080 2.200 km | 6818.18000 15000.00| 6500.00000 14300.00| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,759.98 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -25910-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02224 772.000 m | 6.00000 4632.00| 5.00000 3860.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 211-02060 45.000 m3 | 31.47000 1416.15| 39.00000 1755.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 3840.000 Mg | 18.74000 71961.60| 12.00000 46080.00| COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 2346.000 Mg | 54.00000 126684.00| 44.00000 103224.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 847.000 Mg | 52.00000 44044.00| 46.00000 38962.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 412.000 Mg | 68.00000 28016.00| 62.00000 25544.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05487 133.000 Mg | 60.00000 7980.00| 51.00000 6783.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0022 402-05490 61.000 Mg | 89.00000 5429.00| 82.00000 5002.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0023 405-05517 9.100 Mg | 350.00000 3185.00| 330.00000 3003.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 3.200 Mg | 340.00000 1088.00| 235.00000 752.00| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1344.00000 5376.00| 1350.00000 5400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06037 4.000 EACH| 560.00000 2240.00| 650.00000 2600.00| GUARDRAIL END TREATMENT, I | | | 0027 601-99105 493.395 m | 32.00000 15788.64| 29.00000 14308.46| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 10.000 EACH| 15.00000 150.00| 7.50000 75.00| BARRIER DELINEATOR | | | 0029 605-05523 538.000 m | 20.00000 10760.00| 16.50000 8877.00| CURB, HMA | | | 0030 605-06095 26.000 m | 65.00000 1690.00| 40.00000 1040.00| CURB, INTEGRAL, B, CONCRETE | | | 0031 605-94811 16.000 EACH| 400.00000 6400.00| 600.00000 9600.00| CURB TURNOUT | | | 0032 610-06257 193.400 m2 | 53.75000 10395.25| 56.00000 10830.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 616-02320 450.000 m2 | 3.60000 1620.00| 5.10000 2295.00| GEOTEXTILES | | | 0034 616-06405 361.000 Mg | 26.46000 9552.06| 23.50000 8483.50| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,759.98 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -25910-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-51367 5.500 m2 | 127.00000 698.50| 150.00000 825.00| SLOPEWALL, CONCRETE, 100 mm | | | 0036 619-04414 4.000 EACH| 400.00000 1600.00| 325.00000 1300.00| DRAIN EXTENSION | | | 0037 621-01004 1.000 EACH| 500.00000 500.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 2230.000 m2 | 0.72000 1605.60| 0.70000 1561.00| MULCHED SEEDING, R | | | 0039 621-06567 40.000 kL | 0.70000 28.00| 0.70000 28.00| WATER | | | 0040 702-51110 288.800 kg | 6.62000 1911.86| 4.70000 1357.36| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0041 702-51863 300.000 EACH| 6.00000 1800.00| 8.00000 2400.00| FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-93722 11.500 m3 | 520.00000 5980.00| 500.00000 5750.00| CONCRETE, C MUDWALL | | | 0043 703-06029 20328.000 kg | 1.20000 24393.60| 1.75000 35574.00| REINFORCING BARS, EPOXY COATED | | | 0044 704-51002 38.100 m3 | 787.40000 29999.94| 725.00000 27622.50| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 51.900 m3 | 400.00000 20760.00| 365.00000 18943.50| CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 4400.00000 4400.00| 4500.00000 4500.00| SURFACE SEAL | | | 0048 711-51864 8.000 EACH| 200.00000 1600.00| 25.00000 200.00| DRILLED HOLE | | | 0049 711-90275 332.000 EACH| 7.00000 2324.00| 9.00000 2988.00| WELDED STUD, 19 mm x 150 mm | | | 0050 715-05149 46.000 m | 65.00000 2990.00| 55.00000 2530.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-46000 2.000 EACH| 150.00000 300.00| 170.00000 340.00| PIPE END SECTION, 300 mm | | | 0052 720-45025 2.000 EACH| 1000.00000 2000.00| 900.00000 1800.00| INLET, D6 | | | 0053 722-51401 100.000 m2 | 30.00000 3000.00| 240.00000 24000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 809.100 m2 | 46.00000 37218.60| 36.00000 29127.60| BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 825,759.98 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -25910-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 722-51846 1.200 m3 | 395.00000 474.00| 395.00000 474.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 250.000 m2 | 54.00000 13500.00| 100.00000 25000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 724-03276 25.600 m | 200.00000 5120.00| 210.00000 5376.00| EXPANSION JOINT SEALING SYSTEM | | | 0058 801-03290 2.000 EACH| 250.00000 500.00| 110.00000 220.00| CONSTRUCTION SIGN, C | | | 0059 801-06605 8.000 EACH| 100.00000 800.00| 75.00000 600.00| BARRICADE, IIIA | | | 0060 801-06606 8.000 EACH| 125.00000 1000.00| 85.00000 680.00| BARRICADE, IIIB | | | 0061 801-06625 49.000 EACH| 80.00000 3920.00| 70.00000 3430.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 32.000 EACH| 170.00000 5440.00| 85.00000 2720.00| CONSTRUCTION SIGN, A | | | 0063 801-06645 3.000 EACH| 80.00000 240.00| 28.00000 84.00| CONSTRUCTION SIGN, B | | | 0064 801-06710 90.000 DAY | 20.00000 1800.00| 14.50000 1305.00| FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0066 808-06713 930.000 m | 1.00000 930.00| 0.65000 604.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0067 808-06714 930.000 m | 1.00000 930.00| 0.65000 604.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 728,909.78| $ 747,493.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 728,909.78| $ 747,493.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 573 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 617,248.58 ROUTE : SR 10 CALL ORDER : 573 CONTRACT ID : B -25911-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1881013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 605,414.00 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 651,523.97 107.6162% 3 35-1489621 HRP CONSTRUCTION, INC. $ 775,494.53 128.0932% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1068009 |(3) 35-1489621 |WIRTZ & YATES, INC. |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 1400.00000 7000.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 27000.00000 27000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 72.200 m | 3.00000 216.60| 11.00000 794.20| 20.00000 1444.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 14.00000 2828.00| 10.00000 2020.00| 8.00000 1616.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1320.700 m3 | 10.50000 13867.35| 15.00000 19810.50| 15.00000 19810.50 EXCAVATION, COMMON | | | 0009 203-02045 616.000 m3 | 6.54000 4028.64| 10.00000 6160.00| 6.00000 3696.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02234 1.000 EACH| 110.00000 110.00| 100.00000 100.00| 90.00000 90.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-06931 13.000 Mg | 32.31000 420.03| 30.00000 390.00| 40.00000 520.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 52.000 m | 28.00000 1456.00| 23.60000 1227.20| 22.46000 1167.92 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 600.000 m | 7.00000 4200.00| 5.45000 3270.00| 5.20000 3120.00 TEMPORARY SILT FENCE | | | 0014 211-02050 85.600 m3 | 26.17000 2240.15| 40.00000 3424.00| 16.00000 1369.60 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 573 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 617,248.58 ROUTE : SR 10 CALL ORDER : 573 CONTRACT ID : B -25911-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1068009 |(3) 35-1489621 |WIRTZ & YATES, INC. |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 1.600 m3 | 50.00000 80.00| 100.00000 160.00| 16.00000 25.60 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 275.000 m3 | 176.00000 48400.00| 95.00000 26125.00| 60.00000 16500.00 FLOWABLE MORTAR | | | 0017 303-52308 1375.000 Mg | 19.00000 26125.00| 17.50000 24062.50| 22.00000 30250.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 1391.300 Mg | 50.00000 69565.00| 47.25000 65738.93| 44.30000 61634.59 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 509.000 Mg | 52.00000 26468.00| 57.75000 29394.75| 52.20000 26569.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 301.600 Mg | 65.00000 19604.00| 68.25000 20584.20| 61.50000 18548.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 294.200 Mg | 62.00000 18240.40| 47.25000 13900.95| 57.30000 16857.66 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1442.000 m2 | 4.00000 5768.00| 4.85000 6993.70| 5.00000 7210.00 SEAL COAT, 2 | | | 0023 405-05518 1090.000 m2 | 1.73000 1885.70| 1.35000 1471.50| 1.25000 1362.50 ASPHALT FOR PRIME COAT | | | 0024 406-05521 8318.000 m2 | 0.25000 2079.50| 0.25000 2079.50| 0.10000 831.80 ASPHALT FOR TACK COAT | | | 0025 601-02800 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 800.00000 3200.00 GUARDRAIL TRANSITION, TGT | | | 0026 601-94689 4.000 EACH| 2300.00000 9200.00| 2152.00000 8608.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97080 4.000 EACH| 2415.00000 9660.00| 2221.00000 8884.00| 2000.00000 8000.00 TEMPORARY GUARDRAIL END TREATMENT, OS , | | | FOR TEMPORARY BRIDGE APPROACHES | | | 0028 601-97774 1.000 EACH| 1200.00000 1200.00| 945.00000 945.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 207.600 m | 34.50000 7162.20| 31.50000 6539.40| 30.00000 6228.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-06065 50.000 m | 58.19000 2909.50| 60.40000 3020.00| 48.00000 2400.00 FENCE, CHAIN LINK, RESET | | | 0031 603-98339 37.000 m | 30.74000 1137.38| 28.80000 1065.60| 50.00000 1850.00 FENCE, CHAIN LINK, 1820 mm, TEMPORARY | | | 0032 615-06490 8.000 EACH| 130.00000 1040.00| 119.70000 957.60| 150.00000 1200.00 RIGHT OF WAY MARKER | | | 0033 616-02320 200.000 m2 | 4.18000 836.00| 3.00000 600.00| 3.00000 600.00 GEOTEXTILES | | | 0034 616-06405 286.900 Mg | 26.43000 7582.77| 20.00000 5738.00| 30.00000 8607.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 573 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 617,248.58 ROUTE : SR 10 CALL ORDER : 573 CONTRACT ID : B -25911-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1068009 |(3) 35-1489621 |WIRTZ & YATES, INC. |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 2.000 EACH| 600.00000 1200.00| 525.00000 1050.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 1319.000 m2 | 0.80000 1055.20| 0.70000 923.30| 0.67000 883.73 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-01882 41.000 kg | 11.95000 489.95| 10.50000 430.50| 9.96000 408.36 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0038 621-01956 25.000 kg | 11.75000 293.75| 10.75000 268.75| 10.22000 255.50 SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 0.100 Mg | 793.00000 79.30| 728.00000 72.80| 693.00000 69.30 FERTILIZER | | | 0040 621-06548 1.200 kg | 65.00000 78.00| 57.50000 69.00| 55.00000 66.00 SEED MIXTURE, CV | | | 0041 621-06559 1020.000 m2 | 0.70000 714.00| 0.65000 663.00| 0.61000 622.20 MULCHED SEEDING, R | | | 0042 621-06565 2.000 Mg | 850.00000 1700.00| 800.00000 1600.00| 763.00000 1526.00 MULCHING MATERIAL | | | 0043 621-52448 4.000 EACH| 50.00000 200.00| 26.25000 105.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0044 622-52436 3.000 EACH| 50.00000 150.00| 26.25000 78.75| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 60.000 EACH| 10.70000 642.00| 9.75000 585.00| 9.30000 558.00 SEEDLING | | | 0046 622-98200 4.000 EACH| 50.00000 200.00| 26.25000 105.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0047 703-51032 591.000 kg | 2.50000 1477.50| 3.00000 1773.00| 1.29000 762.39 REINFORCING STEEL, EPOXY COATED | | | 0048 706-98353 16.800 m | 539.00000 9055.20| 515.00000 8652.00| 440.00000 7392.00 RAILING, CURB MOUNT, 2 TUBE | | | 0049 713-51335 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 42000.00000 42000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0050 713-99365 122.000 m | 22.40000 2732.80| 21.00000 2562.00| 22.00000 2684.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0051 714-03437 47.800 m2 | 502.00000 23995.60| 251.05000 12000.19| 500.00000 23900.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0052 714-44240 3.500 m3 | 1000.00000 3500.00| 850.00000 2975.00| 600.00000 2100.00 CONCRETE, A, STRUCTURES | | | 0053 715-05048 30.000 m | 70.00000 2100.00| 46.50000 1395.00| 30.00000 900.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05049 30.000 m | 70.00000 2100.00| 49.00000 1470.00| 33.00000 990.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 573 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 617,248.58 ROUTE : SR 10 CALL ORDER : 573 CONTRACT ID : B -25911-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1068009 |(3) 35-1489621 |WIRTZ & YATES, INC. |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05051 30.000 m | 60.00000 1800.00| 50.50000 1515.00| 36.00000 1080.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0056 715-05173 12.600 m | 100.00000 1260.00| 90.00000 1134.00| 100.00000 1260.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-05219 2.000 m | 70.00000 140.00| 250.00000 500.00| 75.00000 150.00 PIPE, TYPE 5, CIRCULAR, 450 mm | | | 0058 715-46020 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 400.00000 800.00 PIPE END SECTION, 600 mm | | | 0059 720-44000 1.000 EACH| 100.00000 100.00| 400.00000 400.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0060 723-06969 12.900 m | 8139.53000 104999.94| 15890.00000 204981.00| 22500.00000 290250.00 STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 3400 mm 2700 mm | | | 0061 801-04308 2.000 EACH| 420.00000 840.00| 125.00000 250.00| 118.00000 236.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 1449.000 m | 1.00000 1449.00| 0.55000 796.95| 0.52000 753.48 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 2212.000 m | 3.68000 8140.16| 2.70000 5972.40| 2.58000 5706.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06605 8.000 EACH| 150.00000 1200.00| 0.83000 6.64| 79.00000 632.00 BARRICADE, IIIA | | | 0065 801-06606 4.000 EACH| 160.00000 640.00| 100.00000 400.00| 95.00000 380.00 BARRICADE, IIIB | | | 0066 801-06640 19.000 EACH| 140.00000 2660.00| 75.60000 1436.40| 72.00000 1368.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 14.000 EACH| 80.00000 1120.00| 23.10000 323.40| 22.00000 308.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 7000.00000 7000.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0069 802-76055 4.300 m | 21.60000 92.88| 11.20000 48.16| 10.66000 45.84 SIGN POST, A | | | 0070 802-96915 LUMP| 600.00000 600.00| 260.00000 260.00| 247.00000 247.00 SIGN, RELOCATE | | | 0071 804-06725 12.000 EACH| 24.00000 288.00| 14.10000 169.20| 13.45000 161.40 DELINEATOR WITH POST, D1, 75 mm | | | 0072 808-06703 910.000 m | 1.55000 1410.50| 0.40000 364.00| 0.38000 345.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06716 120.000 m | 5.00000 600.00| 1.55000 186.00| 1.48000 177.60 LINE, REMOVE | | | 0074 808-75240 120.000 m | 1.50000 180.00| 0.40000 48.00| 0.38000 45.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 573 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 617,248.58 ROUTE : SR 10 CALL ORDER : 573 CONTRACT ID : B -25911-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1068009 |(3) 35-1489621 |WIRTZ & YATES, INC. |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-75998 19.000 EACH| 80.00000 1520.00| 110.00000 2090.00| 105.00000 1995.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 605,414.00| $ 651,523.97| $ 775,494.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 605,414.00| $ 651,523.97| $ 775,494.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0813010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 572,795.64 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 582,974.52 101.7770% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 619,627.69 108.1760% 4 35-1523985 WIRTZ & YATES, INC. $ 681,037.14 118.8970% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 686,299.76 119.8158% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 701,981.16 122.5535% 7 35-1212938 ATLAS EXCAVATING, INC. $ 724,397.70 126.4670% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 731,859.46 127.7697% 9 35-1673827 HENDERSON, H.E., INC. $ 875,623.46 152.8683% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1315965 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 800.00000 5600.00| 725.00000 5075.00| 1800.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10500.00000 10500.00| 11350.00000 11350.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25600.00000 25600.00| 9825.00000 9825.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11400.00000 11400.00| 735.00000 735.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 680.000 m2 | 2.00000 1360.00| 6.60000 4488.00| 11.00000 7480.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 10850.00000 10850.00| 11070.00000 11070.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1632.000 m2 | 2.50000 4080.00| 2.45000 3998.40| 4.00000 6528.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1544.000 m3 | 18.00000 27792.00| 14.10000 21770.40| 15.00000 23160.00 EXCAVATION, COMMON | | | 0009 203-02045 1350.000 m3 | 6.00000 8100.00| 21.35000 28822.50| 7.50000 10125.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 60.00000 120.00| 62.50000 125.00| 60.00000 120.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 228.000 Mg | 5.00000 1140.00| 8.00000 1824.00| 18.00000 4104.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1315965 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06937 305.000 m | 6.00000 1830.00| 6.00000 1830.00| 6.00000 1830.00 TEMPORARY SILT FENCE | | | 0013 211-02060 243.000 m3 | 16.00000 3888.00| 27.45000 6670.35| 29.00000 7047.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 186.000 m3 | 65.00000 12090.00| 79.30000 14749.80| 67.00000 12462.00 FLOWABLE MORTAR | | | 0015 303-52308 1715.000 Mg | 15.50000 26582.50| 16.50000 28297.50| 17.50000 30012.50 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 436.000 Mg | 47.00000 20492.00| 48.00000 20928.00| 43.00000 18748.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 212.000 Mg | 45.00000 9540.00| 45.85000 9720.20| 43.00000 9116.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 184.000 Mg | 51.00000 9384.00| 52.10000 9586.40| 50.00000 9200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 444.000 Mg | 41.00000 18204.00| 41.70000 18514.80| 38.00000 16872.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 123.000 Mg | 51.00000 6273.00| 52.10000 6408.30| 51.00000 6273.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05518 4085.000 m2 | 0.50000 2042.50| 0.50000 2042.50| 0.55000 2246.75 ASPHALT FOR PRIME COAT | | | 0022 406-05521 7164.000 m2 | 0.20000 1432.80| 0.21000 1504.44| 0.25000 1791.00 ASPHALT FOR TACK COAT | | | 0023 601-02206 148.590 m | 35.00000 5200.65| 29.20000 4338.83| 28.00000 4160.52 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-02800 4.000 EACH| 950.00000 3800.00| 990.00000 3960.00| 950.00000 3800.00 GUARDRAIL TRANSITION, TGT | | | 0025 601-94689 4.000 EACH| 1860.00000 7440.00| 1940.00000 7760.00| 1860.00000 7440.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| 1100.00000 4400.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 198.120 m | 33.00000 6537.96| 34.40000 6815.33| 33.00000 6537.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 909.000 Mg | 50.00000 45450.00| 49.00000 44541.00| 45.00000 40905.00 HMA FOR APPROACHES | | | 0029 611-06497 1.000 EACH| 105.00000 105.00| 110.00000 110.00| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 22.000 EACH| 108.00000 2376.00| 113.00000 2486.00| 108.00000 2376.00 RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH| 595.00000 1785.00| 620.00000 1860.00| 595.00000 1785.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1315965 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06527 1.000 EACH| 650.00000 650.00| 675.00000 675.00| 650.00000 650.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 483.000 m2 | 2.00000 966.00| 3.75000 1811.25| 2.25000 1086.75 GEOTEXTILES | | | 0034 616-05688 364.000 Mg | 40.00000 14560.00| 36.40000 13249.60| 37.50000 13650.00 RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 475.00000 950.00| 500.00000 1000.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 2981.000 m2 | 0.35000 1043.35| 0.32000 953.92| 0.31000 924.11 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06559 2981.000 m2 | 0.60000 1788.60| 0.55000 1639.55| 0.54000 1609.74 MULCHED SEEDING, R | | | 0038 621-06567 20.000 kL | 0.60000 12.00| 0.50000 10.00| 0.55000 11.00 WATER | | | 0039 621-06574 214.000 m2 | 4.00000 856.00| 4.00000 856.00| 3.83000 819.62 SODDING | | | 0040 621-06575 1110.000 m2 | 4.00000 4440.00| 4.00000 4440.00| 3.83000 4251.30 SODDING, NURSERY | | | 0041 713-51335 LUMP| 81500.00000 81500.00| 41400.00000 41400.00| 64000.00000 64000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0042 715-03475 2.000 EACH| 100.00000 200.00| 220.00000 440.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 715-05119 21.500 m | 100.00000 2150.00| 102.00000 2193.00| 105.00000 2257.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0046 719-35020 15.000 m | 10.00000 150.00| 42.80000 642.00| 73.00000 1095.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0047 719-35025 15.000 m | 10.00000 150.00| 44.15000 662.25| 79.00000 1185.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0048 723-06660 116.400 m2 | 360.00000 41904.00| 540.00000 62856.00| 550.00000 64020.00 WINGWALL | | | 0050 801-04308 3.000 EACH| 200.00000 600.00| 208.00000 624.00| 200.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 12.000 EACH| 55.00000 660.00| 57.40000 688.80| 55.00000 660.00 BARRICADE, IIIA | | | 0052 801-06606 2.000 EACH| 65.00000 130.00| 67.75000 135.50| 65.00000 130.00 BARRICADE, IIIB | | | 0053 801-06625 2.000 EACH| 73.00000 146.00| 76.00000 152.00| 73.00000 146.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1315965 |(3) 35-0918397 |HUNT PAVING COMPANY, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 18.000 EACH| 77.00000 1386.00| 80.00000 1440.00| 77.00000 1386.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 8.000 EACH| 42.00000 336.00| 43.75000 350.00| 42.00000 336.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 5000.00000 5000.00| 6815.00000 6815.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0057 802-02489 14.000 m | 33.00000 462.00| 34.40000 481.60| 33.00000 462.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 0.810 m2 | 168.00000 136.08| 175.00000 141.75| 168.00000 136.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 808-01153 726.000 m | 1.00000 726.00| 1.00000 726.00| 0.90000 653.40 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0060 808-01154 2524.000 m | 1.00000 2524.00| 1.00000 2524.00| 0.90000 2271.60 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06706 3.600 m | 75.00000 270.00| 78.00000 280.80| 75.00000 270.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0062 808-06712 315.000 m | 1.40000 441.00| 1.45000 456.75| 1.40000 441.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 2524.000 m | 1.40000 3533.60| 1.45000 3659.80| 1.40000 3533.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06716 366.000 m | 2.50000 915.00| 2.60000 951.60| 2.50000 915.00 LINE, REMOVE | | | 0065 808-75996 53.000 EACH| 12.00000 636.00| 19.00000 1007.00| 8.00000 424.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 53.000 EACH| 60.00000 3180.00| 66.70000 3535.10| 70.00000 3710.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 706-06347 30.340 m | 290.00000 8798.60| 300.00000 9102.00| 289.00000 8768.26 RAILING, CF-1 | | | 0068 723-06927 18.500 m | 5200.00000 96200.00| 6555.00000 121267.50| 6900.00000 127650.00 STRUCTURE, PRECAST THREE-SIDED, , 4870 | | | mm X 3350 mm | | | SECTION TOTALS | $ 572,795.64| $ 582,974.52| $ 619,627.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 572,795.64| $ 582,974.52| $ 619,627.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 |(6) 35-1381845 |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, 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 105-06790 7.000 MOS | 1400.00000 9800.00| 1210.00000 8470.00| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 9900.00000 9900.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 34500.00000 34500.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 7400.00000 7400.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 680.000 m2 | 14.50000 9860.00| 16.50000 11220.00| 21.00000 14280.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 16800.00000 16800.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1632.000 m2 | 3.00000 4896.00| 3.08000 5026.56| 2.50000 4080.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1544.000 m3 | 7.85000 12120.40| 11.00000 16984.00| 10.00000 15440.00 EXCAVATION, COMMON | | | 0009 203-02045 1350.000 m3 | 6.54000 8829.00| 13.20000 17820.00| 5.00000 6750.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 600.00000 1200.00| 60.50000 121.00| 69.00000 138.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 228.000 Mg | 27.50000 6270.00| 24.20000 5517.60| 10.00000 2280.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 305.000 m | 7.00000 2135.00| 6.60000 2013.00| 6.50000 1982.50 TEMPORARY SILT FENCE | | | 0013 211-02060 243.000 m3 | 20.00000 4860.00| 27.50000 6682.50| 20.00000 4860.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 186.000 m3 | 143.00000 26598.00| 88.00000 16368.00| 100.00000 18600.00 FLOWABLE MORTAR | | | 0015 303-52308 1715.000 Mg | 18.50000 31727.50| 17.60000 30184.00| 20.00000 34300.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 436.000 Mg | 53.00000 23108.00| 50.60000 22061.60| 50.60000 22061.60 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 212.000 Mg | 51.00000 10812.00| 48.40000 10260.80| 48.40000 10260.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 184.000 Mg | 58.00000 10672.00| 55.00000 10120.00| 55.00000 10120.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 444.000 Mg | 46.00000 20424.00| 44.00000 19536.00| 44.00000 19536.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 123.000 Mg | 57.50000 7072.50| 55.00000 6765.00| 55.00000 6765.00 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 |(6) 35-1381845 |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 4085.000 m2 | 0.60000 2451.00| 0.55000 2246.75| 0.55000 2246.75 ASPHALT FOR PRIME COAT | | | 0022 406-05521 7164.000 m2 | 0.25000 1791.00| 0.22000 1576.08| 0.24000 1719.36 ASPHALT FOR TACK COAT | | | 0023 601-02206 148.590 m | 21.00000 3120.39| 20.90000 3105.53| 21.00000 3120.39 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-02800 4.000 EACH| 1100.00000 4400.00| 1061.50000 4246.00| 1110.00000 4440.00 GUARDRAIL TRANSITION, TGT | | | 0025 601-94689 4.000 EACH| 2190.00000 8760.00| 2150.50000 8602.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 4875.00000 19500.00| 2145.00000 8580.00| 2250.00000 9000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 198.120 m | 32.66000 6470.60| 31.90000 6320.03| 32.50000 6438.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 909.000 Mg | 54.00000 49086.00| 55.00000 49995.00| 51.70000 46995.30 HMA FOR APPROACHES | | | 0029 611-06497 1.000 EACH| 200.00000 200.00| 220.00000 220.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 22.000 EACH| 140.00000 3080.00| 114.40000 2516.80| 120.00000 2640.00 RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH| 500.00000 1500.00| 467.50000 1402.50| 490.00000 1470.00 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 500.00000 500.00| 440.00000 440.00| 460.00000 460.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 483.000 m2 | 4.79000 2313.57| 2.20000 1062.60| 3.60000 1738.80 GEOTEXTILES | | | 0034 616-05688 364.000 Mg | 50.00000 18200.00| 44.00000 16016.00| 35.00000 12740.00 RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 600.00000 1200.00| 440.00000 880.00| 546.00000 1092.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 2981.000 m2 | 0.36000 1073.16| 0.33000 983.73| 0.35000 1043.35 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06559 2981.000 m2 | 0.60000 1788.60| 0.44000 1311.64| 0.62000 1848.22 MULCHED SEEDING, R | | | 0038 621-06567 20.000 kL | 0.60000 12.00| 5.50000 110.00| 0.63000 12.60 WATER | | | 0039 621-06574 214.000 m2 | 6.00000 1284.00| 5.50000 1177.00| 4.40000 941.60 SODDING | | | 0040 621-06575 1110.000 m2 | 6.00000 6660.00| 5.50000 6105.00| 4.40000 4884.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 |(6) 35-1381845 |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 713-51335 LUMP| 55000.00000 55000.00| 80140.00000 80140.00| 72250.00000 72250.00 TEMPORARY BRIDGE AND APPROACHES | | | 0042 715-03475 2.000 EACH| 200.00000 400.00| 385.00000 770.00| 250.00000 500.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 715-05119 21.500 m | 60.00000 1290.00| 77.00000 1655.50| 60.00000 1290.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0046 719-35020 15.000 m | 39.00000 585.00| 110.00000 1650.00| 60.00000 900.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0047 719-35025 15.000 m | 35.00000 525.00| 110.00000 1650.00| 60.00000 900.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0048 723-06660 116.400 m2 | 601.37000 69999.47| 728.20000 84762.48| 754.00000 87765.60 WINGWALL | | | 0050 801-04308 3.000 EACH| 400.00000 1200.00| 220.00000 660.00| 230.00000 690.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 12.000 EACH| 110.00000 1320.00| 60.50000 726.00| 63.00000 756.00 BARRICADE, IIIA | | | 0052 801-06606 2.000 EACH| 100.00000 200.00| 71.50000 143.00| 75.00000 150.00 BARRICADE, IIIB | | | 0053 801-06625 2.000 EACH| 110.00000 220.00| 80.30000 160.60| 84.00000 168.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 18.000 EACH| 120.00000 2160.00| 84.70000 1524.60| 88.50000 1593.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 8.000 EACH| 80.00000 640.00| 46.20000 369.60| 48.00000 384.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 20000.00000 20000.00| 5500.00000 5500.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0057 802-02489 14.000 m | 50.00000 700.00| 33.00000 462.00| 38.00000 532.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 0.810 m2 | 400.00000 324.00| 385.00000 311.85| 400.00000 324.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 808-01153 726.000 m | 1.04000 755.04| 1.10000 798.60| 0.98000 711.48 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0060 808-01154 2524.000 m | 1.04000 2624.96| 1.10000 2776.40| 0.98000 2473.52 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06706 3.600 m | 85.00000 306.00| 82.50000 297.00| 20.70000 74.52 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 |(6) 35-1381845 |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-06712 315.000 m | 12.00000 3780.00| 1.54000 485.10| 0.58000 182.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 2524.000 m | 12.00000 30288.00| 1.54000 3886.96| 0.58000 1463.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06716 366.000 m | 2.80000 1024.80| 2.75000 1006.50| 3.00000 1098.00 LINE, REMOVE | | | 0065 808-75996 53.000 EACH| 20.00000 1060.00| 11.00000 583.00| 15.00000 795.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 53.000 EACH| 80.00000 4240.00| 70.40000 3731.20| 33.35000 1767.55 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 706-06347 30.340 m | 383.00000 11620.22| 385.00000 11680.90| 380.00000 11529.20 RAILING, CF-1 | | | 0068 723-06927 18.500 m | 4054.05000 74999.93| 5725.50000 105921.75| 7335.00000 135697.50 STRUCTURE, PRECAST THREE-SIDED, , 4870 | | | mm X 3350 mm | | | SECTION TOTALS | $ 681,037.14| $ 686,299.76| $ 701,981.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 681,037.14| $ 686,299.76| $ 701,981.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-1673827 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1100.00000 7700.00| 1495.00000 10465.00| 1000.00000 7000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 9995.00000 9995.00| 19532.00000 19532.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36500.00000 36500.00| 36527.00000 36527.00| 68903.75000 68903.75 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 18226.00000 18226.00| 3407.60000 3407.60 CLEARING RIGHT OF WAY | | | 0005 202-02240 680.000 m2 | 10.50000 7140.00| 7.95000 5406.00| 5.38000 3658.40 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 18500.00000 18500.00| 15000.00000 15000.00| 28335.00000 28335.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1632.000 m2 | 1.70000 2774.40| 2.80000 4569.60| 3.45000 5630.40 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1544.000 m3 | 13.80000 21307.20| 21.45000 33118.80| 17.87000 27591.28 EXCAVATION, COMMON | | | 0009 203-02045 1350.000 m3 | 4.90000 6615.00| 8.50000 11475.00| 32.00000 43200.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 2.000 EACH| 90.00000 180.00| 62.40000 124.80| 63.00000 126.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 228.000 Mg | 21.00000 4788.00| 20.00000 4560.00| 46.95000 10704.60 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 305.000 m | 5.00000 1525.00| 5.85000 1784.25| 5.90000 1799.50 TEMPORARY SILT FENCE | | | 0013 211-02060 243.000 m3 | 26.00000 6318.00| 30.00000 7290.00| 29.52000 7173.36 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 186.000 m3 | 100.00000 18600.00| 120.00000 22320.00| 99.17000 18445.62 FLOWABLE MORTAR | | | 0015 303-52308 1715.000 Mg | 16.50000 28297.50| 18.00000 30870.00| 19.51000 33459.65 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 436.000 Mg | 48.00000 20928.00| 43.20000 18835.20| 49.49000 21577.64 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 212.000 Mg | 46.00000 9752.00| 51.60000 10939.20| 48.64000 10311.68 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 184.000 Mg | 52.00000 9568.00| 55.55000 10221.20| 55.32000 10178.88 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 444.000 Mg | 42.00000 18648.00| 41.75000 18537.00| 43.16000 19163.04 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 123.000 Mg | 52.00000 6396.00| 58.95000 7250.85| 52.50000 6457.50 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-1673827 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 4085.000 m2 | 0.60000 2451.00| 0.80000 3268.00| 0.53000 2165.05 ASPHALT FOR PRIME COAT | | | 0022 406-05521 7164.000 m2 | 0.25000 1791.00| 0.30000 2149.20| 0.21000 1504.44 ASPHALT FOR TACK COAT | | | 0023 601-02206 148.590 m | 19.50000 2897.51| 29.40000 4368.55| 19.32000 2870.76 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0024 601-02800 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1013.25000 4053.00 GUARDRAIL TRANSITION, TGT | | | 0025 601-94689 4.000 EACH| 2200.00000 8800.00| 2305.00000 9220.00| 2052.75000 8211.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97080 4.000 EACH| 2200.00000 8800.00| 1525.00000 6100.00| 2047.50000 8190.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 198.120 m | 29.50000 5844.54| 34.35000 6805.42| 29.82000 5907.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 909.000 Mg | 49.00000 44541.00| 45.55000 41404.95| 50.28000 45704.52 HMA FOR APPROACHES | | | 0029 611-06497 1.000 EACH| 195.00000 195.00| 180.00000 180.00| 183.75000 183.75 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 22.000 EACH| 115.00000 2530.00| 115.00000 2530.00| 109.20000 2402.40 RIGHT OF WAY MARKER | | | 0031 615-06505 3.000 EACH| 470.00000 1410.00| 625.00000 1875.00| 446.25000 1338.75 MONUMENT, B | | | 0032 615-06527 1.000 EACH| 450.00000 450.00| 680.00000 680.00| 420.00000 420.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 483.000 m2 | 4.00000 1932.00| 3.15000 1521.45| 2.38000 1149.54 GEOTEXTILES | | | 0034 616-05688 364.000 Mg | 32.00000 11648.00| 45.00000 16380.00| 36.34000 13227.76 RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 510.00000 1020.00| 495.00000 990.00| 498.75000 997.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02363 2981.000 m2 | 0.80000 2384.80| 0.33000 983.73| 0.33000 983.73 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0037 621-06559 2981.000 m2 | 1.05000 3130.05| 0.58000 1728.98| 0.57000 1699.17 MULCHED SEEDING, R | | | 0038 621-06567 20.000 kL | 0.65000 13.00| 0.58000 11.60| 0.58000 11.60 WATER | | | 0039 621-06574 214.000 m2 | 5.00000 1070.00| 4.05000 866.70| 4.02000 860.28 SODDING | | | 0040 621-06575 1110.000 m2 | 4.80000 5328.00| 4.05000 4495.50| 4.02000 4462.20 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-1673827 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 713-51335 LUMP| 121000.00000 121000.00| 105000.00000 105000.00| 95984.50000 95984.50 TEMPORARY BRIDGE AND APPROACHES | | | 0042 715-03475 2.000 EACH| 340.00000 680.00| 415.00000 830.00| 199.93000 399.86 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 715-05119 21.500 m | 98.00000 2107.00| 104.95000 2256.43| 93.13000 2002.30 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0046 719-35020 15.000 m | 32.00000 480.00| 40.00000 600.00| 21.61000 324.15 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0047 719-35025 15.000 m | 42.00000 630.00| 45.00000 675.00| 22.66000 339.90 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0048 723-06660 116.400 m2 | 600.00000 69840.00| 810.00000 94284.00| 766.62000 89234.57 WINGWALL | | | 0050 801-04308 3.000 EACH| 225.00000 675.00| 210.00000 630.00| 210.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 12.000 EACH| 65.00000 780.00| 57.20000 686.40| 84.00000 1008.00 BARRICADE, IIIA | | | 0052 801-06606 2.000 EACH| 75.00000 150.00| 68.25000 136.50| 94.50000 189.00 BARRICADE, IIIB | | | 0053 801-06625 2.000 EACH| 85.00000 170.00| 75.95000 151.90| 126.00000 252.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 18.000 EACH| 95.00000 1710.00| 80.85000 1455.30| 105.00000 1890.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 8.000 EACH| 44.00000 352.00| 43.65000 349.20| 63.00000 504.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 75018.00000 75018.00 MAINTAINING TRAFFIC | | | 0057 802-02489 14.000 m | 35.00000 490.00| 34.30000 480.20| 30.87000 432.18 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 0.810 m2 | 185.00000 149.85| 175.00000 141.75| 362.25000 293.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 808-01153 726.000 m | 1.00000 726.00| 0.94000 682.44| 0.58000 421.08 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0060 808-01154 2524.000 m | 1.00000 2524.00| 0.94000 2372.56| 0.53000 1337.72 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0061 808-06706 3.600 m | 80.00000 288.00| 78.00000 280.80| 26.25000 94.50 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 575 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 788,616.32 ROUTE : NUS 231 CALL ORDER : 575 CONTRACT ID : B -25913-A COUNTIES : MONTGOMERY LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-1673827 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-06712 315.000 m | 0.65000 204.75| 1.45000 456.75| 0.47000 148.05 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 2524.000 m | 0.65000 1640.60| 1.45000 3659.80| 0.42000 1060.08 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06716 366.000 m | 2.80000 1024.80| 2.60000 951.60| 1.58000 578.28 LINE, REMOVE | | | 0065 808-75996 53.000 EACH| 12.00000 636.00| 10.95000 580.35| 10.50000 556.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 53.000 EACH| 32.00000 1696.00| 50.00000 2650.00| 45.15000 2392.95 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 706-06347 30.340 m | 355.00000 10770.70| 300.00000 9102.00| 359.10000 10895.09 RAILING, CF-1 | | | 0068 723-06927 18.500 m | 8000.00000 148000.00| 5885.00000 108872.50| 7385.84000 136638.04 STRUCTURE, PRECAST THREE-SIDED, , 4870 | | | mm X 3350 mm | | | SECTION TOTALS | $ 724,397.70| $ 731,859.46| $ 875,623.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,397.70| $ 731,859.46| $ 875,623.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/06/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4932007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 534,837.16 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 565,246.11 105.6856% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 579,369.33 108.3263% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 590,600.00 110.4261% 5 35-1315965 FOX CONTRACTORS CORP. $ 609,567.16 113.9724% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 658,967.71 123.2090% 7 35-1057871 SMOCK FANSLER CORPORATION $ 693,726.47 129.7079% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 694,918.30 129.9308% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0918397 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 800.00000 7200.00| 1200.00000 10800.00| 1700.00000 15300.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16308.60000 16308.60| 15000.00000 15000.00| 12100.00000 12100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15458.80000 15458.80| 27000.00000 27000.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 828.36000 828.36| 6600.00000 6600.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-04089 4.000 EACH| 14.74000 58.96| 20.00000 80.00| 95.00000 380.00 SIGN, SHEET, REMOVE | | | 0006 202-51330 LUMP| 32365.80000 32365.80| 16000.00000 16000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-51330 LUMP| 357.35000 357.35| 250.00000 250.00| 850.00000 850.00 PRESENT STRUCTURE, REMOVE NO. 15 | | | 0008 202-60820 2121.000 m2 | 1.76000 3732.96| 2.50000 5302.50| 4.50000 9544.50 SURFACE MILLING, ASPHALT | | | 0009 203-02000 3355.000 m3 | 6.51000 21841.05| 10.00000 33550.00| 13.00000 43615.00 EXCAVATION, COMMON | | | 0010 203-02070 88.000 m3 | 11.97000 1053.36| 1.00000 88.00| 14.00000 1232.00 BORROW | | | 0011 203-51223 326.000 m3 | 8.27000 2696.02| 6.00000 1956.00| 20.00000 6520.00 EXCAVATION, WATERWAY | | | 0012 205-03371 150.000 m3 | 5.83000 874.50| 10.00000 1500.00| 16.00000 2400.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0918397 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06931 131.700 Mg | 26.80000 3529.56| 25.00000 3292.50| 20.00000 2634.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 126.000 Mg | 31.71000 3995.46| 20.00000 2520.00| 20.00000 2520.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 130.000 m | 6.45000 838.50| 6.90000 897.00| 5.12000 665.60 TEMPORARY SILT FENCE | | | 0016 207-02045 1036.000 m3 | 7.29000 7552.44| 6.00000 6216.00| 6.10000 6319.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 658.000 m3 | 22.87000 15048.46| 18.00000 11844.00| 21.65000 14245.70 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52309 3176.000 Mg | 11.60000 36841.60| 14.00000 44464.00| 14.75000 46846.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 303-98541 151.000 Mg | 23.79000 3592.29| 20.00000 3020.00| 23.75000 3586.25 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 402-05468 1088.000 Mg | 39.14000 42584.32| 41.00000 44608.00| 34.15000 37155.20 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1001.000 Mg | 35.69000 35725.69| 37.45000 37487.45| 34.50000 34534.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 449.000 Mg | 41.82000 18777.18| 43.85000 19688.65| 45.40000 20384.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 463.000 Mg | 39.66000 18362.58| 41.60000 19260.80| 41.30000 19121.90 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1714.000 m2 | 1.96000 3359.44| 2.05000 3513.70| 2.90000 4970.60 SEAL COAT, 2 | | | 0025 405-05517 2.700 Mg | 195.70000 528.39| 205.00000 553.50| 290.00000 783.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.300 Mg | 185.40000 611.82| 195.00000 643.50| 195.00000 643.50 ASPHALT FOR TACK COAT | | | 0027 601-01740 1.000 EACH| 1648.00000 1648.00| 1760.00000 1760.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0028 601-06854 2.000 EACH| 1545.00000 3090.00| 1650.00000 3300.00| 1500.00000 3000.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-06856 4.000 EACH| 221.45000 885.80| 236.50000 946.00| 215.00000 860.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0030 601-94689 3.000 EACH| 2034.25000 6102.75| 2175.00000 6525.00| 1975.00000 5925.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 146.690 m | 29.36000 4306.82| 31.35000 4598.73| 28.50000 4180.67 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 84.000 Mg | 92.47000 7767.48| 81.60000 6854.40| 74.20000 6232.80 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0918397 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 1.000 EACH| 180.25000 180.25| 192.50000 192.50| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 20.000 EACH| 107.12000 2142.40| 115.00000 2300.00| 104.00000 2080.00 RIGHT OF WAY MARKER | | | 0035 615-06505 7.000 EACH| 437.75000 3064.25| 465.00000 3255.00| 425.00000 2975.00 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 417.15000 417.15| 445.00000 445.00| 405.00000 405.00 MONUMENT, C | | | 0037 616-02320 651.000 m2 | 1.56000 1015.56| 3.00000 1953.00| 2.00000 1302.00 GEOTEXTILES | | | 0038 616-06405 483.000 Mg | 21.28000 10278.24| 18.00000 8694.00| 22.00000 10626.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 309.00000 618.00| 330.00000 660.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 Mg | 662.29000 1192.12| 710.00000 1278.00| 450.00000 810.00 FERTILIZER | | | 0041 621-06548 10.000 kg | 50.99000 509.90| 55.00000 550.00| 75.00000 750.00 SEED MIXTURE, CV | | | 0042 621-06553 297.000 kg | 6.97000 2070.09| 7.50000 2227.50| 6.05000 1796.85 SEED MIXTURE, R | | | 0043 621-06557 297.000 kg | 10.26000 3047.22| 11.00000 3267.00| 4.95000 1470.15 SEED MIXTURE, T | | | 0044 621-06565 14.100 Mg | 505.73000 7130.79| 540.00000 7614.00| 425.00000 5992.50 MULCHING MATERIAL | | | 0045 621-06567 55.000 kL | 0.57000 31.35| 1.00000 55.00| 1.80000 99.00 WATER | | | 0046 621-06574 2006.000 m2 | 3.35000 6720.10| 3.60000 7221.60| 3.38000 6780.28 SODDING | | | 0047 621-06575 1035.000 m2 | 3.35000 3467.25| 3.60000 3726.00| 3.42000 3539.70 SODDING, NURSERY | | | 0048 622-52436 3.000 EACH| 25.75000 77.25| 27.50000 82.50| 28.00000 84.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 75.000 EACH| 9.53000 714.75| 10.20000 765.00| 25.00000 1875.00 SEEDLING | | | 0050 715-02628 6.000 EACH| 191.82000 1150.92| 300.00000 1800.00| 320.00000 1920.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0051 715-04612 14.500 m | 328.87000 4768.62| 300.00000 4350.00| 205.00000 2972.50 PIPE RCHEP, CLASS HE-A, D0.3=30.0, MIN. | | | AREA 0.68 m2 | | | 0052 715-04857 1.000 EACH| 1414.87000 1414.87| 1500.00000 1500.00| 1140.00000 1140.00 SAFETY METAL END SECTION, 3:1, 0.68 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0918397 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-04857 1.000 EACH| 1414.87000 1414.87| 1500.00000 1500.00| 1140.00000 1140.00 SAFETY METAL END SECTION, 4:1, 0.68 m2 | | | 0054 715-04857 2.000 EACH| 3819.57000 7639.14| 1500.00000 3000.00| 1900.00000 3800.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 1.20 m2 0R MIN. AREA 1.45 m2 | | | 0055 715-05048 2.000 m | 9.80000 19.60| 50.00000 100.00| 90.00000 180.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05051 6.000 m | 14.14000 84.84| 50.00000 300.00| 130.00000 780.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0057 715-05169 35.000 m | 52.34000 1831.90| 60.00000 2100.00| 65.00000 2275.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05175 13.000 m | 52.44000 681.72| 90.00000 1170.00| 153.00000 1989.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0059 715-05377 12.000 m | 129.17000 1550.04| 250.00000 3000.00| 320.00000 3840.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0060 715-46030 2.000 EACH| 333.45000 666.90| 450.00000 900.00| 460.00000 920.00 PIPE END SECTION, 750 mm | | | 0061 723-06660 73.000 m2 | 405.29000 29586.17| 420.00000 30660.00| 300.00000 21900.00 WINGWALL , PRECAST, REINFORCED CONCRETE | | | 0062 723-06927 15.600 m | 7056.53000 110081.87| 7500.00000 117000.00| 8600.00000 134160.00 STRUCTURE, PRECAST THREE-SIDED, | | | REINFORCED CONCRETE, 8530 mm x 3800 mm | | | 0063 801-04308 6.000 EACH| 123.60000 741.60| 138.00000 828.00| 120.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 10.000 EACH| 72.10000 721.00| 80.00000 800.00| 70.00000 700.00 BARRICADE, IIIA | | | 0065 801-06606 8.000 EACH| 82.40000 659.20| 92.00000 736.00| 80.00000 640.00 BARRICADE, IIIB | | | 0066 801-06625 9.000 EACH| 92.70000 834.30| 104.00000 936.00| 90.00000 810.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 9.000 EACH| 82.40000 741.60| 92.00000 828.00| 80.00000 720.00 CONSTRUCTION SIGN, A | | | 0068 802-05701 13.500 m | 37.44000 505.44| 40.00000 540.00| 36.35000 490.73 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-05702 6.900 m | 19.78000 136.48| 21.20000 146.28| 19.20000 132.48 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 0.120 m2 | 2369.00000 284.28| 2500.00000 300.00| 2300.00000 276.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0918397 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 802-76035 3.200 m2 | 159.24000 509.57| 170.00000 544.00| 154.60000 494.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 808-06703 1600.000 m | 1.01000 1616.00| 1.04000 1664.00| 0.98000 1568.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06712 600.000 m | 0.26000 156.00| 0.21000 126.00| 0.25000 150.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 4800.000 m | 0.24000 1152.00| 0.21000 1008.00| 0.23000 1104.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 4200.000 m | 0.24000 1008.00| 0.21000 882.00| 0.23000 966.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 250.000 m | 1.03000 257.50| 1.04000 260.00| 1.00000 250.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1000.000 m | 1.01000 1010.00| 1.04000 1040.00| 0.98000 980.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75996 68.000 EACH| 20.60000 1400.80| 15.00000 1020.00| 7.00000 476.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 68.000 EACH| 23.69000 1610.92| 26.50000 1802.00| 23.00000 1564.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 534,837.16| $ 565,246.11| $ 579,369.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,837.16| $ 565,246.11| $ 579,369.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1315965 |(6) 35-1912582 |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1617.71000 14559.39| 760.00000 6840.00| 1210.00000 10890.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12771.67000 12771.67| 12850.00000 12850.00| 13600.00000 13600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28349.11000 28349.11| 1000.00000 1000.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7948.93000 7948.93| 1680.35180 1680.35| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-04089 4.000 EACH| 100.27000 401.08| 100.00000 400.00| 55.00000 220.00 SIGN, SHEET, REMOVE | | | 0006 202-51330 LUMP| 13723.81000 13723.81| 9750.00000 9750.00| 21100.00000 21100.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-51330 LUMP| 3727.37000 3727.37| 1360.00000 1360.00| 5300.00000 5300.00 PRESENT STRUCTURE, REMOVE NO. 15 | | | 0008 202-60820 2121.000 m2 | 2.62000 5557.02| 2.65000 5620.65| 3.30000 6999.30 SURFACE MILLING, ASPHALT | | | 0009 203-02000 3355.000 m3 | 13.10000 43950.50| 15.80000 53009.00| 9.90000 33214.50 EXCAVATION, COMMON | | | 0010 203-02070 88.000 m3 | 23.87000 2100.56| 28.90000 2543.20| 13.20000 1161.60 BORROW | | | 0011 203-51223 326.000 m3 | 8.18000 2666.68| 31.00000 10106.00| 13.20000 4303.20 EXCAVATION, WATERWAY | | | 0012 205-03371 150.000 m3 | 13.66000 2049.00| 28.70000 4305.00| 13.20000 1980.00 SEDIMENT REMOVE | | | 0013 205-06931 131.700 Mg | 33.81000 4452.78| 19.20000 2528.64| 24.20000 3187.14 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 126.000 Mg | 34.79000 4383.54| 7.15000 900.90| 24.20000 3049.20 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 130.000 m | 6.61000 859.30| 5.70000 741.00| 7.70000 1001.00 TEMPORARY SILT FENCE | | | 0016 207-02045 1036.000 m3 | 10.30000 10670.80| 26.65000 27609.40| 16.50000 17094.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 658.000 m3 | 20.63000 13574.54| 31.50000 20727.00| 27.50000 18095.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52309 3176.000 Mg | 11.39000 36174.64| 13.00000 41288.00| 16.50000 52404.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 303-98541 151.000 Mg | 26.87000 4057.37| 25.35000 3827.85| 16.50000 2491.50 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 402-05468 1088.000 Mg | 33.53000 36480.64| 40.35000 43900.80| 38.50000 41888.00 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1315965 |(6) 35-1912582 |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05474 1001.000 Mg | 31.13000 31161.13| 36.80000 36836.80| 39.60000 39639.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 449.000 Mg | 36.47000 16375.03| 43.10000 19351.90| 50.60000 22719.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 463.000 Mg | 34.57000 16005.91| 40.90000 18936.70| 46.20000 21390.60 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1714.000 m2 | 1.70000 2913.80| 2.00000 3428.00| 3.30000 5656.20 SEAL COAT, 2 | | | 0025 405-05517 2.700 Mg | 353.71000 955.02| 200.00000 540.00| 319.00000 861.30 ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.300 Mg | 208.01000 686.43| 190.00000 627.00| 214.50000 707.85 ASPHALT FOR TACK COAT | | | 0027 601-01740 1.000 EACH| 1636.04000 1636.04| 1650.00000 1650.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0028 601-06854 2.000 EACH| 1477.72000 2955.44| 1490.00000 2980.00| 1650.00000 3300.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-06856 4.000 EACH| 337.76000 1351.04| 340.00000 1360.00| 236.50000 946.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0030 601-94689 3.000 EACH| 2005.47000 6016.41| 2020.00000 6060.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 146.690 m | 31.67000 4645.67| 31.90000 4679.41| 33.00000 4840.77 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 84.000 Mg | 76.39000 6416.76| 90.25000 7581.00| 82.50000 6930.00 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 116.11000 116.11| 117.00000 117.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 20.000 EACH| 110.83000 2216.60| 110.00000 2200.00| 114.40000 2288.00 RIGHT OF WAY MARKER | | | 0035 615-06505 7.000 EACH| 469.70000 3287.90| 475.00000 3325.00| 467.50000 3272.50 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 237.49000 237.49| 240.00000 240.00| 445.50000 445.50 MONUMENT, C | | | 0037 616-02320 651.000 m2 | 1.96000 1275.96| 3.75000 2441.25| 2.20000 1432.20 GEOTEXTILES | | | 0038 616-06405 483.000 Mg | 16.81000 8119.23| 20.80000 10046.40| 22.00000 10626.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 316.66000 633.32| 320.00000 640.00| 330.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 Mg | 678.69000 1221.64| 685.00000 1233.00| 715.00000 1287.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1315965 |(6) 35-1912582 |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06548 10.000 kg | 52.25000 522.50| 52.50000 525.00| 55.00000 550.00 SEED MIXTURE, CV | | | 0042 621-06553 297.000 kg | 7.15000 2123.55| 7.00000 2079.00| 7.70000 2286.90 SEED MIXTURE, R | | | 0043 621-06557 297.000 kg | 10.51000 3121.47| 10.60000 3148.20| 11.00000 3267.00 SEED MIXTURE, T | | | 0044 621-06565 14.100 Mg | 518.26000 7307.47| 520.00000 7332.00| 550.00000 7755.00 MULCHING MATERIAL | | | 0045 621-06567 55.000 kL | 0.58000 31.90| 0.60000 33.00| 0.66000 36.30 WATER | | | 0046 621-06574 2006.000 m2 | 4.86000 9749.16| 3.45000 6920.70| 3.85000 7723.10 SODDING | | | 0047 621-06575 1035.000 m2 | 4.86000 5030.10| 3.45000 3570.75| 3.85000 3984.75 SODDING, NURSERY | | | 0048 622-52436 3.000 EACH| 21.11000 63.33| 21.00000 63.00| 27.50000 82.50 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 75.000 EACH| 9.76000 732.00| 10.00000 750.00| 11.00000 825.00 SEEDLING | | | 0050 715-02628 6.000 EACH| 405.79000 2434.74| 215.00000 1290.00| 330.00000 1980.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0051 715-04612 14.500 m | 448.86000 6508.47| 121.50000 1761.75| 440.00000 6380.00 PIPE RCHEP, CLASS HE-A, D0.3=30.0, MIN. | | | AREA 0.68 m2 | | | 0052 715-04857 1.000 EACH| 1794.81000 1794.81| 1430.00000 1430.00| 1650.00000 1650.00 SAFETY METAL END SECTION, 3:1, 0.68 m2 | | | 0053 715-04857 1.000 EACH| 1794.81000 1794.81| 1430.00000 1430.00| 1650.00000 1650.00 SAFETY METAL END SECTION, 4:1, 0.68 m2 | | | 0054 715-04857 2.000 EACH| 1794.82000 3589.64| 435.00000 870.00| 3410.00000 6820.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 1.20 m2 0R MIN. AREA 1.45 m2 | | | 0055 715-05048 2.000 m | 95.74000 191.48| 22.65000 45.30| 110.00000 220.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05051 6.000 m | 174.20000 1045.20| 25.10000 150.60| 132.00000 792.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0057 715-05169 35.000 m | 104.68000 3663.80| 83.80000 2933.00| 77.00000 2695.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05175 13.000 m | 159.93000 2079.09| 112.30000 1459.90| 99.00000 1287.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0059 715-05377 12.000 m | 338.67000 4064.04| 195.00000 2340.00| 220.00000 2640.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.20 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1315965 |(6) 35-1912582 |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-46030 2.000 EACH| 675.13000 1350.26| 505.00000 1010.00| 715.00000 1430.00 PIPE END SECTION, 750 mm | | | 0061 723-06660 73.000 m2 | 603.63000 44064.99| 407.00000 29711.00| 506.00000 36938.00 WINGWALL , PRECAST, REINFORCED CONCRETE | | | 0062 723-06927 15.600 m | 7697.17000 120075.85| 9735.00000 151866.00| 9002.00000 140431.20 STRUCTURE, PRECAST THREE-SIDED, | | | REINFORCED CONCRETE, 8530 mm x 3800 mm | | | 0063 801-04308 6.000 EACH| 126.66000 759.96| 127.00000 762.00| 132.00000 792.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 10.000 EACH| 73.89000 738.90| 75.00000 750.00| 77.00000 770.00 BARRICADE, IIIA | | | 0065 801-06606 8.000 EACH| 84.44000 675.52| 85.00000 680.00| 88.00000 704.00 BARRICADE, IIIB | | | 0066 801-06625 9.000 EACH| 95.00000 855.00| 96.00000 864.00| 99.00000 891.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 9.000 EACH| 84.44000 759.96| 85.00000 765.00| 88.00000 792.00 CONSTRUCTION SIGN, A | | | 0068 802-05701 13.500 m | 27.44000 370.44| 27.65000 373.28| 44.00000 594.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-05702 6.900 m | 54.89000 378.74| 55.25000 381.23| 22.00000 151.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 0.120 m2 | 1245.50000 149.46| 1250.00000 150.00| 2530.00000 303.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 802-76035 3.200 m2 | 137.22000 439.10| 138.00000 441.60| 176.00000 563.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 808-06703 1600.000 m | 1.03000 1648.00| 1.05000 1680.00| 1.10000 1760.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06712 600.000 m | 0.26000 156.00| 0.27000 162.00| 0.33000 198.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 4800.000 m | 0.24000 1152.00| 0.25000 1200.00| 0.33000 1584.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 4200.000 m | 0.24000 1008.00| 0.25000 1050.00| 0.33000 1386.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 250.000 m | 1.06000 265.00| 1.06000 265.00| 1.10000 275.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1000.000 m | 1.03000 1030.00| 1.04000 1040.00| 1.10000 1100.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1315965 |(6) 35-1912582 |CALUMET ASPHALT PAVING CO. I|FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-75996 68.000 EACH| 7.92000 538.56| 20.00000 1360.00| 11.00000 748.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 68.000 EACH| 24.28000 1651.04| 24.45000 1662.60| 27.50000 1870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 590,600.00| $ 609,567.16| $ 658,967.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 590,600.00| $ 609,567.16| $ 658,967.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-0999231 | |SMOCK FANSLER CORPORATION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1400.00000 12600.00| 1000.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 13000.05000 13000.05| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 34500.00000 34500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 6900.00000 6900.00| CLEARING RIGHT OF WAY | | | 0005 202-04089 4.000 EACH| 75.00000 300.00| 102.07000 408.28| SIGN, SHEET, REMOVE | | | 0006 202-51330 LUMP| 39000.00000 39000.00| 13219.05000 13219.05| PRESENT STRUCTURE, REMOVE | | | 0007 202-51330 LUMP| 300.00000 300.00| 500.00000 500.00| PRESENT STRUCTURE, REMOVE NO. 15 | | | 0008 202-60820 2121.000 m2 | 2.12000 4496.52| 2.25000 4772.25| SURFACE MILLING, ASPHALT | | | 0009 203-02000 3355.000 m3 | 18.00000 60390.00| 25.00000 83875.00| EXCAVATION, COMMON | | | 0010 203-02070 88.000 m3 | 26.00000 2288.00| 15.00000 1320.00| BORROW | | | 0011 203-51223 326.000 m3 | 105.00000 34230.00| 12.02000 3918.52| EXCAVATION, WATERWAY | | | 0012 205-03371 150.000 m3 | 20.00000 3000.00| 23.08000 3462.00| SEDIMENT REMOVE | | | 0013 205-06931 131.700 Mg | 26.00000 3424.20| 49.04000 6458.57| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 126.000 Mg | 15.00000 1890.00| 41.90000 5279.40| TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 130.000 m | 6.00000 780.00| 6.73000 874.90| TEMPORARY SILT FENCE | | | 0016 207-02045 1036.000 m3 | 8.00000 8288.00| 18.26000 18917.36| EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 211-02060 658.000 m3 | 29.00000 19082.00| 18.00000 11844.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52309 3176.000 Mg | 13.38000 42494.88| 13.00000 41288.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 303-98541 151.000 Mg | 17.50000 2642.50| 20.00000 3020.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 402-05468 1088.000 Mg | 40.00000 43520.00| 40.83000 44423.04| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-0999231 | |SMOCK FANSLER CORPORATION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05474 1001.000 Mg | 42.00000 42042.00| 37.23000 37267.23| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 449.000 Mg | 43.00000 19307.00| 43.62000 19585.38| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 463.000 Mg | 40.00000 18520.00| 41.36000 19149.68| HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1714.000 m2 | 2.42000 4147.88| 2.04000 3496.56| SEAL COAT, 2 | | | 0025 405-05517 2.700 Mg | 449.00000 1212.30| 204.13000 551.15| ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.300 Mg | 243.00000 801.90| 193.39000 638.19| ASPHALT FOR TACK COAT | | | 0027 601-01740 1.000 EACH| 1712.00000 1712.00| 1719.02000 1719.02| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0028 601-06854 2.000 EACH| 1605.00000 3210.00| 1611.58000 3223.16| GUARDRAIL, W-BEAM, NESTED | | | 0029 601-06856 4.000 EACH| 230.00000 920.00| 230.99000 923.96| MODIFIED POSTS, NESTED GUARDRAIL | | | 0030 601-94689 3.000 EACH| 2113.00000 6339.00| 2121.91000 6365.73| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 146.690 m | 31.00000 4547.39| 30.62000 4491.65| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 84.000 Mg | 42.00000 3528.00| 91.32000 7670.88| HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 180.00000 180.00| 188.02000 188.02| MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 20.000 EACH| 111.00000 2220.00| 111.74000 2234.80| RIGHT OF WAY MARKER | | | 0035 615-06505 7.000 EACH| 452.00000 3164.00| 456.61000 3196.27| MONUMENT, B | | | 0036 615-06510 1.000 EACH| 433.00000 433.00| 435.13000 435.13| MONUMENT, C | | | 0037 616-02320 651.000 m2 | 3.20000 2083.20| 3.38000 2200.38| GEOTEXTILES | | | 0038 616-06405 483.000 Mg | 21.00000 10143.00| 38.02000 18363.66| RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 315.00000 630.00| 322.32000 644.64| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.800 Mg | 675.00000 1215.00| 690.83000 1243.49| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-0999231 | |SMOCK FANSLER CORPORATION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06548 10.000 kg | 53.00000 530.00| 53.18000 531.80| SEED MIXTURE, CV | | | 0042 621-06553 297.000 kg | 8.00000 2376.00| 7.27000 2159.19| SEED MIXTURE, R | | | 0043 621-06557 297.000 kg | 11.00000 3267.00| 10.70000 3177.90| SEED MIXTURE, T | | | 0044 621-06565 14.100 Mg | 524.00000 7388.40| 527.52000 7438.03| MULCHING MATERIAL | | | 0045 621-06567 55.000 kL | 0.60000 33.00| 0.59000 32.45| WATER | | | 0046 621-06574 2006.000 m2 | 3.49000 7000.94| 3.49000 7000.94| SODDING | | | 0047 621-06575 1035.000 m2 | 3.49000 3612.15| 3.49000 3612.15| SODDING, NURSERY | | | 0048 622-52436 3.000 EACH| 26.75000 80.25| 26.86000 80.58| SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 75.000 EACH| 10.00000 750.00| 9.94000 745.50| SEEDLING | | | 0050 715-02628 6.000 EACH| 450.00000 2700.00| 356.28000 2137.68| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0051 715-04612 14.500 m | 446.00000 6467.00| 568.36000 8241.22| PIPE RCHEP, CLASS HE-A, D0.3=30.0, MIN. | | | AREA 0.68 m2 | | | 0052 715-04857 1.000 EACH| 1500.00000 1500.00| 1828.52000 1828.52| SAFETY METAL END SECTION, 3:1, 0.68 m2 | | | 0053 715-04857 1.000 EACH| 1500.00000 1500.00| 1872.17000 1872.17| SAFETY METAL END SECTION, 4:1, 0.68 m2 | | | 0054 715-04857 2.000 EACH| 900.00000 1800.00| 3197.43000 6394.86| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 1.20 m2 0R MIN. AREA 1.45 m2 | | | 0055 715-05048 2.000 m | 100.00000 200.00| 59.83000 119.66| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05051 6.000 m | 150.00000 900.00| 46.31000 277.86| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0057 715-05169 35.000 m | 160.00000 5600.00| 85.14000 2979.90| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05175 13.000 m | 180.00000 2340.00| 122.97000 1598.61| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0059 715-05377 12.000 m | 515.00000 6180.00| 195.67000 2348.04| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.20 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-0999231 | |SMOCK FANSLER CORPORATION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-46030 2.000 EACH| 450.00000 900.00| 521.94000 1043.88| PIPE END SECTION, 750 mm | | | 0061 723-06660 73.000 m2 | 510.00000 37230.00| 790.28000 57690.44| WINGWALL , PRECAST, REINFORCED CONCRETE | | | 0062 723-06927 15.600 m | 7810.00000 121836.00| 8337.79000 130069.52| STRUCTURE, PRECAST THREE-SIDED, | | | REINFORCED CONCRETE, 8530 mm x 3800 mm | | | 0063 801-04308 6.000 EACH| 125.00000 750.00| 128.93000 773.58| ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 10.000 EACH| 75.00000 750.00| 75.21000 752.10| BARRICADE, IIIA | | | 0065 801-06606 8.000 EACH| 85.00000 680.00| 85.95000 687.60| BARRICADE, IIIB | | | 0066 801-06625 9.000 EACH| 100.00000 900.00| 96.69000 870.21| DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 9.000 EACH| 85.00000 765.00| 85.95000 773.55| CONSTRUCTION SIGN, A | | | 0068 802-05701 13.500 m | 38.00000 513.00| 39.05000 527.18| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-05702 6.900 m | 21.00000 144.90| 20.63000 142.35| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 0.120 m2 | 2438.00000 292.56| 2471.08000 296.53| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0071 802-76035 3.200 m2 | 170.00000 544.00| 166.10000 531.52| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0072 808-06703 1600.000 m | 1.00000 1600.00| 1.05000 1680.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06712 600.000 m | 0.27000 162.00| 0.27000 162.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 4800.000 m | 0.25000 1200.00| 0.25000 1200.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 4200.000 m | 0.25000 1050.00| 0.25000 1050.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 250.000 m | 1.05000 262.50| 1.07000 267.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1000.000 m | 1.04000 1040.00| 1.05000 1050.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 581 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 693,650.64 ROUTE : SR 39 CALL ORDER : 581 CONTRACT ID : B -25916-A COUNTIES : HENDRICKS LETTING DATE : 02/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1057871 |(8) 35-0999231 | |SMOCK FANSLER CORPORATION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-75996 68.000 EACH| 75.00000 5100.00| 7.70000 523.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 68.000 EACH| 25.00000 1700.00| 24.71000 1680.28| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 693,726.47| $ 694,918.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 693,726.47| $ 694,918.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 583 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,703.37 ROUTE : SR 49 CALL ORDER : 583 CONTRACT ID : B -25917-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/19/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4337011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 276,252.75 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 276,801.45 100.1986% 3 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 364,347.24 131.8890% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1339168 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1100.00000 8800.00| 927.92000 7423.36 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 1244.30000 1244.30 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 13600.00000 13600.00| 17585.00000 17585.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 148.000 m2 | 14.35000 2123.80| 18.00000 2664.00| 81.90000 12121.20 PAVEMENT, REMOVE | | | 0005 202-02241 113.000 m | 6.57000 742.41| 8.50000 960.50| 57.90000 6542.70 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 26000.00000 26000.00| 30500.00000 30500.00| 40205.46000 40205.46 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 212.000 m2 | 13.00000 2756.00| 9.00000 1908.00| 14.85000 3148.20 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 194.000 m2 | 12.00000 2328.00| 7.40000 1435.60| 16.42000 3185.48 SURFACE MILLING, ASPHALT | | | 0009 202-96133 11.000 m | 32.73000 360.03| 55.00000 605.00| 189.47000 2084.17 PIPE, REMOVE | | | 0010 203-02000 206.000 m3 | 9.14000 1882.84| 21.00000 4326.00| 32.11000 6614.66 EXCAVATION, COMMON | | | 0011 203-02070 231.000 m3 | 15.69000 3624.39| 14.00000 3234.00| 34.72000 8020.32 BORROW | | | 0012 203-02080 0.140 km | 30000.00000 4200.00| 20000.00000 2800.00| 49090.93000 6872.73 LINEAR GRADING | | | 0013 303-52308 212.000 Mg | 17.66000 3743.92| 17.50000 3710.00| 25.93000 5497.16 COMPACTED AGGREGATE, O, 53 | | | 0014 305-05206 210.000 Mg | 70.00000 14700.00| 95.00000 19950.00| 114.72000 24091.20 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 583 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,703.37 ROUTE : SR 49 CALL ORDER : 583 CONTRACT ID : B -25917-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1339168 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05511 365.000 m2 | 6.00000 2190.00| 13.00000 4745.00| 12.00000 4380.00 SEAL COAT, 2 | | | 0016 406-05521 265.000 m2 | 1.20000 318.00| 3.15000 834.75| 2.75000 728.75 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1344.00000 5376.00| 1400.00000 5600.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01740 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0019 601-04746 2.000 EACH| 5400.00000 10800.00| 4800.00000 9600.00| 4900.00000 9800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 3.000 EACH| 2310.00000 6930.00| 2400.00000 7200.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 1000.00000 1000.00| 880.00000 880.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 154.000 m | 33.00000 5082.00| 32.00000 4928.00| 30.00000 4620.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 189.000 m | 65.00000 12285.00| 95.00000 17955.00| 85.17000 16097.13 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 8.000 EACH| 15.00000 120.00| 11.00000 88.00| 3.95000 31.60 BARRIER DELINEATOR | | | 0025 610-05527 70.000 Mg | 120.00000 8400.00| 110.00000 7700.00| 95.00000 6650.00 HMA FOR APPROACHES | | | 0026 610-06257 192.000 m2 | 52.71000 10120.32| 61.00000 11712.00| 158.18000 30370.56 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 88.000 m2 | 3.58000 315.04| 5.20000 457.60| 8.90000 783.20 GEOTEXTILES | | | 0028 616-06405 24.000 Mg | 26.00000 624.00| 28.00000 672.00| 267.58000 6421.92 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 600.00000 1200.00| 625.00000 1250.00| 485.00000 970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 500.000 m2 | 1.60000 800.00| 1.10000 550.00| 1.38000 690.00 MULCHED SEEDING, R | | | 0031 621-06574 48.000 m2 | 28.00000 1344.00| 5.90000 283.20| 24.82000 1191.36 SODDING | | | 0032 702-51863 318.000 EACH| 6.00000 1908.00| 7.50000 2385.00| 9.44000 3001.92 FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-61005 LUMP| 1500.00000 1500.00| 550.00000 550.00| 653.53000 653.53 EXTENSION OF CAST IRON DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 583 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,703.37 ROUTE : SR 49 CALL ORDER : 583 CONTRACT ID : B -25917-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1339168 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-01540 34.000 EACH| 10.00000 340.00| 15.00000 510.00| 26.33000 895.22 THREADED TIE BAR ASSEMBLY | | | 0035 703-51030 3035.000 kg | 1.10000 3338.50| 1.60000 4856.00| 1.29000 3915.15 REINFORCING STEEL | | | 0036 703-51032 2960.000 kg | 1.20000 3552.00| 1.70000 5032.00| 1.43000 4232.80 REINFORCING STEEL, EPOXY COATED | | | 0037 706-05732 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 54.000 m | 200.00000 10800.00| 145.00000 7830.00| 132.64000 7162.56 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 4700.00000 4700.00| 3600.00000 3600.00| 3100.00000 3100.00 SURFACE SEAL | | | 0040 714-44240 2.200 m3 | 681.00000 1498.20| 1100.00000 2420.00| 2175.56000 4786.23 CONCRETE, A, STRUCTURES | | | 0041 715-05177 18.000 m | 90.00000 1620.00| 215.00000 3870.00| 198.24000 3568.32 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0042 715-46040 1.000 EACH| 450.00000 450.00| 600.00000 600.00| 1022.81000 1022.81 PIPE END SECTION, 900 mm | | | 0043 722-51842 218.000 m2 | 60.00000 13080.00| 82.00000 17876.00| 194.45000 42390.10 BRIDGE DECK OVERLAY | | | 0044 722-51846 2.900 m3 | 395.00000 1145.50| 395.00000 1145.50| 395.00000 1145.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 45.000 m2 | 64.50000 2902.50| 120.00000 5400.00| 162.00000 7290.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 217.000 m2 | 12.00000 2604.00| 7.00000 1519.00| 15.22000 3302.74 SURFACE MILLING | | | 0047 729-51875 2.000 m2 | 50.00000 100.00| 320.00000 640.00| 401.77000 803.54 CONCRETE, A, PATCHING | | | 0048 801-01851 LUMP| 23000.00000 23000.00| 21000.00000 21000.00| 23400.00000 23400.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06203 132.000 m | 1.50000 198.00| 0.60000 79.20| 0.49000 64.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 1933.000 m | 3.50000 6765.50| 2.90000 5605.70| 2.59000 5006.47 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 21.000 EACH| 180.00000 3780.00| 75.00000 1575.00| 59.00000 1239.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 6.000 EACH| 100.00000 600.00| 20.00000 120.00| 16.00000 96.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 875.00000 875.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 583 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,703.37 ROUTE : SR 49 CALL ORDER : 583 CONTRACT ID : B -25917-A COUNTIES : JASPER LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1339168 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06712 65.000 m | 24.00000 1560.00| 2.00000 130.00| 0.85000 55.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 332.000 m | 2.40000 796.80| 2.00000 664.00| 0.85000 282.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06716 262.000 m | 4.00000 1048.00| 1.70000 445.40| 1.48000 387.76 LINE, REMOVE | | | SECTION TOTALS | $ 276,252.75| $ 276,801.45| $ 364,347.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,252.75| $ 276,801.45| $ 364,347.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 585 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 114 CALL ORDER : 585 CONTRACT ID : B -25918-A COUNTIES : PULASKI LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 181,924.19 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 184,731.06 101.5428% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 216,654.70 119.0906% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,000.00 ROUTE : WALDEN AVE CALL ORDER : 591 CONTRACT ID : B -25929-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : V159001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,273,142.70 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION CONDITIONAL BID $ 1,357,189.00 106.6014% 3 35-1057237 MCCOY, R.L., INC. $ 1,465,252.66 115.0894% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1057237 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1115.00000 7805.00| 1886.25000 13203.75| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 24468.65000 24468.65| 9928.30000 9928.30| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60070.00000 60070.00| 68759.29000 68759.29| 73250.00000 73250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35079.96000 35079.96| 2018.31000 2018.31| 16100.00000 16100.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 48.200 m | 9.35000 450.67| 7.94000 382.71| 15.00000 723.00 GUARDRAIL, REMOVE | | | 0006 202-02255 1.000 EACH| 300.00000 300.00| 2079.13000 2079.13| 800.00000 800.00 TREE, 460 mm, REMOVE | | | 0007 202-02271 1.000 EACH| 1585.00000 1585.00| 873.53000 873.53| 300.00000 300.00 HEADWALL, REMOVE | | | 0008 202-51330 LUMP| 75595.00000 75595.00| 102951.26000 102951.26| 182000.00000 182000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 485.000 m2 | 6.50000 3152.50| 3.98000 1930.30| 2.00000 970.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 850.000 m3 | 16.00000 13600.00| 12.26000 10421.00| 14.00000 11900.00 EXCAVATION, COMMON | | | 0011 203-02070 2545.000 m3 | 15.00000 38175.00| 9.06000 23057.70| 16.00000 40720.00 BORROW | | | 0012 203-02100 750.000 m3 | 7.05000 5287.50| 17.39000 13042.50| 13.00000 9750.00 EXCAVATION, PEAT | | | 0013 205-02237 10.000 EACH| 30.00000 300.00| 35.00000 350.00| 35.00000 350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-06931 575.000 Mg | 13.05000 7503.75| 26.24000 15088.00| 21.00000 12075.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,000.00 ROUTE : WALDEN AVE CALL ORDER : 591 CONTRACT ID : B -25929-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1057237 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 885.000 m | 2.00000 1770.00| 5.12000 4531.20| 5.12000 4531.20 TEMPORARY SILT FENCE | | | 0016 206-51220 150.000 m3 | 300.00000 45000.00| 22.39000 3358.50| 400.00000 60000.00 EXCAVATION, WET | | | 0017 206-98327 619.000 m2 | 120.00000 74280.00| 147.25000 91147.75| 180.00000 111420.00 SHEET PILING, STEEL, S 30.2 | | | 0018 211-02050 750.000 m3 | 15.00000 11250.00| 14.85000 11137.50| 16.00000 12000.00 B BORROW | | | 0019 211-02060 953.000 m3 | 15.00000 14295.00| 14.84000 14142.52| 22.00000 20966.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-06467 35.400 m3 | 40.70000 1440.78| 64.22000 2273.39| 34.00000 1203.60 AGGREGATE FOR END BENT BACKFILL | | | 0021 303-04075 100.000 Mg | 1.00000 100.00| 22.71000 2271.00| 24.00000 2400.00 COMPACTED AGGREGATE, O, 73 | | | 0022 303-04095 26.000 Mg | 14.00000 364.00| 23.69000 615.94| 28.00000 728.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0023 303-52308 1640.000 Mg | 14.00000 22960.00| 15.42000 25288.80| 14.45000 23698.00 COMPACTED AGGREGATE, O, 53 | | | 0024 401-06264 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0025 402-05468 1480.000 Mg | 27.00000 39960.00| 27.90000 41292.00| 27.90000 41292.00 HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05473 680.000 Mg | 28.00000 19040.00| 28.90000 19652.00| 28.90000 19652.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0027 402-05477 353.000 Mg | 33.00000 11649.00| 34.60000 12213.80| 34.60000 12213.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 405-05517 0.700 Mg | 300.00000 210.00| 400.00000 280.00| 400.00000 280.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 0.300 Mg | 250.00000 75.00| 350.00000 105.00| 350.00000 105.00 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01848 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0032 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 87.000 m | 45.00000 3915.00| 45.00000 3915.00| 45.00000 3915.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-07088 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 FENCE GATE, CHAIN LINK, 1520 mm X 12.2 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,000.00 ROUTE : WALDEN AVE CALL ORDER : 591 CONTRACT ID : B -25929-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1057237 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 603-92636 120.000 m | 49.00000 5880.00| 49.00000 5880.00| 49.00000 5880.00 FENCE, CHAIN LINK, 1830 mm WITH BARBED | | | WIRE | | | 0036 603-97442 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 FENCE GATE, CHAIN LINK, 1820 mm X 9.8 m | | | 0037 603-97603 167.000 m | 39.00000 6513.00| 39.00000 6513.00| 39.00000 6513.00 FENCE, CHAIN LINK, 1520 mm | | | 0038 604-90256 932.000 m2 | 25.00000 23300.00| 31.88000 29712.16| 24.25000 22601.00 SIDEWALK, CONCRETE, 150 mm | | | 0039 605-06150 790.000 m | 25.04000 19781.60| 27.24000 21519.60| 29.90000 23621.00 CURB AND GUTTER, C, CONCRETE | | | 0040 611-04923 194.600 m2 | 49.18000 9570.43| 44.39000 8638.29| 72.00000 14011.20 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0041 611-05330 351.000 m2 | 36.85000 12934.35| 36.88000 12944.88| 26.85000 9424.35 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-06497 3.000 EACH| 129.00000 387.00| 129.00000 387.00| 129.00000 387.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 616-02320 608.000 m2 | 3.40000 2067.20| 1.60000 972.80| 2.00000 1216.00 GEOTEXTILES | | | 0044 616-06405 384.000 Mg | 21.45000 8236.80| 24.04000 9231.36| 25.00000 9600.00 RIPRAP, REVETMENT | | | 0045 619-04414 4.000 EACH| 180.00000 720.00| 171.91000 687.64| 200.00000 800.00 DRAIN EXTENSION | | | 0046 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06560 4080.000 m2 | 0.58000 2366.40| 2.00000 8160.00| 0.58000 2366.40 MULCHED SEEDING, U | | | 0048 701-01849 770.000 m | 70.00000 53900.00| 87.48000 67359.60| 70.00000 53900.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0049 701-93633 6.000 m | 345.00000 2070.00| 150.00000 900.00| 200.00000 1200.00 OVERSIZED PREDRILLED PILE HOLES | | | 0050 702-51015 39.000 m3 | 300.00000 11700.00| 361.73000 14107.47| 400.00000 15600.00 CONCRETE, B, FOOTINGS | | | 0051 702-51110 466.400 kg | 4.78000 2229.39| 3.59000 1674.38| 6.00000 2798.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-93722 15.000 m3 | 300.00000 4500.00| 232.70000 3490.50| 450.00000 6750.00 CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,000.00 ROUTE : WALDEN AVE CALL ORDER : 591 CONTRACT ID : B -25929-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1057237 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-94139 82.200 m3 | 600.00000 49320.00| 613.57000 50435.45| 400.00000 32880.00 CONCRETE, A, ABOVE FOOTINGS | | | 0054 703-51030 9380.000 kg | 0.87000 8160.60| 1.01000 9473.80| 1.20000 11256.00 REINFORCING STEEL | | | 0055 703-51032 66609.000 kg | 0.99000 65942.91| 1.15000 76600.35| 1.25000 83261.25 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 380.200 m3 | 500.00000 190100.00| 640.76000 243616.95| 450.00000 171090.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-06349 128.600 m | 300.00000 38580.00| 337.35000 43383.21| 280.00000 36008.00 RAILING, TX | | | 0058 706-06372 4.000 EACH| 2205.00000 8820.00| 1891.65000 7566.60| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0059 707-05984 382.800 m | 285.50000 109289.40| 332.51000 127284.83| 300.00000 114840.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0060 709-51821 LUMP| 6520.00000 6520.00| 6620.00000 6620.00| 6600.00000 6600.00 SURFACE SEAL | | | 0061 711-06719 LUMP| 10700.00000 10700.00| 2460.88000 2460.88| 35000.00000 35000.00 MOVE TRUSS | | | 0062 711-51038 LUMP| 3800.00000 3800.00| 9900.28000 9900.28| 5000.00000 5000.00 STRUCTURAL STEEL | | | 0063 715-05151 53.000 m | 67.00000 3551.00| 80.39000 4260.67| 44.00000 2332.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 73.000 m | 80.00000 5840.00| 87.49000 6386.77| 55.00000 4015.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05154 241.000 m | 105.00000 25305.00| 104.88000 25276.08| 89.00000 21449.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0066 715-05407 53.000 m | 20.55000 1089.15| 10.10000 535.30| 40.00000 2120.00 PIPE, END BENT DRAIN, 150 mm | | | 0067 715-46020 2.000 EACH| 250.00000 500.00| 238.25000 476.50| 355.00000 710.00 PIPE END SECTION, 600 mm | | | 0068 720-44000 2.000 EACH| 250.00000 500.00| 176.49000 352.98| 272.00000 544.00 CASTING, ADJUST TO GRADE | | | 0069 720-45035 3.000 EACH| 900.00000 2700.00| 888.42000 2665.26| 1703.00000 5109.00 INLET, F7 | | | 0070 720-98174 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| 2412.00000 4824.00 INLET, B15 | | | 0071 720-98555 5.000 EACH| 1600.00000 8000.00| 1500.00000 7500.00| 2412.00000 12060.00 INLET, C15 | | | 0072 728-98377 LUMP| 6200.00000 6200.00| 6600.00000 6600.00| 6200.00000 6200.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,000.00 ROUTE : WALDEN AVE CALL ORDER : 591 CONTRACT ID : B -25929-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1057237 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 730-26779 1.000 EACH| 5250.00000 5250.00| 3905.88000 3905.88| 3600.00000 3600.00 GRATED BOX END SECTION, I, 2:1, 1200 mm | | | 0074 801-06605 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 BARRICADE, IIIA | | | 0075 801-06606 6.000 EACH| 190.00000 1140.00| 190.00000 1140.00| 190.00000 1140.00 BARRICADE, IIIB | | | 0076 801-06625 16.000 EACH| 79.00000 1264.00| 79.00000 1264.00| 79.00000 1264.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 8.000 EACH| 119.00000 952.00| 119.00000 952.00| 119.00000 952.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 4.000 EACH| 35.00000 140.00| 35.00000 140.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 3753.20000 3753.20| 0.01000 0.01| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0080 802-05701 22.000 m | 29.10000 640.20| 29.10000 640.20| 29.10000 640.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 0.900 m2 | 153.00000 137.70| 153.00000 137.70| 153.00000 137.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 3.300 m2 | 156.00000 514.80| 156.00000 514.80| 156.00000 514.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 807-02191 2.000 EACH| 620.00000 1240.00| 820.00000 1640.00| 800.00000 1600.00 HANDHOLE, LIGHTING | | | 0084 808-06703 1426.000 m | 1.64000 2338.64| 1.64000 2338.64| 1.64000 2338.64 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0085 808-75051 154.000 m | 6.56000 1010.24| 6.56000 1010.24| 6.56000 1010.24 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0086 808-75054 154.000 m | 6.56000 1010.24| 6.56000 1010.24| 6.56000 1010.24 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0087 808-75240 93.000 m | 1.64000 152.52| 1.64000 152.52| 1.64000 152.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0088 808-75245 758.000 m | 1.64000 1243.12| 1.00000 758.00| 1.64000 1243.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,273,142.70| $ 1,357,189.00| $ 1,465,252.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,273,142.70| $ 1,357,189.00| $ 1,465,252.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 603 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,555.55 ROUTE : VARIOUS CALL ORDER : 603 CONTRACT ID : B -26068-A COUNTIES : HAMILTON HENRY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 329,535.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 543,648.74 164.9745% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 573,405.00 174.0042% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1364963 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND JOINT REPAIR | | | 0001 110-01001 LUMP| 16400.00000 16400.00| 27143.00000 27143.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-51328 LUMP| 1500.00000 1500.00| 4541.00000 4541.00| 3800.00000 3800.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.# 18 | | | 0003 202-51328 LUMP| 3500.00000 3500.00| 7439.00000 7439.00| 8500.00000 8500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.# 19 | | | 0004 202-51328 LUMP| 1500.00000 1500.00| 6593.00000 6593.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.# 20 | | | 0005 203-51223 980.000 CYS | 2.50000 2450.00| 13.00000 12740.00| 10.00000 9800.00 EXCAVATION, WATERWAY | | | 0006 616-02320 1060.000 SYS | 2.00000 2120.00| 2.00000 2120.00| 3.00000 3180.00 GEOTEXTILES | | | 0007 616-05688 380.000 TON | 32.00000 12160.00| 29.35000 11153.00| 38.00000 14440.00 RIPRAP, CLASS 1 | | | 0008 616-05689 1010.000 TON | 35.00000 35350.00| 29.35000 29643.50| 38.00000 38380.00 RIPRAP, CLASS 2 | | | 0009 724-03276 387.000 LFT | 95.00000 36765.00| 123.80000 47910.60| 120.00000 46440.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | & REPLACE, REMOVE BS- EXP. JT. | | | 0010 724-03276 91.000 LFT | 100.00000 9100.00| 168.04000 15291.64| 160.00000 14560.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | & REPLACE, REMOVE FLEXCON 2000 | | | 0011 724-03276 1555.000 LFT | 100.00000 155500.00| 168.04000 261302.20| 180.00000 279900.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | & REPLACE, REMOVE POLYMER MOD. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 603 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,555.55 ROUTE : VARIOUS CALL ORDER : 603 CONTRACT ID : B -26068-A COUNTIES : HAMILTON HENRY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1364963 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 801-01093 4.000 EACH| 305.00000 1220.00| 360.00000 1440.00| 350.00000 1400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0013 801-04308 2.000 EACH| 80.00000 160.00| 85.00000 170.00| 100.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06606 4.000 EACH| 65.00000 260.00| 72.00000 288.00| 100.00000 400.00 BARRICADE, IIIB | | | 0015 801-06640 234.000 EACH| 50.00000 11700.00| 60.00000 14040.00| 60.00000 14040.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 118.000 DAY | 25.00000 2950.00| 47.60000 5616.80| 17.50000 2065.00 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 11000.00000 11000.00| 20716.00000 20716.00| 17500.00000 17500.00 MAINTAINING TRAFFIC , STR.# 01 | | | 0018 801-06775 LUMP| 600.00000 600.00| 1109.00000 1109.00| 2400.00000 2400.00 MAINTAINING TRAFFIC , STR.# 03 | | | 0019 801-06775 LUMP| 600.00000 600.00| 1109.00000 1109.00| 2400.00000 2400.00 MAINTAINING TRAFFIC , STR.# 04 | | | 0020 801-06775 LUMP| 700.00000 700.00| 5228.00000 5228.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 05 | | | 0021 801-06775 LUMP| 700.00000 700.00| 5228.00000 5228.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 06 | | | 0022 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 07 | | | 0023 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 08 | | | 0024 801-06775 LUMP| 700.00000 700.00| 5228.00000 5228.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 09 | | | 0025 801-06775 LUMP| 700.00000 700.00| 5228.00000 5228.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 10 | | | 0026 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 11 | | | 0027 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 12 | | | 0028 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 13 | | | 0029 801-06775 LUMP| 700.00000 700.00| 4900.00000 4900.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 14 | | | 0030 801-06775 LUMP| 700.00000 700.00| 3839.00000 3839.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 15 | | | 0031 801-06775 LUMP| 700.00000 700.00| 3839.00000 3839.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 16 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 603 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,555.55 ROUTE : VARIOUS CALL ORDER : 603 CONTRACT ID : B -26068-A COUNTIES : HAMILTON HENRY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1609544 |(3) 35-1364963 |AMERICAN CONTRACTING & SERVI|SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 801-06775 LUMP| 700.00000 700.00| 3839.00000 3839.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 17 | | | 0033 801-06775 LUMP| 2000.00000 2000.00| 2218.00000 2218.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 18 | | | 0034 801-06775 LUMP| 2000.00000 2000.00| 2218.00000 2218.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 19 | | | 0035 801-06775 LUMP| 1000.00000 1000.00| 2218.00000 2218.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 20 | | | 0036 801-06775 LUMP| 2200.00000 2200.00| 800.00000 800.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR.# 21 | | | 0037 801-06775 LUMP| 2000.00000 2000.00| 800.00000 800.00| 4000.00000 4000.00 MAINTAINING TRAFFIC , STR.# 23 | | | 0038 801-06775 LUMP| 2000.00000 2000.00| 800.00000 800.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR.# 24 | | | 0039 801-09133 2.000 EACH| 2200.00000 4400.00| 1200.00000 2400.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 329,535.00| $ 543,648.74| $ 573,405.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,535.00| $ 543,648.74| $ 573,405.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N849007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,727,712.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 4,155,646.67 111.4798% 3 36-2231526 WALSH CONSTR CO OF ILL $ 4,332,878.74 116.2342% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,782,445.37 128.2943% 5 36-2046200 KENNY CONSTRUCTION $ 4,804,151.25 128.8766% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS 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 | | | 0001 105-01925 18.000 MOS | 1250.00000 22500.00| 1900.00000 34200.00| 1730.00000 31140.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 65208.93000 65208.93| 57180.00000 57180.00| 217747.00000 217747.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 186810.26000 186810.26| 200000.00000 200000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 17.000 EACH| 200.00000 3400.00| 200.00000 3400.00| 250.00000 4250.00 LIGHT STANDARD, REMOVE | | | 0005 202-02240 700.000 m2 | 18.79000 13153.00| 24.25000 16975.00| 30.00000 21000.00 PAVEMENT, REMOVE | | | 0006 202-02273 625.000 m2 | 7.99000 4993.75| 13.70000 8562.50| 16.00000 10000.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 325.000 m | 16.71000 5430.75| 10.80000 3510.00| 6.00000 1950.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-03135 11.000 m2 | 200.00000 2200.00| 265.00000 2915.00| 245.45000 2699.95 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 461081.83000 461081.83| 560000.00000 560000.00| 475000.00000 475000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 490.000 m2 | 12.77000 6257.30| 7.00000 3430.00| 9.00000 4410.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 3960.000 m2 | 2.97000 11761.20| 4.00000 15840.00| 6.00000 23760.00 SURFACE MILLING, ASPHALT | | | 0012 203-02020 308.000 m3 | 43.72000 13465.76| 26.50000 8162.00| 26.00000 8008.00 EXCAVATION, UNCLASSIFIED | | | 0013 206-93520 37.000 m2 | 269.00000 9953.00| 210.00000 7770.00| 540.00000 19980.00 TEMPORARY SHEET PILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-98327 95.000 m2 | 269.00000 25555.00| 210.00000 19950.00| 300.00000 28500.00 SHEET PILING, STEEL, S 30.2 | | | 0015 211-02060 347.000 m3 | 28.99000 10059.53| 32.50000 11277.50| 35.00000 12145.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 40.000 m3 | 48.07000 1922.80| 49.00000 1960.00| 39.00000 1560.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 205.000 Mg | 29.33000 6012.65| 21.70000 4448.50| 31.00000 6355.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 310.000 Mg | 42.00000 13020.00| 42.00000 13020.00| 70.00000 21700.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 800.000 Mg | 43.00000 34400.00| 43.00000 34400.00| 35.00000 28000.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 365.000 Mg | 48.00000 17520.00| 48.00000 17520.00| 45.00000 16425.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05495 342.000 Mg | 43.00000 14706.00| 43.00000 14706.00| 45.00000 15390.00 HMA WEDGE AND LEVEL | | | 0022 406-05520 1.100 Mg | 600.00000 660.00| 600.00000 660.00| 1500.00000 1650.00 ASPHALT FOR TACK COAT | | | 0023 503-05310 37.000 m | 528.19000 19543.03| 342.00000 12654.00| 330.00000 12210.00 TERMINAL JOINT | | | 0024 506-06333 600.000 m2 | 94.74000 56844.00| 125.00000 75000.00| 135.00000 81000.00 PCCP PATCHING, FULL DEPTH | | | 0025 601-04746 2.000 EACH| 11000.00000 22000.00| 5400.00000 10800.00| 11030.00000 22060.00 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-06224 2.000 EACH| 35150.00000 70300.00| 35150.00000 70300.00| 35150.00000 70300.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0027 601-95344 23.000 m | 576.61000 13262.03| 500.00000 11500.00| 494.00000 11362.00 HANDRAIL, PEDESTRIAN , MODIFIED | | | 0028 602-06639 343.000 m | 65.09000 22325.87| 53.00000 18179.00| 65.00000 22295.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 604-06069 80.000 m2 | 42.68000 3414.40| 47.00000 3760.00| 96.75000 7740.00 CURB RAMP, CONCRETE | | | 0030 604-91531 165.000 m2 | 32.82000 5415.30| 36.00000 5940.00| 34.40000 5676.00 SIDEWALK, CONCRETE, 100 mm | | | 0031 605-06100 55.000 m | 53.48000 2941.40| 40.00000 2200.00| 65.00000 3575.00 CURB, INTEGRAL, C, CONCRETE | | | 0032 605-06121 15.000 m | 53.48000 802.20| 40.00000 600.00| 39.36000 590.40 CURB, CONCRETE, B | | | 0033 605-06140 38.000 m | 67.03000 2547.14| 40.00000 1520.00| 49.20000 1869.60 CURB AND GUTTER, CONCRETE | | | 0034 605-06255 620.000 m2 | 74.02000 45892.40| 63.00000 39060.00| 90.00000 55800.00 CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-05527 41.000 Mg | 70.00000 2870.00| 70.00000 2870.00| 36.55000 1498.55 HMA FOR APPROACHES | | | 0036 610-06257 478.000 m2 | 48.20000 23039.60| 43.85000 20960.30| 48.89000 23369.42 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 611-05330 91.000 m2 | 34.45000 3134.95| 45.00000 4095.00| 43.20000 3931.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0038 616-02320 90.000 m2 | 3.25000 292.50| 2.50000 225.00| 4.48000 403.20 GEOTEXTILES | | | 0039 619-05926 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL | | | 0040 619-51859 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 81000.00000 81000.00 PAINT STEEL BRIDGE | | | 0041 619-61000 LUMP| 150000.00000 150000.00| 180000.00000 180000.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE | | | 0042 702-51005 171.300 m3 | 673.83000 115427.08| 742.00000 127104.60| 625.00000 107062.50 CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 8.200 m3 | 457.07000 3747.97| 390.00000 3198.00| 575.00000 4715.00 CONCRETE, B, FOOTINGS | | | 0044 702-51100 2600.000 kg | 7.38000 19188.00| 9.00000 23400.00| 4.34000 11284.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0045 702-51110 1167.000 kg | 3.43000 4002.81| 4.80000 5601.60| 6.11000 7130.37 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0046 702-51863 2326.000 EACH| 2.69000 6256.94| 7.00000 16282.00| 9.00000 20934.00 FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-94139 8.800 m3 | 882.38000 7764.94| 585.00000 5148.00| 900.00000 7920.00 CONCRETE, A, ABOVE FOOTINGS | | | 0048 703-51030 13126.000 kg | 1.54000 20214.04| 1.20000 15751.20| 1.16000 15226.16 REINFORCING STEEL | | | 0049 703-51032 267613.000 kg | 1.65000 441561.45| 1.45000 388038.85| 1.33000 355925.29 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 1646.100 m3 | 475.27000 782341.95| 465.00000 765436.50| 530.00000 872433.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 867.000 m | 262.93000 227960.31| 255.00000 221085.00| 190.00000 164730.00 RAILING, TX | | | 0052 706-06372 2.000 EACH| 1850.46000 3700.92| 2500.00000 5000.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED, TYPE I | | | 0053 706-06372 2.000 EACH| 1850.46000 3700.92| 2350.00000 4700.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 708-51813 366.000 m2 | 315.00000 115290.00| 272.67000 99797.22| 300.00000 109800.00 PNEUMATICALLY PLACED MORTAR | | | 0055 708-51814 235.000 m2 | 24.00000 5640.00| 38.15000 8965.25| 35.00000 8225.00 WELDED STEEL WIRE FABRIC | | | 0056 709-51821 LUMP| 34450.00000 34450.00| 34450.00000 34450.00| 36436.00000 36436.00 SURFACE SEAL | | | 0057 711-51038 LUMP| 76420.24000 76420.24| 190000.00000 190000.00| 200000.00000 200000.00 STRUCTURAL STEEL | | | 0058 711-51877 LUMP| 66226.34000 66226.34| 300000.00000 300000.00| 95000.00000 95000.00 JACKING AND SUPPORTING BEAMS | | | 0059 711-96800 16408.000 EACH| 2.50000 41020.00| 2.85000 46762.80| 2.85000 46762.80 STUD SHEAR CONNECTOR | | | 0060 715-05147 2.000 m | 145.01000 290.02| 195.00000 390.00| 688.69000 1377.38 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0061 720-44000 11.000 EACH| 166.22000 1828.42| 250.00000 2750.00| 556.47000 6121.17 CASTING, ADJUST TO GRADE | | | 0062 720-45005 1.000 EACH| 1045.02000 1045.02| 1160.00000 1160.00| 1529.33000 1529.33 INLET, A2 | | | 0063 724-51885 293.000 m | 66.50000 19484.50| 49.00000 14357.00| 63.76000 18681.68 STRUCTURAL EXPANSION JOINT, BS6 | | | 0064 724-51925 104.000 m | 275.33000 28634.32| 375.00000 39000.00| 252.42000 26251.68 STRUCTURAL EXPANSION JOINT, SS | | | 0065 726-92532 60.000 EACH| 926.74000 55604.40| 1200.00000 72000.00| 1433.09000 85985.40 BEARING ASSEMBLY, ELASTOMERIC, III | | | 0066 727-90308 34.000 m | 200.00000 6800.00| 275.00000 9350.00| 225.00000 7650.00 EPOXY INJECTION, CRACK PREPARATION | | | 0067 727-90309 213.000 L | 25.00000 5325.00| 26.00000 5538.00| 25.00000 5325.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0068 727-93560 LUMP| 2500.00000 2500.00| 2900.00000 2900.00| 2500.00000 2500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0069 728-98377 LUMP| 25500.00000 25500.00| 25500.00000 25500.00| 23000.00000 23000.00 MASONRY COATING | | | 0070 801-01504 4.000 EACH| 45.00000 180.00| 19.00000 76.00| 0.45000 1.80 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0071 801-02595 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 120.00000 240.00 CONTROLLER, RESET TIMING | | | 0072 801-04308 7.000 EACH| 270.00000 1890.00| 160.00000 1120.00| 270.00000 1890.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06605 18.000 EACH| 100.00000 1800.00| 98.00000 1764.00| 100.00000 1800.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06606 13.000 EACH| 125.00000 1625.00| 136.00000 1768.00| 125.00000 1625.00 BARRICADE, IIIB | | | 0075 801-06640 26.000 EACH| 125.00000 3250.00| 114.00000 2964.00| 125.00000 3250.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 60.00000 120.00| 38.00000 76.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 24653.17000 24653.17| 20500.00000 20500.00| 175000.00000 175000.00 MAINTAINING TRAFFIC | | | 0078 801-94295 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 180.00000 1440.00 SIGNAL HEAD, RELOCATE | | | 0081 802-76025 6.360 m2 | 113.02000 718.81| 115.00000 731.40| 165.00000 1049.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 1.620 m2 | 118.40000 191.81| 115.00000 186.30| 140.00000 226.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 805-06592 1310.000 m | 26.24000 34374.40| 26.25000 34387.50| 26.40000 34584.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-78470 323.000 m | 0.82000 264.86| 0.85000 274.55| 1.00000 323.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0085 805-78510 16.000 m | 1.48000 23.68| 1.50000 24.00| 2.90000 46.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0086 805-78795 179.000 m | 26.24000 4696.96| 26.25000 4698.75| 23.60000 4224.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-86810 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2900.00000 2900.00 SERVICE POINT, II | | | 0088 805-86920 66.000 EACH| 15.00000 990.00| 15.00000 990.00| 22.25000 1468.50 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0089 805-86930 48.000 EACH| 10.00000 480.00| 10.00000 480.00| 19.50000 936.00 INSULATING LINK, NOT WATERPROOFED | | | 0090 805-86935 8.000 EACH| 12.00000 96.00| 12.00000 96.00| 25.00000 200.00 INSULATING LINK, WATERPROOFED | | | 0091 805-96188 204.000 m | 9.84000 2007.36| 9.85000 2009.40| 25.80000 5263.20 WIRE, AWG, NO. 10 COPPER STRANDED IN | | | DUCT, 2 1/C | | | 0092 805-98335 38.000 m | 10.66000 405.08| 10.65000 404.70| 12.90000 490.20 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0093 805-98336 1195.000 m | 10.66000 12738.70| 10.65000 12726.75| 12.90000 15415.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 807-02191 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 6.10000 12.20 HANDHOLE, LIGHTING | | | 0095 807-02193 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 730.00000 730.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0096 807-02782 2.000 EACH| 525.00000 1050.00| 525.00000 1050.00| 445.00000 890.00 LUMINAIRE MAST ARM, 3.7 m | | | 0097 807-83756 10.000 EACH| 950.00000 9500.00| 950.00000 9500.00| 935.00000 9350.00 LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0098 807-86605 12.000 EACH| 225.00000 2700.00| 225.00000 2700.00| 310.00000 3720.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0099 807-86620 12.000 EACH| 250.00000 3000.00| 250.00000 3000.00| 280.00000 3360.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0100 807-86910 24.000 EACH| 22.00000 528.00| 22.00000 528.00| 24.50000 588.00 CONNECTOR KIT, UNFUSED | | | 0101 807-86915 24.000 EACH| 25.00000 600.00| 25.00000 600.00| 24.50000 588.00 CONNECTOR KIT, FUSED | | | 0102 808-03631 642.000 m | 15.00000 9630.00| 15.00000 9630.00| 3.00000 1926.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0103 808-06701 12.000 m | 1.31000 15.72| 1.50000 18.00| 0.98000 11.76 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0104 808-06703 460.000 m | 2.62000 1205.20| 1.50000 690.00| 0.98000 450.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0105 808-75100 42.000 m | 1.96000 82.32| 5.50000 231.00| 2.46000 103.32 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0106 808-75297 20.000 m | 9.65000 193.00| 16.50000 330.00| 11.48000 229.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0107 808-75320 2.000 EACH| 50.00000 100.00| 100.00000 200.00| 40.00000 80.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 2.000 EACH| 60.00000 120.00| 125.00000 250.00| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 801-06207 4030.000 m | 2.62000 10558.60| 2.55000 10276.50| 2.62000 10558.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 36-2231526 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 615-99189 2.000 EACH| 850.58000 1701.16| 750.00000 1500.00| 400.09000 800.18 PLAQUE, ALUMINUM | | | 0111 305-05206 750.000 Mg | 54.60000 40950.00| 38.00000 28500.00| 50.00000 37500.00 WIDENING WITH HMA | | | SECTION TOTALS | $ 3,727,712.00| $ 4,155,646.67| $ 4,332,878.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,727,712.00| $ 4,155,646.67| $ 4,332,878.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 18.000 MOS | 1200.00000 21600.00| 1850.00000 33300.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 85000.00000 85000.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 235000.00000 235000.00| 240000.00000 240000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 17.000 EACH| 200.00000 3400.00| 200.00000 3400.00| LIGHT STANDARD, REMOVE | | | 0005 202-02240 700.000 m2 | 31.00000 21700.00| 28.25000 19775.00| PAVEMENT, REMOVE | | | 0006 202-02273 625.000 m2 | 25.00000 15625.00| 20.00000 12500.00| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02274 325.000 m | 12.00000 3900.00| 17.00000 5525.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-03135 11.000 m2 | 270.00000 2970.00| 1000.00000 11000.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 569000.00000 569000.00| 798000.00000 798000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 490.000 m2 | 16.00000 7840.00| 12.50000 6125.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 3960.000 m2 | 2.50000 9900.00| 4.65000 18414.00| SURFACE MILLING, ASPHALT | | | 0012 203-02020 308.000 m3 | 40.00000 12320.00| 24.50000 7546.00| EXCAVATION, UNCLASSIFIED | | | 0013 206-93520 37.000 m2 | 300.00000 11100.00| 475.00000 17575.00| TEMPORARY SHEET PILING | | | 0014 206-98327 95.000 m2 | 350.00000 33250.00| 550.00000 52250.00| SHEET PILING, STEEL, S 30.2 | | | 0015 211-02060 347.000 m3 | 25.00000 8675.00| 45.00000 15615.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 40.000 m3 | 30.00000 1200.00| 75.00000 3000.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 205.000 Mg | 18.00000 3690.00| 40.00000 8200.00| COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 310.000 Mg | 63.00000 19530.00| 63.00000 19530.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 800.000 Mg | 34.40000 27520.00| 34.40000 27520.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 365.000 Mg | 43.60000 15914.00| 43.60000 15914.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05495 342.000 Mg | 43.60000 14911.20| 43.60000 14911.20| HMA WEDGE AND LEVEL | | | 0022 406-05520 1.100 Mg | 1500.00000 1650.00| 1500.00000 1650.00| ASPHALT FOR TACK COAT | | | 0023 503-05310 37.000 m | 425.00000 15725.00| 300.00000 11100.00| TERMINAL JOINT | | | 0024 506-06333 600.000 m2 | 90.00000 54000.00| 100.00000 60000.00| PCCP PATCHING, FULL DEPTH | | | 0025 601-04746 2.000 EACH| 2000.00000 4000.00| 11000.00000 22000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-06224 2.000 EACH| 35150.00000 70300.00| 36000.00000 72000.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0027 601-95344 23.000 m | 494.00000 11362.00| 494.00000 11362.00| HANDRAIL, PEDESTRIAN , MODIFIED | | | 0028 602-06639 343.000 m | 40.10000 13754.30| 95.00000 32585.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 604-06069 80.000 m2 | 40.00000 3200.00| 60.00000 4800.00| CURB RAMP, CONCRETE | | | 0030 604-91531 165.000 m2 | 35.00000 5775.00| 45.00000 7425.00| SIDEWALK, CONCRETE, 100 mm | | | 0031 605-06100 55.000 m | 40.00000 2200.00| 45.00000 2475.00| CURB, INTEGRAL, C, CONCRETE | | | 0032 605-06121 15.000 m | 75.00000 1125.00| 45.00000 675.00| CURB, CONCRETE, B | | | 0033 605-06140 38.000 m | 95.00000 3610.00| 45.00000 1710.00| CURB AND GUTTER, CONCRETE | | | 0034 605-06255 620.000 m2 | 90.00000 55800.00| 70.00000 43400.00| CENTER CURB, D, CONCRETE | | | 0035 610-05527 41.000 Mg | 71.55000 2933.55| 36.55000 1498.55| HMA FOR APPROACHES | | | 0036 610-06257 478.000 m2 | 70.00000 33460.00| 60.00000 28680.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 611-05330 91.000 m2 | 40.00000 3640.00| 55.00000 5005.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0038 616-02320 90.000 m2 | 13.00000 1170.00| 5.00000 450.00| GEOTEXTILES | | | 0039 619-05926 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-51859 LUMP| 80000.00000 80000.00| 80000.00000 80000.00| PAINT STEEL BRIDGE | | | 0041 619-61000 LUMP| 211000.00000 211000.00| 200000.00000 200000.00| CLEAN STEEL BRIDGE | | | 0042 702-51005 171.300 m3 | 745.00000 127618.50| 775.00000 132757.50| CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51015 8.200 m3 | 700.00000 5740.00| 400.00000 3280.00| CONCRETE, B, FOOTINGS | | | 0044 702-51100 2600.000 kg | 2.50000 6500.00| 0.10000 260.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0045 702-51110 1167.000 kg | 8.60000 10036.20| 5.00000 5835.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0046 702-51863 2326.000 EACH| 16.50000 38379.00| 12.00000 27912.00| FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-94139 8.800 m3 | 1200.00000 10560.00| 750.00000 6600.00| CONCRETE, A, ABOVE FOOTINGS | | | 0048 703-51030 13126.000 kg | 1.50000 19689.00| 1.55000 20345.30| REINFORCING STEEL | | | 0049 703-51032 267613.000 kg | 1.55000 414800.15| 1.70000 454942.10| REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 1646.100 m3 | 790.00000 1300419.00| 525.00000 864202.50| CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 867.000 m | 260.00000 225420.00| 400.00000 346800.00| RAILING, TX | | | 0052 706-06372 2.000 EACH| 4540.00000 9080.00| 7500.00000 15000.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED, TYPE I | | | 0053 706-06372 2.000 EACH| 4265.00000 8530.00| 6500.00000 13000.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED, TYPE II | | | 0054 708-51813 366.000 m2 | 280.00000 102480.00| 285.00000 104310.00| PNEUMATICALLY PLACED MORTAR | | | 0055 708-51814 235.000 m2 | 27.00000 6345.00| 30.00000 7050.00| WELDED STEEL WIRE FABRIC | | | 0056 709-51821 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| SURFACE SEAL | | | 0057 711-51038 LUMP| 135000.00000 135000.00| 170000.00000 170000.00| STRUCTURAL STEEL | | | 0058 711-51877 LUMP| 240000.00000 240000.00| 255000.00000 255000.00| JACKING AND SUPPORTING BEAMS | | | 0059 711-96800 16408.000 EACH| 3.00000 49224.00| 2.85000 46762.80| STUD SHEAR CONNECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05147 2.000 m | 20.00000 40.00| 225.00000 450.00| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0061 720-44000 11.000 EACH| 330.00000 3630.00| 500.00000 5500.00| CASTING, ADJUST TO GRADE | | | 0062 720-45005 1.000 EACH| 1450.00000 1450.00| 1050.00000 1050.00| INLET, A2 | | | 0063 724-51885 293.000 m | 57.35000 16803.55| 50.00000 14650.00| STRUCTURAL EXPANSION JOINT, BS6 | | | 0064 724-51925 104.000 m | 390.60000 40622.40| 315.00000 32760.00| STRUCTURAL EXPANSION JOINT, SS | | | 0065 726-92532 60.000 EACH| 1260.00000 75600.00| 1275.00000 76500.00| BEARING ASSEMBLY, ELASTOMERIC, III | | | 0066 727-90308 34.000 m | 275.00000 9350.00| 90.00000 3060.00| EPOXY INJECTION, CRACK PREPARATION | | | 0067 727-90309 213.000 L | 26.00000 5538.00| 20.00000 4260.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0068 727-93560 LUMP| 2900.00000 2900.00| 1000.00000 1000.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0069 728-98377 LUMP| 22000.00000 22000.00| 22500.00000 22500.00| MASONRY COATING | | | 0070 801-01504 4.000 EACH| 45.00000 180.00| 45.00000 180.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0071 801-02595 2.000 EACH| 250.00000 500.00| 250.00000 500.00| CONTROLLER, RESET TIMING | | | 0072 801-04308 7.000 EACH| 270.00000 1890.00| 364.00000 2548.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06605 18.000 EACH| 100.00000 1800.00| 288.00000 5184.00| BARRICADE, IIIA | | | 0074 801-06606 13.000 EACH| 125.00000 1625.00| 315.00000 4095.00| BARRICADE, IIIB | | | 0075 801-06640 26.000 EACH| 125.00000 3250.00| 315.00000 8190.00| CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 60.00000 120.00| 250.00000 500.00| CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 7490.00000 7490.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0078 801-94295 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| SIGNAL HEAD, RELOCATE | | | 0081 802-76025 6.360 m2 | 176.00000 1119.36| 115.00000 731.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 802-76035 1.620 m2 | 234.00000 379.08| 120.00000 194.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 805-06592 1310.000 m | 26.24000 34374.40| 26.25000 34387.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-78470 323.000 m | 0.82000 264.86| 1.00000 323.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0085 805-78510 16.000 m | 1.48000 23.68| 1.50000 24.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0086 805-78795 179.000 m | 26.24000 4696.96| 26.25000 4698.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-86810 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| SERVICE POINT, II | | | 0088 805-86920 66.000 EACH| 15.00000 990.00| 15.00000 990.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0089 805-86930 48.000 EACH| 10.00000 480.00| 10.00000 480.00| INSULATING LINK, NOT WATERPROOFED | | | 0090 805-86935 8.000 EACH| 12.00000 96.00| 12.00000 96.00| INSULATING LINK, WATERPROOFED | | | 0091 805-96188 204.000 m | 9.84000 2007.36| 10.00000 2040.00| WIRE, AWG, NO. 10 COPPER STRANDED IN | | | DUCT, 2 1/C | | | 0092 805-98335 38.000 m | 10.66000 405.08| 11.75000 446.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0093 805-98336 1195.000 m | 10.66000 12738.70| 10.45000 12487.75| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0094 807-02191 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| HANDHOLE, LIGHTING | | | 0095 807-02193 1.000 EACH| 550.00000 550.00| 550.00000 550.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0096 807-02782 2.000 EACH| 525.00000 1050.00| 525.00000 1050.00| LUMINAIRE MAST ARM, 3.7 m | | | 0097 807-83756 10.000 EACH| 950.00000 9500.00| 950.00000 9500.00| LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0098 807-86605 12.000 EACH| 225.00000 2700.00| 225.00000 2700.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/26/02 PAGE : 611 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,971,847.60 ROUTE : COLUMBIA AVENUE CALL ORDER : 611 CONTRACT ID : B -26073-A COUNTIES : LAKE LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2046200 | |SUPERIOR CONSTRUCTION CO |KENNY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 807-86620 12.000 EACH| 250.00000 3000.00| 250.00000 3000.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0100 807-86910 24.000 EACH| 22.00000 528.00| 22.00000 528.00| CONNECTOR KIT, UNFUSED | | | 0101 807-86915 24.000 EACH| 25.00000 600.00| 25.00000 600.00| CONNECTOR KIT, FUSED | | | 0102 808-03631 642.000 m | 15.00000 9630.00| 5.00000 3210.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0103 808-06701 12.000 m | 1.31000 15.72| 2.00000 24.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0104 808-06703 460.000 m | 2.62000 1205.20| 2.65000 1219.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0105 808-75100 42.000 m | 1.96000 82.32| 2.00000 84.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0106 808-75297 20.000 m | 9.65000 193.00| 10.00000 200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0107 808-75320 2.000 EACH| 50.00000 100.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 2.000 EACH| 60.00000 120.00| 60.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0109 801-06207 4030.000 m | 2.62000 10558.60| 2.65000 10679.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0110 615-99189 2.000 EACH| 619.85000 1239.70| 300.00000 600.00| PLAQUE, ALUMINUM | | | 0111 305-05206 750.000 Mg | 56.45000 42337.50| 37.45000 28087.50| WIDENING WITH HMA | | | SECTION TOTALS | $ 4,782,445.37| $ 4,804,151.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,782,445.37| $ 4,804,151.25| ====================================================================================================================================