INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 879,967.99 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 910,527.09 103.4728% 3 35-1310611 DUNCAN ROBERTSON INC $ 939,658.27 106.7832% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 973,144.01 110.5886% 5 35-1357381 O`MARA, DAVE CONTRACTOR $ 987,544.46 112.2250% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,012,823.57 115.0978% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,077,971.45 122.5012% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1549010 |( 3 ) 35-1310611 |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 18000.00000 18000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1000.00000 10000.00| 1900.00000 19000.00| 1500.00000 15000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 43250.00000 43250.00| 42540.00000 42540.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8500.00000 8500.00| 37500.00000 37500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 45000.00000 45000.00| 25500.00000 25500.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 8588.000 m3 | 12.50000 107350.00| 10.00000 85880.00| 10.00000 85880.00 EXCAVATION, COMMON | | | 0009 203-02070 6957.000 m3 | 12.50000 86962.50| 13.50000 93919.50| 12.00000 83484.00 BORROW | | | 0010 204-02290 14.000 EACH | 250.00000 3500.00| 650.00000 9100.00| 250.00000 3500.00 SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1549010 |( 3 ) 35-1310611 |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-03371 285.000 m3 | 1.00000 285.00| 8.00000 2280.00| 10.00000 2850.00 SEDIMENT REMOVE | | | 0012 205-06931 831.500 Mg | 16.60000 13802.90| 24.50000 20371.75| 20.00000 16630.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 20.800 Mg | 20.00000 416.00| 38.00000 790.40| 25.00000 520.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 10.000 m | 25.00000 250.00| 7.50000 75.00| 15.00000 150.00 TEMPORARY SILT FENCE | | | 0015 205-06938 22.000 m | 20.00000 440.00| 73.00000 1606.00| 40.00000 880.00 TEMPORARY SLOPE DRAIN | | | 0016 206-51215 34.600 m3 | 150.00000 5190.00| 285.00000 9861.00| 300.00000 10380.00 EXCAVATION, X | | | 0017 206-51220 74.900 m3 | 200.00000 14980.00| 240.00000 17976.00| 300.00000 22470.00 EXCAVATION, WET | | | 0018 206-51225 121.600 m3 | 20.00000 2432.00| 16.00000 1945.60| 25.00000 3040.00 EXCAVATION, DRY | | | 0019 207-08266 741.000 m2 | 5.00000 3705.00| 8.50000 6298.50| 6.25000 4631.25 SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 17.400 m3 | 45.00000 783.00| 41.00000 713.40| 40.00000 696.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 6.800 m3 | 45.00000 306.00| 31.00000 210.80| 40.00000 272.00 STRUCTURE BACKFILL | | | 0022 301-07448 1554.800 Mg | 18.50000 28763.80| 21.00000 32650.80| 18.00000 27986.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 13.400 m3 | 45.00000 603.00| 41.80000 560.12| 40.00000 536.00 DENSE GRADED SUBBASE | | | 0024 402-07432 235.700 Mg | 65.00000 15320.50| 74.00000 17441.80| 68.00000 16027.60 HMA SURFACE, TYPE A | | | 0025 402-07435 399.100 Mg | 50.00000 19955.00| 60.00000 23946.00| 54.00000 21551.40 HMA INTERMEDIATE, TYPE A | | | 0026 404-05514 540.000 m2 | 8.00000 4320.00| 9.50000 5130.00| 8.80000 4752.00 SEAL COAT, 5 | | | 0027 406-05521 2635.000 m2 | 0.15000 395.25| 0.18000 474.30| 0.20000 527.00 ASPHALT FOR TACK COAT | | | 0028 601-06037 4.000 EACH | 750.00000 3000.00| 846.00000 3384.00| 775.00000 3100.00 GUARDRAIL END TREATMENT, I | | | 0029 601-06374 4.000 EACH | 675.00000 2700.00| 756.00000 3024.00| 700.00000 2800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 57.150 m | 46.50000 2657.48| 52.20000 2983.23| 48.00000 2743.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1549010 |( 3 ) 35-1310611 |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 609-06257 89.200 m2 | 70.00000 6244.00| 78.00000 6957.60| 80.00000 7136.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 3112.300 m2 | 3.00000 9336.90| 2.75000 8558.83| 3.25000 10114.98 GEOTEXTILES | | | 0033 616-06405 963.300 Mg | 18.50000 17821.05| 22.50000 21674.25| 22.00000 21192.60 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 540.00000 1080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 63.900 kg | 25.00000 1597.50| 8.60000 549.54| 20.00000 1278.00 SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 1.800 Mg | 400.00000 720.00| 595.00000 1071.00| 400.00000 720.00 FERTILIZER | | | 0037 621-06553 261.300 kg | 7.00000 1829.10| 5.96000 1557.35| 6.60000 1724.58 SEED MIXTURE, R | | | 0038 621-06557 121.600 kg | 4.00000 486.40| 5.57000 677.31| 4.40000 535.04 SEED MIXTURE, T | | | 0039 621-06565 12.100 Mg | 330.00000 3993.00| 462.00000 5590.20| 360.00000 4356.00 MULCHING MATERIAL | | | 0040 621-06567 1.200 kL | 5.00000 6.00| 7.20000 8.64| 6.00000 7.20 WATER | | | 0041 621-06575 67.100 m2 | 5.00000 335.50| 7.20000 483.12| 3.30000 221.43 SODDING, NURSERY | | | 0042 622-91786 170.000 EACH | 6.60000 1122.00| 9.50000 1615.00| 7.00000 1190.00 SEEDLING | | | 0043 701-51195 48.000 m | 160.00000 7680.00| 210.00000 10080.00| 200.00000 9600.00 PILE, STEEL H, HP 310 X 79 | | | 0044 701-91792 8.000 EACH | 110.00000 880.00| 100.00000 800.00| 100.00000 800.00 PILE TIP, STEEL H , 310 X 79 | | | 0045 702-51005 52.100 m3 | 550.00000 28655.00| 442.00000 23028.20| 500.00000 26050.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 21.600 m3 | 500.00000 10800.00| 395.00000 8532.00| 500.00000 10800.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5827.000 kg | 1.60000 9323.20| 1.55000 9031.85| 1.40000 8157.80 REINFORCING STEEL | | | 0048 703-51032 25999.000 kg | 1.80000 46798.20| 1.66000 43158.34| 1.60000 41598.40 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 159.200 m3 | 575.00000 91540.00| 525.00000 83580.00| 750.00000 119400.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1549010 |( 3 ) 35-1310611 |ERBER & MILLIGAN CONSTR. CO. |MCALISTER EXCAVATING CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 706-06344 140.970 m | 153.00000 21568.41| 160.25000 22590.44| 157.00000 22132.29 RAILING, TS-1 | | | 0051 707-05984 288.000 m | 560.00000 161280.00| 553.00000 159264.00| 750.00000 216000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0053 715-05119 12.000 m | 65.00000 780.00| 110.00000 1320.00| 75.00000 900.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-05169 14.000 m | 65.00000 910.00| 110.00000 1540.00| 75.00000 1050.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 29.000 m | 17.50000 507.50| 32.00000 928.00| 20.00000 580.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 715-46005 4.000 EACH | 250.00000 1000.00| 210.00000 840.00| 275.00000 1100.00 PIPE END SECTION, 375 mm | | | 0057 801-04308 3.000 EACH | 400.00000 1200.00| 540.00000 1620.00| 500.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06640 12.000 EACH | 275.00000 3300.00| 200.00000 2400.00| 190.00000 2280.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 2000.00000 2000.00| 3800.00000 3800.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0060 801-07118 21.600 m | 68.00000 1468.80| 72.00000 1555.20| 66.00000 1425.60 BARRICADE, III-A | | | 0061 802-76035 0.810 m2 | 200.00000 162.00| 222.00000 179.82| 200.00000 162.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 802-76055 14.000 m | 11.00000 154.00| 12.30000 172.20| 11.25000 157.50 SIGN POST, A | | | SECTION TOTALS | $ 879,967.99| $ 910,527.09| $ 939,658.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 879,967.99| $ 910,527.09| $ 939,658.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 9600.00000 9600.00| 15000.00000 15000.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1345.00000 13450.00| 1500.00000 15000.00| 1700.00000 17000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 50697.00000 50697.00| 50000.00000 50000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 25687.00000 25687.00| 55000.00000 55000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 27462.00000 27462.00| 27000.00000 27000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 8588.000 m3 | 12.06000 103571.28| 11.00000 94468.00| 6.25000 53675.00 EXCAVATION, COMMON | | | 0009 203-02070 6957.000 m3 | 18.28000 127173.96| 10.00000 69570.00| 8.50000 59134.50 BORROW | | | 0010 204-02290 14.000 EACH | 487.00000 6818.00| 1200.00000 16800.00| 2100.00000 29400.00 SETTLEMENT PLATE | | | 0011 205-03371 285.000 m3 | 6.37000 1815.45| 11.00000 3135.00| 28.00000 7980.00 SEDIMENT REMOVE | | | 0012 205-06931 831.500 Mg | 26.08000 21685.52| 22.00000 18293.00| 20.00000 16630.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 20.800 Mg | 43.31000 900.85| 44.00000 915.20| 24.00000 499.20 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 10.000 m | 6.00000 60.00| 15.00000 150.00| 6.50000 65.00 TEMPORARY SILT FENCE | | | 0015 205-06938 22.000 m | 51.00000 1122.00| 140.00000 3080.00| 50.00000 1100.00 TEMPORARY SLOPE DRAIN | | | 0016 206-51215 34.600 m3 | 200.00000 6920.00| 200.00000 6920.00| 100.00000 3460.00 EXCAVATION, X | | | 0017 206-51220 74.900 m3 | 45.87000 3435.66| 80.00000 5992.00| 200.00000 14980.00 EXCAVATION, WET | | | 0018 206-51225 121.600 m3 | 13.09000 1591.74| 38.00000 4620.80| 25.00000 3040.00 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 741.000 m2 | 8.78000 6505.98| 2.60000 1926.60| 6.00000 4446.00 SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 17.400 m3 | 66.00000 1148.40| 85.00000 1479.00| 80.00000 1392.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 6.800 m3 | 117.00000 795.60| 80.00000 544.00| 42.00000 285.60 STRUCTURE BACKFILL | | | 0022 301-07448 1554.800 Mg | 19.00000 29541.20| 15.00000 23322.00| 20.00000 31096.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 13.400 m3 | 62.82000 841.79| 60.00000 804.00| 85.00000 1139.00 DENSE GRADED SUBBASE | | | 0024 402-07432 235.700 Mg | 62.00000 14613.40| 62.00000 14613.40| 110.00000 25927.00 HMA SURFACE, TYPE A | | | 0025 402-07435 399.100 Mg | 49.00000 19555.90| 49.00000 19555.90| 58.00000 23147.80 HMA INTERMEDIATE, TYPE A | | | 0026 404-05514 540.000 m2 | 8.00000 4320.00| 8.00000 4320.00| 4.00000 2160.00 SEAL COAT, 5 | | | 0027 406-05521 2635.000 m2 | 0.15000 395.25| 0.15000 395.25| 0.90000 2371.50 ASPHALT FOR TACK COAT | | | 0028 601-06037 4.000 EACH | 705.00000 2820.00| 750.00000 3000.00| 725.00000 2900.00 GUARDRAIL END TREATMENT, I | | | 0029 601-06374 4.000 EACH | 630.00000 2520.00| 675.00000 2700.00| 635.00000 2540.00 GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 57.150 m | 43.50000 2486.03| 45.00000 2571.75| 44.00000 2514.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 609-06257 89.200 m2 | 67.26000 5999.59| 62.00000 5530.40| 75.00000 6690.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 3112.300 m2 | 1.75000 5446.53| 3.80000 11826.74| 2.75000 8558.83 GEOTEXTILES | | | 0033 616-06405 963.300 Mg | 22.02000 21211.87| 22.00000 21192.60| 28.00000 26972.40 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH | 490.00000 980.00| 425.00000 850.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 63.900 kg | 18.00000 1150.20| 8.20000 523.98| 20.00000 1278.00 SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 1.800 Mg | 360.00000 648.00| 650.00000 1170.00| 375.00000 675.00 FERTILIZER | | | 0037 621-06553 261.300 kg | 6.10000 1593.93| 6.80000 1776.84| 6.25000 1633.13 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06557 121.600 kg | 4.00000 486.40| 0.60000 72.96| 4.25000 516.80 SEED MIXTURE, T | | | 0039 621-06565 12.100 Mg | 330.00000 3993.00| 625.00000 7562.50| 340.00000 4114.00 MULCHING MATERIAL | | | 0040 621-06567 1.200 kL | 5.00000 6.00| 22.00000 26.40| 5.00000 6.00 WATER | | | 0041 621-06575 67.100 m2 | 3.00000 201.30| 3.90000 261.69| 3.10000 208.01 SODDING, NURSERY | | | 0042 622-91786 170.000 EACH | 6.00000 1020.00| 6.00000 1020.00| 6.10000 1037.00 SEEDLING | | | 0043 701-51195 48.000 m | 196.00000 9408.00| 300.00000 14400.00| 250.00000 12000.00 PILE, STEEL H, HP 310 X 79 | | | 0044 701-91792 8.000 EACH | 77.90000 623.20| 110.00000 880.00| 175.00000 1400.00 PILE TIP, STEEL H , 310 X 79 | | | 0045 702-51005 52.100 m3 | 586.00000 30530.60| 525.00000 27352.50| 850.00000 44285.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 21.600 m3 | 888.64000 19194.62| 400.00000 8640.00| 750.00000 16200.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5827.000 kg | 1.43000 8332.61| 1.70000 9905.90| 2.00000 11654.00 REINFORCING STEEL | | | 0048 703-51032 25999.000 kg | 1.85000 48098.15| 1.80000 46798.20| 2.20000 57197.80 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 159.200 m3 | 750.00000 119400.00| 525.00000 83580.00| 850.00000 135320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06344 140.970 m | 143.00000 20158.71| 165.00000 23260.05| 150.00000 21145.50 RAILING, TS-1 | | | 0051 707-05984 288.000 m | 593.50000 170928.00| 840.00000 241920.00| 775.00000 223200.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP | 2560.00000 2560.00| 4500.00000 4500.00| 2600.00000 2600.00 SURFACE SEAL | | | 0053 715-05119 12.000 m | 84.53000 1014.36| 140.00000 1680.00| 45.00000 540.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-05169 14.000 m | 75.97000 1063.58| 130.00000 1820.00| 45.00000 630.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 29.000 m | 15.00000 435.00| 20.00000 580.00| 60.00000 1740.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 715-46005 4.000 EACH | 401.00000 1604.00| 210.00000 840.00| 400.00000 1600.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-04308 3.000 EACH | 450.00000 1350.00| 475.00000 1425.00| 475.00000 1425.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06640 12.000 EACH | 170.00000 2040.00| 190.00000 2280.00| 175.00000 2100.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 4541.00000 4541.00| 3000.00000 3000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0060 801-07118 21.600 m | 60.00000 1296.00| 63.00000 1360.80| 65.00000 1404.00 BARRICADE, III-A | | | 0061 802-76035 0.810 m2 | 185.00000 149.85| 200.00000 162.00| 190.00000 153.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 802-76055 14.000 m | 10.25000 143.50| 12.00000 168.00| 11.00000 154.00 SIGN POST, A | | | SECTION TOTALS | $ 973,144.01| $ 987,544.46| $ 1,012,823.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 973,144.01| $ 987,544.46| $ 1,012,823.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1600.00000 16000.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 53000.00000 53000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 39500.00000 39500.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 8588.000 m3 | 6.00000 51528.00| | EXCAVATION, COMMON | | | 0009 203-02070 6957.000 m3 | 8.30000 57743.10| | BORROW | | | 0010 204-02290 14.000 EACH | 500.00000 7000.00| | SETTLEMENT PLATE | | | 0011 205-03371 285.000 m3 | 27.00000 7695.00| | SEDIMENT REMOVE | | | 0012 205-06931 831.500 Mg | 25.00000 20787.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 20.800 Mg | 23.00000 478.40| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 10.000 m | 12.00000 120.00| | TEMPORARY SILT FENCE | | | 0015 205-06938 22.000 m | 44.00000 968.00| | TEMPORARY SLOPE DRAIN | | | 0016 206-51215 34.600 m3 | 225.00000 7785.00| | EXCAVATION, X | | | 0017 206-51220 74.900 m3 | 275.00000 20597.50| | EXCAVATION, WET | | | 0018 206-51225 121.600 m3 | 40.00000 4864.00| | EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 741.000 m2 | 20.00000 14820.00| | SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 17.400 m3 | 125.00000 2175.00| | AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 6.800 m3 | 40.00000 272.00| | STRUCTURE BACKFILL | | | 0022 301-07448 1554.800 Mg | 34.00000 52863.20| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 13.400 m3 | 105.00000 1407.00| | DENSE GRADED SUBBASE | | | 0024 402-07432 235.700 Mg | 74.00000 17441.80| | HMA SURFACE, TYPE A | | | 0025 402-07435 399.100 Mg | 71.00000 28336.10| | HMA INTERMEDIATE, TYPE A | | | 0026 404-05514 540.000 m2 | 13.00000 7020.00| | SEAL COAT, 5 | | | 0027 406-05521 2635.000 m2 | 0.10000 263.50| | ASPHALT FOR TACK COAT | | | 0028 601-06037 4.000 EACH | 705.00000 2820.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-06374 4.000 EACH | 630.00000 2520.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 57.150 m | 43.50000 2486.03| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 609-06257 89.200 m2 | 100.00000 8920.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 3112.300 m2 | 2.60000 8091.98| | GEOTEXTILES | | | 0033 616-06405 963.300 Mg | 27.00000 26009.10| | RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH | 490.00000 980.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 63.900 kg | 18.00000 1150.20| | SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 1.800 Mg | 360.00000 648.00| | FERTILIZER | | | 0037 621-06553 261.300 kg | 6.10000 1593.93| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06557 121.600 kg | 4.00000 486.40| | SEED MIXTURE, T | | | 0039 621-06565 12.100 Mg | 330.00000 3993.00| | MULCHING MATERIAL | | | 0040 621-06567 1.200 kL | 5.00000 6.00| | WATER | | | 0041 621-06575 67.100 m2 | 3.00000 201.30| | SODDING, NURSERY | | | 0042 622-91786 170.000 EACH | 6.00000 1020.00| | SEEDLING | | | 0043 701-51195 48.000 m | 220.00000 10560.00| | PILE, STEEL H, HP 310 X 79 | | | 0044 701-91792 8.000 EACH | 150.00000 1200.00| | PILE TIP, STEEL H , 310 X 79 | | | 0045 702-51005 52.100 m3 | 1400.00000 72940.00| | CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 21.600 m3 | 950.00000 20520.00| | CONCRETE, B, FOOTINGS | | | 0047 703-51030 5827.000 kg | 1.75000 10197.25| | REINFORCING STEEL | | | 0048 703-51032 25999.000 kg | 1.90000 49398.10| | REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 159.200 m3 | 850.00000 135320.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06344 140.970 m | 143.00000 20158.71| | RAILING, TS-1 | | | 0051 707-05984 288.000 m | 810.00000 233280.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP | 2560.00000 2560.00| | SURFACE SEAL | | | 0053 715-05119 12.000 m | 40.00000 480.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-05169 14.000 m | 40.00000 560.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 29.000 m | 25.00000 725.00| | PIPE, END BENT DRAIN, 150 mm | | | 0056 715-46005 4.000 EACH | 375.00000 1500.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 521 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,237.96 ROUTE : CR 1220N CALL ORDER : 521 CONTRACT ID : B -27088-A COUNTIES : JENNINGS LETTING DATE : 01/18/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-04308 3.000 EACH | 450.00000 1350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06640 12.000 EACH | 170.00000 2040.00| | CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0060 801-07118 21.600 m | 60.00000 1296.00| | BARRICADE, III-A | | | 0061 802-76035 0.810 m2 | 185.00000 149.85| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 802-76055 14.000 m | 10.25000 143.50| | SIGN POST, A | | | SECTION TOTALS | $ 1,077,971.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,077,971.45| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,899,637.18 ROUTE : SR 933 CALL ORDER : 531 CONTRACT ID : B -27194-A COUNTIES : ST. JOSEPH LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0154474 JCI BRIDGE GROUP INC $ 1,787,691.55 100.0000% ==================================================================================================================================== |( 1 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 3200.00000 3200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 2800.00000 39200.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 89000.00000 89000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8000.00000 8000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02236 1975.000 SYS | 30.31000 59862.25| | SURFACE, REMOVE | | | 0008 202-02278 228.000 LFT | 7.36000 1678.08| | CURB, CONCRETE, REMOVE | | | 0009 202-51328 LUMP | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 153.000 SYS | 5.64000 862.92| | SIDEWALK, CONCRETE, REMOVE | | | 0011 203-02070 20.000 CYS | 19.70000 394.00| | BORROW | | | 0012 206-51235 LUMP | 775000.00000 775000.00| | COFFERDAM | | | 0013 210-05720 LUMP | 79848.00000 79848.00| | REPOINTING , MORTAR JOINTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,899,637.18 ROUTE : SR 933 CALL ORDER : 531 CONTRACT ID : B -27194-A COUNTIES : ST. JOSEPH LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 210-08287 LUMP | 9370.00000 9370.00| | NON-DESTRUCTIVE , TESTING | | | 0015 306-08043 1232.000 SYS | 4.58000 5642.56| | MILLING, TRANSITION | | | 0016 502-06627 2372.000 SYS | 36.67000 86981.24| | PCCP, 6 IN. | | | 0017 604-07896 12.200 SYS | 174.63000 2130.49| | CURB RAMP, CONCRETE, B | | | 0018 604-91531 137.000 SYS | 28.34000 3882.58| | SIDEWALK, CONCRETE, 4 IN. | | | 0019 605-06120 210.000 LFT | 31.55000 6625.50| | CURB, CONCRETE | | | 0020 610-07488 205.000 TON | 66.00000 13530.00| | HMA FOR APPROACHES, TYPE C | | | 0021 616-02320 136.000 SYS | 5.24000 712.64| | GEOTEXTILES | | | 0022 616-04918 12.000 SYS | 5000.00000 60000.00| | LIMESTONE , REPLACEMENT | | | 0023 616-05688 440.000 TON | 68.58000 30175.20| | RIPRAP, CLASS 1 | | | 0024 616-94213 130.000 SYS | 125.04000 16255.20| | RIPRAP, GROUTED , 24 IN. | | | 0025 622-02564 LUMP | 9004.06000 9004.06| | LANDSCAPING | | | 0026 702-51863 646.000 EACH | 10.98000 7093.08| | FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-51863 92.000 EACH | 100.00000 9200.00| | FIELD DRILLED HOLE IN CONCRETE , EPOXY | | | INJECTION | | | 0028 703-51032 39254.000 LBS | 1.07000 42001.78| | REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 323.000 EACH | 12.34000 3985.82| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 706-92612 646.500 LFT | 53.15000 34361.48| | RAILING, CONCRETE, C, MODIFIED | | | 0031 708-05394 LUMP | 972.00000 972.00| | REPAIR , MASONRY | | | 0032 708-51813 730.000 SFT | 90.00000 65700.00| | PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,899,637.18 ROUTE : SR 933 CALL ORDER : 531 CONTRACT ID : B -27194-A COUNTIES : ST. JOSEPH LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 708-51814 730.000 SFT | 7.00000 5110.00| | WELDED STEEL WIRE FABRIC | | | 0034 709-51821 LUMP | 38800.00000 38800.00| | SURFACE SEAL | | | 0035 711-92500 113.000 EACH | 21.30000 2406.90| | ANCHOR ROD , STAINLESS STEEL | | | 0036 715-91361 48.000 LFT | 105.54000 5065.92| | PIPE, PVC, 6 IN. , WITH PERFORATED CAP | | | 0037 720-03194 4.000 EACH | 166.85000 667.40| | MANHOLE , RESET | | | 0038 720-44000 11.000 EACH | 166.85000 1835.35| | CASTING, ADJUST TO GRADE | | | 0039 727-90308 25.000 LFT | 80.00000 2000.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0040 727-90309 190.000 GAL | 80.00000 15200.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0041 727-93560 LUMP | 5000.00000 5000.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0042 801-02595 2.000 EACH | 250.00000 500.00| | CONTROLLER, RESET TIMING | | | 0043 801-06203 1738.000 LFT | 0.35000 608.30| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 4184.000 LFT | 0.80000 3347.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 35.000 EACH | 98.00000 3430.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 4.000 EACH | 50.00000 200.00| | CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP | 13068.89000 13068.89| | MAINTAINING TRAFFIC | | | 0049 801-07023 1.000 EACH | 6400.00000 6400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0050 801-07118 60.000 LFT | 10.50000 630.00| | BARRICADE, III-A | | | 0051 801-08388 330.000 LFT | 31.06000 10249.80| | TEMPORARY TRAFFIC BARRIER | | | 0052 801-08389 160.000 LFT | 33.34000 5334.40| | TEMPORARY TRAFFIC BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,899,637.18 ROUTE : SR 933 CALL ORDER : 531 CONTRACT ID : B -27194-A COUNTIES : ST. JOSEPH LETTING DATE : 01/18/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-94295 4.000 EACH | 400.00000 1600.00| | SIGNAL HEAD, RELOCATE | | | 0054 805-06592 143.000 LFT | 12.00000 1716.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0055 805-06595 1440.000 LFT | 4.80000 6912.00| | CONDUIT, PVC, 2 IN. | | | 0056 805-86843 572.000 LFT | 3.20000 1830.40| | WIRE, NO. 4 COPPER, 1C | | | 0057 807-02191 8.000 EACH | 850.00000 6800.00| | HANDHOLE, LIGHTING | | | 0058 807-03802 8.000 EACH | 15800.00000 126400.00| | LIGHT STANDARDS , ORNAMENTAL | | | 0059 808-01238 1.000 EACH | 400.00000 400.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0060 808-03002 405.000 LFT | 2.00000 810.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0061 808-03632 1768.000 LFT | 2.00000 3536.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 2029.000 LFT | 0.59000 1197.11| | LINE, REMOVE | | | 0063 808-74805 120.000 LFT | 4.00000 480.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0064 808-74807 1.000 EACH | 100.00000 100.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0065 808-74808 1.000 EACH | 125.00000 125.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0066 808-94455 210.000 LFT | 6.00000 1260.00| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | SECTION TOTALS | $ 1,787,691.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,787,691.55| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 2,905,917.15 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 2,984,943.85 102.7195% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 2,989,946.49 102.8917% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,329,400.45 114.5731% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,412,503.95 117.4329% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 41000.00000 41000.00| 35000.00000 35000.00| 94836.20000 94836.20 CONSTRUCTION ENGINEERING | | | 0002 105-07040 20.000 MOS | 1650.00000 33000.00| 1500.00000 30000.00| 968.25000 19365.00 FIELD OFFICE, C | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 140000.00000 140000.00| 149000.00000 149000.00| 149497.32000 149497.32 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 38000.00000 38000.00| 59000.00000 59000.00| 59780.00000 59780.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 13500.00000 13500.00| 20000.00000 20000.00| 29007.67000 29007.67 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 38608.000 m3 | 5.15000 198831.20| 4.80000 185318.40| 5.73000 221223.84 EXCAVATION, COMMON | | | 0010 203-02070 97342.000 m3 | 7.10000 691128.20| 4.20000 408836.40| 5.91000 575291.22 BORROW | | | 0011 205-03371 1491.000 m3 | 2.50000 3727.50| 6.50000 9691.50| 8.59000 12807.69 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06931 130.000 Mg | 69.00000 8970.00| 40.00000 5200.00| 62.17000 8082.10 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 47.000 m | 24.00000 1128.00| 25.00000 1175.00| 21.32000 1002.04 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 1.000 EACH | 115.00000 115.00| 175.00000 175.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 401.000 Mg | 32.00000 12832.00| 32.00000 12832.00| 20.70000 8300.70 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 709.000 m | 5.50000 3899.50| 10.00000 7090.00| 7.34000 5204.06 TEMPORARY SILT FENCE | | | 0017 205-06938 87.000 m | 55.00000 4785.00| 35.00000 3045.00| 59.30000 5159.10 TEMPORARY SLOPE DRAIN | | | 0018 206-51230 83.200 m3 | 56.00000 4659.20| 40.00000 3328.00| 31.83000 2648.26 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 207-08265 11000.000 m2 | 3.10000 34100.00| 5.50000 60500.00| 4.92000 54120.00 SUBGRADE TREATMENT, TYPE IIA | | | 0020 207-08267 3550.000 m2 | 4.85000 17217.50| 6.00000 21300.00| 5.46000 19383.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-02050 387.000 m3 | 40.00000 15480.00| 25.00000 9675.00| 25.46000 9853.02 B BORROW | | | 0022 211-07454 684.400 m3 | 28.00000 19163.20| 20.00000 13688.00| 25.46000 17424.82 STRUCTURE BACKFILL | | | 0023 213-08058 130.700 m3 | 250.00000 32675.00| 105.00000 13723.50| 184.86000 24161.20 FLOWABLE BACKFILL | | | 0024 301-07448 5730.000 Mg | 16.50000 94545.00| 15.00000 85950.00| 20.83000 119355.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 28.500 m3 | 125.00000 3562.50| 95.00000 2707.50| 63.23000 1802.06 DENSE GRADED SUBBASE | | | 0026 306-08043 170.000 m2 | 10.00000 1700.00| 4.85000 824.50| 26.64000 4528.80 MILLING, TRANSITION | | | 0027 401-06264 LUMP | 2750.00000 2750.00| 3500.00000 3500.00| 2605.47000 2605.47 PROFILOGRAPH, HMA | | | 0028 401-07320 1000.000 Mg | 61.75000 61750.00| 66.00000 66000.00| 50.81000 50810.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0029 401-07389 1660.000 Mg | 50.75000 84245.00| 60.00000 99600.00| 42.16000 69985.60 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0030 401-07406 5310.000 Mg | 46.75000 248242.50| 51.00000 270810.00| 39.08000 207514.80 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0031 402-07432 218.000 Mg | 57.50000 12535.00| 75.00000 16350.00| 59.93000 13064.74 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 402-07435 363.000 Mg | 46.00000 16698.00| 59.00000 21417.00| 47.94000 17402.22 HMA INTERMEDIATE, TYPE A | | | 0033 402-07453 598.000 Mg | 53.00000 31694.00| 76.00000 45448.00| 146.59000 87660.82 HMA FOR TEMPORARY PAVEMENT | | | 0034 406-05520 7.200 Mg | 230.00000 1656.00| 225.00000 1620.00| 218.86000 1575.79 ASPHALT FOR TACK COAT | | | 0035 601-01522 4.000 EACH | 1750.00000 7000.00| 1800.00000 7200.00| 1563.28000 6253.12 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01626 1.000 EACH | 2600.00000 2600.00| 2140.00000 2140.00| 1870.73000 1870.73 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-02103 26.700 m | 85.00000 2269.50| 70.00000 1869.00| 60.76000 1622.29 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0038 601-05586 1.000 EACH | 2600.00000 2600.00| 2140.00000 2140.00| 1870.73000 1870.73 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0039 601-94689 3.000 EACH | 3500.00000 10500.00| 2850.00000 8550.00| 2496.04000 7488.12 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 108.600 m | 60.00000 6516.00| 48.00000 5212.80| 41.90000 4550.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06729 14.000 EACH | 22.00000 308.00| 9.50000 133.00| 7.96000 111.44 BARRIER DELINEATOR | | | 0042 609-06259 198.600 m2 | 95.00000 18867.00| 120.00000 23832.00| 76.36000 15165.10 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0043 610-07486 516.000 Mg | 54.00000 27864.00| 120.00000 61920.00| 56.28000 29040.48 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 2.000 EACH | 175.00000 350.00| 125.00000 250.00| 109.43000 218.86 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 1.000 EACH | 250.00000 250.00| 175.00000 175.00| 151.12000 151.12 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06490 55.000 EACH | 105.00000 5775.00| 115.00000 6325.00| 99.01000 5445.55 RIGHT OF WAY MARKER | | | 0047 615-06505 11.000 EACH | 545.00000 5995.00| 600.00000 6600.00| 515.88000 5674.68 MONUMENT, B | | | 0048 615-06510 2.000 EACH | 435.00000 870.00| 500.00000 1000.00| 411.66000 823.32 MONUMENT, C | | | 0049 616-02320 5437.000 m2 | 1.30000 7068.10| 3.00000 16311.00| 1.96000 10656.52 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 616-05688 394.000 Mg | 28.00000 11032.00| 27.00000 10638.00| 29.80000 11741.20 RIPRAP, CLASS 1 | | | 0051 616-05689 148.000 Mg | 28.00000 4144.00| 27.00000 3996.00| 28.88000 4274.24 RIPRAP, CLASS 2 | | | 0052 616-06405 3015.000 Mg | 21.75000 65576.25| 24.00000 72360.00| 20.90000 63013.50 RIPRAP, REVETMENT | | | 0053 621-02770 12613.000 m2 | 1.60000 20180.80| 2.00000 25226.00| 1.67000 21063.71 EROSION CONTROL BLANKET | | | 0054 621-06545 5.600 Mg | 600.00000 3360.00| 425.00000 2380.00| 375.19000 2101.06 FERTILIZER | | | 0055 621-06553 1049.000 kg | 10.00000 10490.00| 7.25000 7605.25| 6.36000 6671.64 SEED MIXTURE, R | | | 0056 621-06557 549.000 kg | 6.00000 3294.00| 4.75000 2607.75| 4.17000 2289.33 SEED MIXTURE, T | | | 0057 621-06565 48.700 Mg | 375.00000 18262.50| 400.00000 19480.00| 343.92000 16748.90 MULCHING MATERIAL | | | 0058 621-06567 105.000 kL | 5.00000 525.00| 6.00000 630.00| 5.21000 547.05 WATER | | | 0059 621-06574 5685.000 m2 | 3.15000 17907.75| 3.50000 19897.50| 3.20000 18192.00 SODDING | | | 0060 622-52436 5.000 EACH | 31.00000 155.00| 35.00000 175.00| 29.18000 145.90 SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 210.000 EACH | 6.50000 1365.00| 7.00000 1470.00| 6.25000 1312.50 SEEDLING | | | 0062 701-51195 403.600 m | 109.00000 43992.40| 210.00000 84756.00| 79.00000 31884.40 PILE, STEEL H, HP 310 X 79 | | | 0063 701-91792 36.000 EACH | 110.00000 3960.00| 150.00000 5400.00| 107.76000 3879.36 PILE TIP, STEEL H , HP 310 x 79 | | | 0064 701-93633 24.000 m | 400.00000 9600.00| 600.00000 14400.00| 168.96000 4055.04 OVERSIZED PREDRILLED PILE HOLES | | | 0065 702-51005 162.800 m3 | 458.00000 74562.40| 650.00000 105820.00| 561.71000 91446.39 CONCRETE, A, SUBSTRUCTURE | | | 0066 702-51015 8.400 m3 | 1035.00000 8694.00| 1100.00000 9240.00| 754.42000 6337.13 CONCRETE, B, FOOTINGS | | | 0067 702-51863 14.000 EACH | 18.00000 252.00| 20.00000 280.00| 26.62000 372.68 FIELD DRILLED HOLE IN CONCRETE | | | 0068 703-06029 43135.000 kg | 2.19000 94465.65| 2.60000 112151.00| 1.81000 78074.35 REINFORCING BARS, EPOXY COATED | | | 0069 704-51002 342.000 m3 | 630.00000 215460.00| 730.00000 249660.00| 729.13000 249362.46 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 706-05732 4.000 EACH | 1440.00000 5760.00| 1900.00000 7600.00| 1354.85000 5419.40 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0071 706-51020 24.800 m3 | 615.00000 15252.00| 900.00000 22320.00| 579.46000 14370.61 CONCRETE, C, RAILING | | | 0072 707-01065 LUMP | 140000.00000 140000.00| 170000.00000 170000.00| 194757.70000 194757.70 POST-TENSIONING | | | 0073 709-51821 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 4417.84000 4417.84 SURFACE SEAL | | | 0074 715-05019 24.500 m | 230.00000 5635.00| 240.00000 5880.00| 159.60000 3910.20 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0075 715-05121 54.000 m | 120.00000 6480.00| 120.00000 6480.00| 164.26000 8870.04 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0076 715-05123 52.500 m | 170.00000 8925.00| 150.00000 7875.00| 131.10000 6882.75 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0078 715-05127 27.000 m | 280.00000 7560.00| 315.00000 8505.00| 220.44000 5951.88 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0079 715-05134 66.000 m | 520.00000 34320.00| 450.00000 29700.00| 287.78000 18993.48 PIPE, TYPE 1, CIRCULAR, 1650 mm | | | 0080 715-05154 22.000 m | 155.00000 3410.00| 190.00000 4180.00| 176.58000 3884.76 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0081 715-05169 56.000 m | 105.00000 5880.00| 130.00000 7280.00| 106.58000 5968.48 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0082 715-05171 22.000 m | 125.00000 2750.00| 140.00000 3080.00| 100.39000 2208.58 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0083 715-05173 52.500 m | 160.00000 8400.00| 150.00000 7875.00| 98.95000 5194.88 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0084 715-05842 2.000 EACH | 3000.00000 6000.00| 2200.00000 4400.00| 2672.96000 5345.92 CONCRETE ANCHOR, 1050 mm | | | 0085 715-07626 2.000 EACH | 4000.00000 8000.00| 2400.00000 4800.00| 2672.96000 5345.92 CONCRETE ANCHOR, 1650 mm | | | 0086 715-46005 8.000 EACH | 275.00000 2200.00| 500.00000 4000.00| 161.11000 1288.88 PIPE END SECTION, 375 mm | | | 0087 715-46010 6.000 EACH | 300.00000 1800.00| 800.00000 4800.00| 192.11000 1152.66 PIPE END SECTION, 450 mm | | | 0088 715-46020 9.000 EACH | 361.00000 3249.00| 900.00000 8100.00| 247.42000 2226.78 PIPE END SECTION, 600 mm | | | 0090 715-46040 2.000 EACH | 700.00000 1400.00| 1300.00000 2600.00| 517.33000 1034.66 PIPE END SECTION, 900 mm | | | 0091 720-45030 1.000 EACH | 1300.00000 1300.00| 1700.00000 1700.00| 1254.16000 1254.16 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 801-04308 7.000 EACH | 435.00000 3045.00| 470.00000 3290.00| 411.66000 2881.62 ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06203 600.000 m | 1.25000 750.00| 1.00000 600.00| 0.82000 492.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0094 801-06207 760.000 m | 4.50000 3420.00| 3.50000 2660.00| 3.13000 2378.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06640 13.000 EACH | 250.00000 3250.00| 1.75000 22.75| 151.12000 1964.56 CONSTRUCTION SIGN, A | | | 0096 801-06645 4.000 EACH | 75.00000 300.00| 60.00000 240.00| 52.11000 208.44 CONSTRUCTION SIGN, B | | | 0097 801-06775 LUMP | 15000.00000 15000.00| 75000.00000 75000.00| 60129.28000 60129.28 MAINTAINING TRAFFIC | | | 0098 801-07118 13.000 m | 150.00000 1950.00| 74.00000 962.00| 64.15000 833.95 BARRICADE, III-A | | | 0099 801-07119 2.000 m | 155.00000 310.00| 82.00000 164.00| 71.19000 142.38 BARRICADE, III-B | | | 0100 802-05701 31.300 m | 40.00000 1252.00| 45.00000 1408.50| 38.83000 1215.38 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-07060 1.000 EACH | 300.00000 300.00| 235.00000 235.00| 203.23000 203.23 SIGN, SHEET, RELOCATE | | | 0102 802-76025 6.800 m2 | 210.00000 1428.00| 230.00000 1564.00| 200.73000 1364.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 808-03631 140.000 m | 9.75000 1365.00| 11.00000 1540.00| 9.33000 1306.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0104 808-03632 140.000 m | 9.75000 1365.00| 11.00000 1540.00| 9.33000 1306.20 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0105 808-06713 3450.000 m | 0.94000 3243.00| 1.00000 3450.00| 0.89000 3070.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0106 808-06716 80.000 m | 5.00000 400.00| 3.50000 280.00| 3.13000 250.40 LINE, REMOVE | | | 0107 808-75245 3400.000 m | 1.30000 4420.00| 1.50000 5100.00| 1.23000 4182.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0108 808-75297 18.000 m | 21.50000 387.00| 24.00000 432.00| 20.17000 363.06 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |CLR, INC. |CRIDER & CRIDER, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 808-75998 100.000 EACH | 41.00000 4100.00| 45.00000 4500.00| 57.32000 5732.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 621-01004 2.000 EACH | 750.00000 1500.00| 590.00000 1180.00| 510.67000 1021.34 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0111 715-46025 2.000 EACH | 415.00000 830.00| 1000.00000 2000.00| 332.91000 665.82 PIPE END SECTION, 675 mm | | | 0112 715-05124 24.500 m | 195.00000 4777.50| 325.00000 7962.50| 152.78000 3743.11 PIPE, TYPE 1, CIRCULAR, 675 mm | | | SECTION TOTALS | $ 2,905,917.15| $ 2,984,943.85| $ 2,989,946.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,905,917.15| $ 2,984,943.85| $ 2,989,946.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/03/06 PAGE : 541 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,113,389.78 ROUTE : SR 43 CALL ORDER : 541 CONTRACT ID : B -27365-A COUNTIES : GREENE LETTING DATE : 01/18/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1618530 |( ) |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 20.000 MOS | 1560.00000 31200.00| 1500.00000 30000.00| FIELD OFFICE, C | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 166000.00000 166000.00| 167000.00000 167000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 58641.00000 58641.00| 35000.00000 35000.00| CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 20821.00000 20821.00| 38000.00000 38000.00| PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 38608.000 m3 | 10.56000 407700.48| 7.00000 270256.00| EXCAVATION, COMMON | | | 0010 203-02070 97342.000 m3 | 9.38000 913067.96| 10.00000 973420.00| BORROW | | | 0011 205-03371 1491.000 m3 | 10.38000 15476.58| 12.25000 18264.75| SEDIMENT REMOVE | | | 0012 205-06931 130.000 Mg | 42.74000 5556.20| 55.00000 7150.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 47.000 m | 21.32000 1002.04| 22.00000 1034.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 1.000 EACH | 100.00000 100.00| 110.00000 110.00| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 401.000 Mg | 33.10000 13273.10| 40.00000 16040.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 709.000 m | 5.00000 3545.00| 5.25000 3722.25| TEMPORARY SILT FENCE | | | 0017 205-06938 87.000 m | 50.00000 4350.00| 150.00000